820266_CORRESPONDENCE_20171231

�7
NOHTH CAHQLINA
Department of Environmental Qual
II

State of North Carolina
Department of Environment
and Natural Resources
M Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director
March 12, 1999
Carl Riley Farm
2926 Tomahawk Hwy
Harrells NC 28499
Attn: Carl Riley
NCDENR
NORTH CAROL.INA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
Subject: Certificate of Coverage No. AWS820266
Carl Riley Farm
Swine Waste Collection, Treatment,
Storage and Application System
Sampson County
Dear Carl Riley:
In accordance with your application received on October 13, 1998, we are forwarding this Certificate of
Coverage (COC) issued to Carl Riley, authorizing the operation of the subject animal waste collection,
treatment, storage and land 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 Carl Riley Farm, located in Sampson County, with an animal capacity of no
greater than 2580 Feeder to Finish 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.
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.
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.
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

Certificate of Coverage AWS820266
Carl Riley Farm
Page 2
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 located 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 Dianne Thomas at [phone] ext. 364.
Sincerely,
A. Preston Howard, Jr., P.E.
cc: (Certificate of Coverage only for all cc's)
Sampson County Health Department
j Fayetteville Regional Office, Water Quality Section
Sampson County Soil and Water Conservation District
Permit File
NDPU Files
Ll

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
Car Riley
Carl Riley Farm
2926 Tomahawk Hwy
Harrells NC 28499
Farm Number: 82 - 266
Dear Carl Riley:
August 21, 1998
RECEIVED
MAR 19 1999
FAYETTEVII I P
REG. OFFICE
RECEIVED
WATER QUALITY SECTION
1`017 1 31998
NOri-Discharge Permitting
You are hereby notified that Carl Riley Farm, in accordance with G.S. 143-215,1 OC, must apply
for coverage under an Animal Waste Operation General Permit. Upon receipt of this letter, your farm
has six 60 days to submit the attached application and all supporting documentation. In accordance
with Chapter 626 of 1995 Session Laws (Regular Session 1996), Section 19(c)(2), any owner or
operator who fails to submit an application by the date specified by the Department SHALL NOT
OPERATE the animal waste system after the specified date. Your application must be returned
within sixty (60) days of receipt of this letter. Failure to submit the application as required may also
subject your facility to a civil penalty and other enforcement actions for each day the facility is operated
following the due date of the application.
The attached application has been partially completed using information listed in your Animal
Waste Management Plan Certification Form. If any of the general or operation information listed is
incorrect please make corrections as noted on the application before returning the application package.
The signed original application, one copy of the signed application, two copies of a general location
map, and two copies of the Certified Animal Waste Management Plan must be returned to complete the
application package. The completed package should be sent to the following address:
North Carolina Division of Water Quality
Water Quality Section
Non -Discharge Permitting Unit
Post Office Box 29535
Raleigh, NC 27626-0535
If you have any questions concerning this letter, please call at (9I9)733-5083 extension or
Jeffery Brown with the Fayetteville Regional Office at [phone].
S' erely,
for A. Preston Howard, Jr., P.E.
cc: Permit File (w/o encl.)
Fayetteville Regional Office (w/o encl.)
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 100/6 post -consumer paper

IL State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
Non -Discharge Permit Application Form
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
General Permit - Existing Liquid Animal Waste Operations
The following questions have been completed utilizing information on file with the Division. Please
review the information for completeness and make any corrections which aRp. 'tte.I f a
question has not been completed by the Division, please complete as best �r'� �� e�'' j cave
any question unanswered.
1. GENERAL INFORMATION:
Orr 1 31998
1.1 Facility Name: Carl Rile Farm Non-Di'
1.2 Print Land Owner's name: Carl Rilev
1.3 Mailing address: 2926 Tomahawk
City, State: Harrells NC Zip: 28499
Telephone Number (include area code): 532-2223
1.4 County where facility is Iocated: Sampson
1.5 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):
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): J & K Farms J&K Farms
1.8 Date Facility Originally Began Operation:
1.9 Date(s) of Facility Expansion(s) (if applicable):
2. OPERATION INFORMATION:
2.1 Facility No.: _82� (county number); 266 (facility number).
2.2 Operation Description: Swine operation
�dr to Finish
2580- Certified Design Capacity
Is the above information correct? = yes; �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 Type of Poultry No. of Animals Type of Cattle No. of Animals
0 Wean to Feeder 0 Layer 0 Dairy
0 Feeder to Finish 0 Non -Layer 0 Beef
0 Farrow to Wean (# sow) 0 Turkey
0 Farrow to Feeder (# sow)
0 Farrow to Finish (# sow)
Other Type of Livestock on the farm: No_ of Animals:
FORM: AWO-GE 5/28/98 Page 1 of 4 82 - 266

2.3 Acreage cleared and available for application (excluding all required buffers and areas not covered by the application
system)_ 2 ; Required Acreage (as listed in the AWMP):
2.4 Number o lagoon torage ponds (circle which is applicable): l
2.5 Are subsurface drains present within 100' of any of the application fields? YES o>l. N.Q�(please circle one)
2.6 Are subsurface drains present in the vicinity or under the lagoon(s)? YES or ( O 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 sited?
G
3. 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.
Applicanj,sInitials
3.1 One completed and signed original and one copy of the application for General Permit - Animal
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:
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 (e.g. 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.
3.3.11 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 - 266

N
Facility Number: 82 - 266
Facility Name: Carl Riley Farm
4.
11
APPLICANT'S•CERTIFICATION:
CA-1-1 �-U- u,
this application for
has been reviewed
application are not
package will be ref
me and is accurate and comp
npleted and that if all regVire
ed to me as incomoUte.//
Signature V A ►.r �%
5. MANAGER'S CERTIFICATI
RECEIVED
WATER QU}A► iTy SECTRON
loci' 1 31998
Non-Dischwqe Permitting
(Land Owners name listed in question 1.2), attest that
(Facility name listed in question I . I )
to to the best of my knowledge. I understand that if all required parts of this
supporting information and attachments are not included, this application
Date (0 — % 2
: (complete only if different from the Land Owner)
(Manager's name listed in question 1.6), attest that this
application for (Facility name listed in question 1 _ I)
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
POST OFFICE BOX 29535
RALEIGH, NORTH CAROLINA 27626-0535
TELEPHONE NUMBER: [phone]
FAX NUMBER: [phone]
FORM: AWO-G-E 5/28/98 Page 3 of 4 82 - 266

Joa4-MLl—
o WASTE UTILIZATION PLAN
Owners name--:CARL RILEY
Mail Address-:HARRELLS, NC
County:SAMPSON
Type of production unit ---- :FEEDER TO FINISH
Number of animal units -----: 2580
Type of waste facility ----- :Anaerobic Lagoon
Temporary storage period---: 180 days
Method of application ------ :IRRIGATE
Amount of animal waste produced-----------------:
Amount of plant available N produced by animals-:
Commercial N to apply on planned acreage -------- .
RECCIVED
WATER C)M f7Y SECTION
FEB .1 9 1999
Non -Discharge Permitting
4902 tons/year
5934 lbs./year
0 lbs./year
Your animal waste utilization plan has been specifically
developed for your swine operation. The plan is based on the
soil types, crops to be grown, and method of application for
your particular operation. The waste must be land applied at a
specified rate to prevent pollution of surface and/or ground
water. The plant nutrients in the animal waste should be used to
reduce the amount of commercial fertilizer required for the crops
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 and annual soil tests
are 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 and leaching potential. waste shall not be applied to
land eroding at greater than 5 tons per acre per year. Do not
apply waste on saturated soils or on land when the surface is
frozen. Either of these conditions may result in runoff to
surface waters. 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
not more than 30 days prior to planting. Soil incorporation
of waste will conserve nutrients and reduce odor problems.

Q
C R ILl
Page 2
The acres needed to apply the animal waste is based on typical
nutrient content for this type of facility. Annual acreage
requirements may be more or less based on the waste analysis.
report for your waste management facility.
YOUR WASTE UTILIZATION PLAN IS BASED ON THE FOLLOWING:
Tract
Field
Soil
Crop
Yield
Lbs. N
Acres Lbs. N
Month to Acres to
No.
No.
Type
Code
/Acre
/Unit
Used
Apply Overseed
3cla
8312
2
NoB
K
0
100.00
ems@- S-APRIL 30C1•0 2.5
8312
2
NoB
B
5 . 2
50.00
-675$
MAR-OCT riga, e
8312
1
WaB
K
0
100.00
1500
S-APRILISao,o, 15.0
8312
1
WaB
B
4.7
50.00
15.0 3525
MAR-OCT 35zS,o
Total 17.5
Available Nitrogen (includes commercial)
Surplus Or Deficit
Crop codes: Crop -unit
•A=Barley-bu.
B=Bermudagrass(graze)-tons
C=Bermudagrass(hay)-tons
D=Corn(grain)-bu.
E=Corn(silage)-tons
F=Cotton-lbs. lint
G=Fescue(graze)-tons
H=Fescue(hay)-tons
-S32 5 G 105.0 17.5
.5934
I=Oats-bu.
J=Rye-bu.
K=Small grain(graze)-acre
L=Small grain(hay)-acre
M=Sorghum(grain)-cwt.
W=Wheat-bu.
Y=Fescue(pasture)-tons
Z=Bermudagrass(pasture)-tons
s iiC_ rLG_S Ago �raa 'J� i 1�H
.,� a �'. � �' h�. A�i �� ��.1 +mil prciL.K i1►�t w01g ,Q d���.
T�i- 2_
C.Q. z-P8-1�

Page 3
If more commercial fertilizer is used than shown in this plan,
then additional acres of land may be needed. A three to fifteen
feet wide permanent grass filter strip should be seeded along all
ditches in fields that receive animal waste.
Additional comments:
--------------------
Prepared by: Title: Ec.Date:
Concurred in by: Date: /a ~°`
Producer
I understand that I must own or have access to equipment,
primarily irrigation equipment, to land apply the animal waste
described in this waste utilization plan. This equipment must be
available at the appropriate pumping time such that no discharge
occurs from the lagoon in a 25-year 1-day storm event. I also
certify that the waste will be applied on the land according to
this plan at the appropriate times and at rates that no runoff
occurs.
&U� �J' �--4 Date -./ f021)''q�
Producer
Technical Specialist: Date: /Z--Zg-fy
(Copy to producer and copy to case file)

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I
WASTE UTILIZATION PLAN
----------------------
RECEIVED
Owners name - - : CARL RILEY County : SAMPSON WATER QQ'�DNSECTION
Mail Address-: HARRELLS , NC r6rj 1 31998
Type of production unit ----:FEEDER TO FINISH r
YP P e Permitting
No;�-pischar9
Number of animal units -----: 2580
Type of waste facility ------:Anaerobic Lagoon
Temporary storage period ---: 18o days
Method of application- ---:IRRIGATE
Amount of animal waste produced-----------------: 4902 tons/year
Amount of plant available N produced by animals-: 5934 lbs./year
Commercial N to apply on planned acreage -------- : 0 lbs./year
Your animal waste utilization plan has been specifically
developed for your swine operation. The plan is based on the
soil types, crops to be grown, and method of application for
your particular operation. The waste must be land applied at a
specified rate to prevent pollution of surface and/or ground
water. The plant nutrients in the animal waste should be used to
reduce the amount of commercial fertilizer required for the crops
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 and annual soil tests
are 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 and leaching potential. Waste shall not be applied to
land eroding at greater than 5 tons per acre per year. Do not
apply waste on saturated soils or on land when the surface is
frozen. Either of these conditions may result in runoff to
surface waters. 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
not more than 30 days prior to planting. Soil incorporation
of waste will conserve nutrients and reduce odor problems.

r
I
Page .2
The acres needed to apply the animal waste is based on typical
nutrient content for this type of facility. Annual acreage
requirements may be more or less based on the waste analysis
report for your waste management facility.
YOUR WASTE UTILIZATION PLAN IS BASED ON THE FOLLOWING:
Tract Field Soil Crop
Yield Lbs. N Acres Lbs. N Month to
No. No. Type Code
----- ----- ----- -----
/Acre /Unit Used Apply
----- ----- ----- ----- ------
8312 2 NoB K
0 100.00 250 S-APRIL
8312 2 NoB B
5.2 50.00 2.5 650 MAR-OCT
8312 1 WaB K
0 100.00 1500 S-APRIL
8312 1 WaB B
4.7 50.00 15.0 3525 MAR-OCT
----- ----- ----- -----
----- ----- ----- ----- ------
Total 17.5 5925
Available Nitrogen
(includes commercial) 5934
Surplus Or Deficit 9
Crop codes: Crop -unit
----------- ------
A=Barley-bu.
I=Oats-bu.
B=Bermudagrass(graze)-tans
J=Rye-bu.
C=Bermudagrass(hay)-tans K=Small grain(graze)-acre
D=Corn(grain)-bu.
L=Small grain(hay)-acre
E=Corn(silage)-tons
M=Sorghum(grain)-cwt.
F=Cotton-lbs. lint
W=Wheat-bu.
G=Fescue(graze)-tons
Y=Fescue(pasture)-tons
H=Fescue(hay)-tons
Z=Bermudagrass(pasture)-tans
Acres to
Overseed
2.5
15.0
17.5

Page 3
If more commercial fertilizer is used than shown in this plan,
then additional acres of land may be needed. A three to fifteen
feet wide permanent grass filter strip should be seeded along all
ditches in fields that receive animal waste.
Additional comments:
--------------------
Prepared by: Title • �Gk- 5 E� Date:
Concurred in by: 7 4 Date:
Producer
I understand that I must own or have access to equipment,
primarily irrigation equipment, to land apply the animal waste
described in this waste utilization plan. This equipment must be
available at the appropriate pumping time such that no discharge
occurs from the lagoon in a 25-year 1-day storm event. I also
certify that the waste will be applied on the land according to
this plan at the appropriate times and at rates that no runoff
occurs.
nj �/' 0,-&, Date :/) -099-! V
Producer
Technical Specialist: Date:
(Copy to producer and copy to case file)

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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 ICES)
� ECsa D+iar�
pe��tting
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 burruuving 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.
3.
4.
5.
A
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?
Contact appropriate agencies.
a. During normal business hours call your bWQ regional office; Phone - -. After
hours, emergency number: 919-733-3942. Your phone call should include: your
name, facility number, telephone number, the details of the incident from item 2
above, the exact location of the facility, the location or direction of movement of
the spill, weather and wind conditions. The corrective measures that have been
under taken, and the seriousness of the sitution.
b. If spill leaves property or enters surface waters, call local EMS phone number.
c. Instruct EMS to contact local Helath Department.
d. Contact CEs, phone number - , local SWCD office phone number - -, and local
NRCS office for advice/technical assistance phone number - -.
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.
Contact the contractor of your choice to begin repair or problem to minimize off -
site damage.
a. Contractors Name: JiR�^s
b. Contractors Address: f? a
c. Contractors Phone: 47/& - 53 L - 114'71-1 ^'
Contact the technical specialist who certified the lagoon (NRCS, Consulting
Engineer, etc.)
a. Name: 44 k C""
b. Phone: ..,... wo--5sz- 'I ,I z� -
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.
P!

INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS
Source Cause BmP's to Minimize Odor Site Specific Practices
luquid Systems)
Flush Gutters Accumulation of solids KFlush system in designed and operated
sufficiently to remove accumulated
golds from gutters as designed.
Remove bridging of accumulated solids at
discharge
Lagoons and Pits Crusted Solids f7 Maintain lagoons, settling basins and
plts where pest breeding is apparent to
minimze the crusting of solids to a depth
of no more than 6-8 inches over more than
30% of surface.
Excessive Vegetative Decaying vegetation aintain 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 rrunimize the accumulation
off ecaying wastage.
(-F Clean up spillage on a routine basis (e.g. 7-10 day
interval during summer, 1 5-30 day interval during winter).
Feed Storage Accumulations of feed residues Rtduce 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
p oducts).
Inspect for and remove or break up accumulated
solids in filter strips around feed storage as needed.
Animal Holding Areas Accumulations of animal wastes ( lim nata low area that trap moisture along fences
and feed wastage and other locations where waste accumulates and
X1-TMdisturbance by animals is minimal.
aintain 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).
,LAIC-- November 11, 1996

'Dry Manure Handling Acoumulatione of animal wastes PfRemove spillage on ■ 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.
I 1 Provide for adequate drainage around manure stockpiles.
i } Inspect 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 landowner/integrator agrees to use sound Judgment in applying
insect control measures as practical.
I certify the aforementioned insect control Best Management Practices have been reviewed with me.
For more information contact the Cooperative Extension Service, department of Entomology. Sox 7613. North Caroline State University. Raleigh, NC
27695-7613.
1Ir1IC--November 11, 1996

-Source
SWINE FARM WASTE MANAGEMENT ODOR CONTROL CHECKLIST
Cause
BMP's to Minimize Odor
Farmstead Swine production ( Vegetative or wooded buffers;
L."ecommended best management
practices;
(-}'Good judgment and common sense
Animal body surfaces Dirty manure -covered animals ( } Dry floors
Floor surfaces Wet manure -covered floors () Slotted floors;
( 'I Weterars located over slotted floors;
"odors at high and of solid floors;
i'T Scrape manure buildup from floors;
(} Underfloor ventilation for drying
Manure collection pits Urine F-('Frequent manure removal by flush,pit
�racharga,or scrape
Parital micorbial decomposition WIJndernoor ventilation
Ventilation exhaust fans Volatile gases; Fan maintenance;
Dust fficient air movement
Indoor surfaces Dust
.h tanke Agitation of recycled lagoon
liquid whiles tanks are filling
own between groups of animals
additives;
411 Feeder covers;
`I Feed delivery downspout extenders to
feeder covers
tank covers
(} Extend fill lines to near bottom of
tanks with anti -siphon vents
Flush alleys Agitation during wastewater ( nderflom flush with underfloor
conveyanance ventilation
Pit recharge points Agitation of recycled lagoon (4Txtanod rechard lines to near bottom of
liquid while pits are filling pits with anti -siphon vents
Lift stations Agitation during sump tank filling (j Sump tank covers
and drawdown
Outside drain collection Agitation during wastewater ox covers
or junction boxes conveyance
End of drainpipes at lagoon Agitation during wastewater (,rtxtend discharge point of pipes
underneath lagoon liquid level
! agoon surfaces Volatile gas emissions roper lagoon liquid capacity
Biological mixing f-rg.:orrect lagoon startup procedures
Agitation (- Minimum surface ores -to -volume ratio
}Ainimum agitation when pumping
( ) Mechanical aeration
( } Proven biological additives
rigalion sprinkler nozzles Nigh pressure agitation Wirrigate on dry days with little or no wind
Wind draft +'h h inimum recommended operation pressure
P mp intake near lagoon liquid surface
Pump from second -stage lagoon
,MOC- Novembor 11. 1996
Site Specific Practices

itorage tank or basin
surface
Partial microbial decomposition
Mixing while filling
Agitation when emptying
( I Bottom or midlevel loading
( I Tank covers
[ I Basin surface mate of solids
( } Proven biological additives or oxidants
Settling basin surface Partial micobial decomposition (} Extend drainpipe outlets underneath liquid
Mixing while filling level
Agitation when emptying (I Remove settled solids regularly
Manure, slurry or sludge Agitation when spreading { I Soil infection of slurry/sludges
spreader outlets Volatile gas emissions ( I Wash residual manure from spreader after use
{ } Proven blological additives or oxidants
Uncovered manure, slurry Volatile gas erissions while drying (} Soil infection of slurry/sludges
or sludge on field surfaces (} Soil incorporation within 48 hours
(} Spread in thin uniform layers for rapid drying
{ } Proven biological additives or oxidants
Dead animals Carcass decomposition Proper disposition of carcasses
Dead animal disposal Carcass decomposition t I Complete covering of carcasses in burial pits
pits { } Proper location/construction of disposal pits
Incinerators Incomplete combustion t I Secondary stock burners
Standing wa%r around Improper drainage 4- -trade and landscape such that water drains
facilities Microbial decomposition of away from facilities
organic matter
wrs tracked onto public Poorly maintained access roads ( arm access road maintenance
roads from farm access
Additional Information: Available From:
Swine Manure Management; 0200 RuleBMP 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-SAE
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 Assuranc 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.
\MOC--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 flowing steam or public body of water.
{ Rendering at a rendering plant licensed under G. S. 106-168.7
k
( ) Complete incineration
{ j 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 wiii 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 spells 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 Iagoon for future wet
periods. In the late summer/early fall the lagoon shgpld be pumped down to the Iow
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 law and subject to penalty action.
The routine maintenance of a lagoon involves the following:
Maintenance of a vegetative cover for the dam.
Fescue or common bermudagrass are the most common vegetative
covers. The vegetation should be fertilized each year, if needed, to
maintain a vigorous stand. The amount of 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 800 pounds per acre of 10-10-10, or
equivalent.
Brush and trees on the embankment must be controlled. This may be
done by mowing, spraying, grazing, chopping, or a combination of
these practices. This should be done at least once a year and
possibly twice in years that weather conditions are favorable for
heavy vegetative growth.
NOTE: If vegetation is controlled by spraying, the herbicide must not be allowed to enter
the lagoon water. Such chemicals could harm the bacteria in the lagoon that are treating
the waste.
Maintenance inspections of the entire Iagoon should be made during the initial filling of
the lagoon and at least monthly and after major rainfall and storm events. Items to be
checked should include, as a minimum, the following:
Waste Inlet Pipes, Recycling Pipes, and Overflow Pipes ---look for:
1. separation of joints
2. cracks or breaks
3. accumulation of salts or minerals
4. overall condition of pipes

Lagoon surface ---look for:
1. undesirable vegetative growth
2. floating or lodged debris
Embankment ---look for:
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
undertaking with potentially serious consequences and should not be conducted unless
recommended by an appropriate technical expert.
Transfer Pumps ---check for proper operation of:
I. 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:
I. 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 Iagoon 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
lagoon from the surrounding land.
Lagoon Operation
}
Startup:
1. Immediately after construction establish a complete sod cover on bare soil
surfaces to avoid erosion.
2. Fill new lagoon design treatment volume at least half full of water before
waste loading begins, taking care not to erode Iining or bank slopes.
3. Drainpipes into the lagoon should have a flexible pipe extender on the
end of the pipe to discharge near the bottom of the lagoon during initial
filling or another means of slowing the incoming water to avoid erosion of
the lining.
4. When possible, begin loading new lagoons in the spring to maximize
bacterial establishment (due to warmer weather).
5. It is recommended that a new lagoon be seeded with sludge from a healthy
working swine lagoon in the amount of 0.25 percent of the full lagoon
liquid volume. This seeding should 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 liquid with a chopper -agitator impeller
pump through large -bore sprinkler irrigation system onto nearby cropland;
and soil incorporate.
Dewater the upper part of lagoon by irrigation onto nearby cropland or
forageland; mix remaining sludge; pump into liquid sludge applicator; haul
and spread onto cropland or forageland; and soil incorporate.
Dewater the upper part of lagoon by irrigation onto nearby cropland or
forageland; dredge sludge from lagoon with dragline or sludge barge; berm
an area beside lagoon to receive the sludge so that liquids can drain back
into lagoon; allow sludge to dewater; haul and spread with manure spreader
onto cropland or forageland; and soil incorporate.
Regardless of the method, you must have the sludge material analyzed for waste
constituents just as you would your lagoon water. The sludge will contain different
nutrient and metal values from the liquid. The application of the sludge to fields will be
limited by these nutrients as well as any previous waste applications to that field and crop
requirement. Waste application rates will be discussed in detail in Chapter 3.
When removing sludge, you must also pay attention to the liner to prevent damage. Close
attention by the pumper or drag -line operator will ensure that the lagoon liner remains
intact. If you see soil material or the synthetic liner material being disturbed, you should
stop the activity immediately and not resume until you are sure that the sludge can be
removed without liner injury. If the liner is damaged it must be repaired as soon as
possible.
Sludge removed from the lagoon has a much higher phosphorus and heavy metal content
than liquid. Because of this it should probably be applied to land with low phosphorus
and metal 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 � 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 Igoon 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.

J & K Farms, Inc.
a-" mo r Post Office Box 1 r
FaAIL
rms, Inc. `
Harrells, North Carolina 28444 � ' I
Phone: [phone] • Fax: [phone]
- -- nf%T 1 31998
8
Non -Discharge PermiWng
Sz-1?2y-
1Y(01`7
DESIGN REQUIREMENT:
5A�3
cu.ft
= -2t,6-52
cu.yds
58" 15
zr (a5---
TOTAL DESIGN VOL. AVAIL:
52W124
----------
cu.ft
= 4_9_&�
----------
cu.yds
ESTIMATE OF
EXCAVATION:
149544
cu.ft
= 15763
cu.yds
ESTIMATE OF
PAD:
79299
----------
cu.ft =
2937
------------
cu.yds
ESTIMATE OF
DIKE:
256025
cu.ft
- 9482
cu.yds
ESTIMATE OF
MATERIAL FOR SANDY -CLAY
LINER -
SEE GIP., L-Aril_
cu.yds
ESTIMATE OF
TOPSOIL REQUIRED:
-
300
cu.yds
RATIO 1.27
: 1
JOB
CLASS
IV
Designed By
-z- 9%
Date
Dsign Approval
�� 9�
- - --
Date
NOTE: Final certification of the lagoon will depend upon all
specifications being ;net. Important specifications include length, width,
depth, slopes, topsoil placement, correct elevations (top, bottom,
discharge pipes), seeding and mulching.

Perator:CARL RILEY County:
SAMPSON
Date:
05/16/94
Distance to nearest residence (other
than
owner):
2--V-00.0
feet
1. AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish)
x
1417
lbs. =
0
lbs
0 sows (farrow to feeder)
x
522
lbs. -
0
lbs
2580 head (finishing only)
x
135
lbs. -
348300
lbs
0 sows (farrow to wean)
x
433
lbs. =
0
lbs
0 head ( wean to feeder)
x
30
lbs. =
0
lbs
Describe other :
0
.
Total Average Live Weight = 348300 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 348300 lbs. ALW x Treatment Volume(CF)/lb. ALW
Treatment Volume(CF)/lb . ALW = 1 CF/lb . ALW
volume = 348300 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION ocu4 e Y re Ueft no S Goole 15 t7-1' a"
cubic
Volume = 0.0 c feet S1 "" � uj1�) be- mmcucd as nf-e,,�
4. TOTAL DESIGNED VOLUME
Inside top length (feet) ----------_------_--- 295.0
Inside top width (feet)---------------------- 280.0
Top of dike elevation (feet) ----------------- 52.0
Bottom of lagoon elevation (feet)------------ 42.0
Freeboard (feet) ----------------------------- 1.0
Side slopes (inside lagoon)------------------ 3.0 : 1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 289.0 274.0 9.0
AREA OF TOP
LENGTH * WIDTH =
289.0 274.0
AREA OF BOTTOM
LENGTH * WIDTH =
235.0 220.0
79186 ( AREA OF TOP)
51700 ( AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
262.0 247.0 258856 (AREA OF MIDSECTION * 4)
CU. FT. _ [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
79186.0 258856.0 51700.0 1.5
Total Designed Volume Available = 584613 CU. FT.

.5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon ( top of dike)
Length * Width =
295.0 280.0 82600.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 82600.0 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Feces & urine production in gal./day per 135 lb. ALW 1.37
Volume = 348300 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 636228 gals. or 85057.2 cubic feet
56. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day * 180 days storage/7.48 gallons
per CF
Volume = 0.0 cubic feet
`,C_ volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount_
180 days excess rainfall = 7.0 inches
Volume = 7.0 in * DA / 12 inches per foot
Volume = 48183.3 cubic feet

5D. Volume of 25 year - 24 hour storm
Volume = 7.0 inches / 12 inches per foot * DA
Volume = 48183.3 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A.
85057cubic
feet
5B.
0
cubic
feet
5C.
48183
cubic
feet
5D.
48183
cubic
feet
TOTAL 181424 cubic feet
6. SUMMARY
Temporary storage period____________________>
180
days
Rainfall in excess of evaporation=====______>
7.0
inches
25 year - 24 hour rainfall__________________)
7.0
inches
1.0
feet
Side slopes____________________________=___=>
3.0
. 1
Inside top length===________________________)
295.0
feet
Inside top width____________________________>
280.0
feet
Top of dike elevation_______________________)
52.0
feet
Bottom of lagoon elevation=====-====-------=>
42.0
feet
Total required volume_______________________)
529724
cu. ft.
Actual design volume=====-------===========_>
584613
cu. ft.
Seasonal high watertable elevation (SHWT)===>
45.6
feet
Stop pumping elev.==----_-__________________>
47.9
feet
Must be > or = to the SHWT elev.====______>
45.6
feet
Must be > or = to min. req. treatment el.=>
48.0
feet
Required minimum treatment volume=====_____=>
348300
cu. ft.
Volume at stop pumping elevation====-_______>
355010
cu. ft.
Start pumping elev._________________________>
50.4
feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==>
536430
cu. ft.
Volume at start pumping elevation=====______>
537707
cu. ft.
Required volume to be pumped________________)
133241
cu. ft.
Actual volume planned to be pumped=====_____>
182697
cu. ft.
Min. thickness of soil liner when required==>
1.5
feet
7. DESIGNED BY: 11% 6 APPROVED BY:
DATE: rL}c- 7y- DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS: _ AafL4A) J[s:,rj 0Jc.s,1[ Cr4l&5 ... M*1 r :.il 1llyA^,�
1 �* �Wit-
-
H

PLAN OF EXCAVATED WASTE STORAGE PIT
NAM: chILl t, I
Date: s - �; -9
county: _ s 4rtmis-j _
Address:_,, Urk 1/5
No �.• SSG T-f- - D,.,3n1 4ur- rbpxB-... �++.rninnT►�5
r
81 Ct OLDPE��ra 1
AM Top Mv.
a!
dl �e , /o
SECTION
Use of facility:_
capacity:
Soil Typo:
Dwich Mark nescr
1. -11 1 I 7 .
-7z
Y L 7 Avg. WTI" ELIV.
Mw bwk for revs eaiaAatlww+
Bottom
xorsal Liquid Level
Storage for normal Precip.
Maniw Liquid Level
25 yr. Story storage
crest sw
Ma,c. Plow Depth
Top of Dam
:a 191- (-a
Zlev.
(+) .7 Ft.
=lev.
{+) Pt,
Elev. 5,7_0

MAL, . Amn
outdo
PC
'Hum, y-yr
ly
if' 7
'01
. nAN5,%
74,
CYR
MA

SEEDING SPECIFICATIONS
----------------------
j AREA TO BE SEEDED: 2.0 ACRES
USE THE SEED MIXTURE INDICATED AS FOLLOWS:
0.0 LBS. FESCUE GRASS AT 60 LBS./ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES; SEPTEMBER 1 TO NOVEMBER 30
FEBRUARY 1 TO MARCH 30
0.0 LBS_ RYE GRAIN AT 30 LBS./ACRE (NURSERY FOR FESCUE)
0.0 LBS. 'PENSACOLA' BAHIA GRASS AT 60 LBS./ACRE
(SEE FOOTNOTE NO. 1)
SEEDING DATES: MARCH 15 TO JUNE 15
16.0 LBS. HULLED COMMON BERMUDA GRASS AT 8 LBS./ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
0.0 LBS. UNHULLED COMMON BERMUDA GRASS AT 10 LBS./ACRE
SEEDING DATES: JANUARY 1 TO MARCH 30
0.0 LBS. RYE GRASS AT 40 LBS./ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
LBS.
APPLY THE FOLLOWING:
2000.0 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE)
4.0 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
200.0 BALES OF SMALL GRAIN STRAW (100 BALES/ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE
ALL DISTURBED AREA IMMEDIATELY AFTER EARTH MOVING IS COMPLETED.
APPLY LIME AND FERTILIZER THEN DISK TO PREPARE A 3 TO 4 INCH
SMOOTH SEEDBED. APPLY SEED AND FIRM SEEDBED WITH A CULTIPACKER
OR SIMILAR EQUIPMENT. APPLY MULCH AND SECURE WITH A MULCH
ANCHORING TOOL OR NETTING.
I. PENSACOLA BAHIAGRASS IS SLOWER TO ESTABLISH THAN COMMON
BERMUDA GRASS. WHEN USING BAHIA, IT IS RECOMMENDED THAT 8
LBS./ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER
UNTIL BAHIAGRASS IS ESTABLISHED.

SHEET 1 OF 2
OPERATION AND MAINTENANCE PLAN
------------------------------
This lagoon is designed for waste treatment (permanent storage) and
180 days of temporary storage. The time required for the planned
fluid level (permanent and temporary storage) to be reached may vary
due to site conditions, weather, flushing operations, and the amount
of fresh water added to the system.
The designed temporary storage consists of 180 days storage for:
( 1 ) waste from animals and (2) excess rainfall after evaporation. Also
included is storage for the 25 year - 24 hour storm for the location.
The volume of waste generated from a given number of animals will be
fairly constant throughout the year and from year to year, but excess
rainfall will vary from year to year. The 25 year rainfall will not
be a factor to consider in an annual pumping cycle, but this storage
volume must always be available.
A maximum elevation is determined in each design to begin
pumping and this is usually the outlet invert of pipe(s) from
building(s). If the outlet pipe is not installed at the elevation to
begin pumping, a permanent marker must be installed at this elevation
to indicate when pumping should begin. An elevation must be established
to stop pumping to maintain lagoon treatment depth.
Pumping can be started or stopped at any time between these two
elevations for operating convenience as site conditions permit, such as
weather, soils, crop, and equipment in order to apply waste without
runoff or leaching.
Land application of waste water is recognized as an acceptable
method of disposal. Methods of application include solid set,
center pivot, guns, and traveling gun irrigation. Care should be
taken when applying waste to prevent damage to crops.
The following items are to be carried out:
1. It is strongly recommended that the treatment lagoon be pre -
charged to 112 its capacity to prevent excessive odors during
start-up. Pre -charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids should be
covered with effluent at all times. When precharging is complete,
flush buildings with recycled lagoon liquid. Fresh water should not
be used for flushing after initial filling.
2. The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see attachment)
before land application.
3. Begin temporary storage pump --out of the lagoon when fluid level
reaches the elevation 50.4 as marked by permanent marker. Stop pump -
out when the fluid level reaches elevation 47.9 This temporary
storage, less 25 yr- 24 hr storm, contains 133241 cubic feet or
996639 gallons.

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

SHEET 1 OF 2
SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
----------------------------------------------------------
FOUNDATION PREPARATION:
-----------------------
The foundation area of the lagoon embankment and building pad shall be
cleared of trees, logs, stumps, roots, brush, boulders,sod and rubbish.
Satisfactory disposition will be made of all debris. The topsoil from
the lagoon and pad area should be stripped and stockpiled for use on
the dike and pad areas. After stripping, the foundation area of the
lagoon embankment and building pad shall be thoroughly loosened prior
to placing the first lift of fill material to get a good bond_
EXCAVATION AND EARTHFILL PLACEMENT:
-----------------------------------
The completed excavation and earthfill shall conform to the lines,
grades, and elevations shown on the plans. Earthfill material shall
be free of material such as sod, roots, frozen soil, stones over
6 inches in diameter, and other objectionable material. To the extent
they are suitable, excavated materials can be used as fill. The fill
shall be brought up in approximately horizontal layers not to exceed 9
inches in thickness when loose and prior to compaction. Each layer
will be compacted by complete coverage with the hauling and spreading
equipment or standard tamping roller or other equivalent method.
Compaction will be considered adequate when fill material is observed
to consolidate to the point that settlement is not readily detectible.
NOTE THE SPECIAL REQUIREMENTS FOR PLACEMENT OF LINERS IN THE LINER
SECTION OF THIS SPECIFICATION. The embankment of the lagoon shall be
installed using the more impervious materials from the required
excavations. Construction of fill heights shall include 5 percent for
settlement. Dikes over 15 feet in height and with an impoundment
capacity of 10 acre-feet or more fall under the jurisdiction of the NC
Dam Safety Law. The height is defined as the difference in elevation
from the constructed height to the downstream toe of the dike.
Precautions shall be taken during construction to prevent excessive
erosion and sedimentation.
LINER: THE MINIMUM REQUIRED THICKNESS SHALL RE 1.5 ft.
NOTE: LINERS (PARTIAL OR FULL) ARE REQUIRED WHEN THE ATTACHED SOILS
INVESTIGATION REPORT SO INDICATES OR WHEN UNSUITABLE MATERIAL IS
ENCOUNTERED DURING CONSTRUCTION. A TYPICAL CROSS SECTION OF THE LINER
IS INCLUDED IN THE DESIGN WHEN LINERS ARE REQUIRED BY THE SOILS REPORT.
When areas of unsuitable material are encountered, they will be over -
excavated below finish grade to the specified depth as measured
perpendicular to the finish grade. The foundation shall be backfiiled
as specified to grade with a SCS approved material (ie - CL,SC,CH)_
REFER TO THE SOILS INVESTIGATION INFORMATION IN THE PLANS FOR SPECIAL
CONSIDERATIONS.

SHEET 2 OF 2
Soil liner material shall come from an approved borrow area. The
minimum water content of the liner material shall be optimum moisture
content which relates to that moisture content when the soil is kneaded
in the hand it will form a ball which does not readily separate. Water
shall be added to borrow as necessary to insure proper moisture content
during placement of the liner. The moisture content of the liner
material shall not be less than optimum water content during placement.
The maximum water content relates to the soil material being too wet
for efficient use of hauling equipment and proper compaction. Proper
compaction of the liner includes placement in 9 inch lifts and
compacted to at least 90 percent of the maximum ASTM D698 Dry Unit
Weight of the liner material. When smooth or hard, the previous lift
shall be scarified and moistened as needed before placement of the next
lift.
The single most important factor affecting the overall compacted perme-
ability of a clay liner, other than the type of clay used for the
liner, is the efficient construction processing of the compacted liner.
The sequence of equipment use and the routing of equipment in an estab-
lished pattern helps assure uniformity in the whole placement and
compaction process. For most clay soils, a tamping or sheepsfoot
roller is the preferable type of compaction equipment.
The soil liner shall be protected from the discharge of waste outlet
pipes. This can be 'done by using some type of energy dissipator(rocks)
or using flexible outlets on waste pipes.
Alternatives to soil liners are synthetic liners and bentonite- sealant.
When these are specified, additional construction specifications are
included with this Construction Specification.
CUTOFF TRENCH:
--------------
A cutoff trench shall be constructed under the embankment area when
shown on a typical cross section in the plans. The final depth of the
cutoff trench shall be determined by observation of the foundation
materials.
VEGETATION:
All exposed embankment and other bare constructed areas shall be seeded
to the planned type of vegetation as soon as possible after construc-
tion according to the seeding specifications. Topsoil should be placed
on areas of the dike and pad to be seeded_ Temporary seeding or mulch
shall be used if the recommended permanent vegetation is out of season
dates for seeding. Permanent vegetation should be established as soon
as possible during the next period of approved seeding dates.
REMOVAL OF EXISTING TILE DRAINS
-------------------------------
When tile drains are encountered, the tile will be removed to a minimum
of 10 feet beyond the outside toe of slope of the dike. The tile
trench shall be backfilled and compacted with good material such as
SC, CL, or CH.

US Department of Agriculture
Soil Conservation Service
PLANNED
QUANTITY CALCULATIONS
prepared for
1n
Area3 County, North Carolina
Designer : h gay Checker '
Date : 05/23/94 Date
Job Number 010
* EXCAVATION
; **
FILL **
Bot
Left
Right
Off--CL
CL
Dist
; Area
Volume
Area
Volume
Width
SS
SS
( ft )
Sta
( ft )
; ( SgFt )
( Cu )
(SgFt )
( Cu )
.Yds
.Yds
209.
3:1
3.3:1
70.0
20t.5
; 1327.5
0.0
80
4329.8
;
O.0
222
3:1
3.3:1
70.0
; 1+00
; 1613.5
0.0
100
11151.9
;
0.0
255
3:1
3.3:1
70.0
2+00
2070.5
0.0
62
;
15763.0
;
0.0
258
3.1
3.3:1
70.0
261+.5
1978.3
0.0

US Department of Agriculture
Soil Conservation Service
CROSS-SECTION DATA
QUANTITY CALCULATIONS
prepared for
in
Area3 County, North Carolina
Designer h gay Checker
Date 05/23/94 Date
Job Number 010
TEMPLATE DATA:
Beginning Elevation = 42
Beginning Station = 20+.5
20+.5 to 20+.5
c\3c1209/3.3
0.00000
ft/ft
20+ .5 to 1+00
c\3cl222/3 .3
0.00000
ft/ft
1+00 to 2+00
c\3c1255/3.3
0.00000
ft/ft
2+00 to 261+.5
c\3cl258/3.3
0.00000
ft/ft
SECTION NUMBER 1
Centerline Station 20+.5
ORIGINAL DATA:
0.0 / 47.0 100.0 / 47.6
200.0 / 48.2
300.0 / 47.7
350.0 / 47..
SECTION NUMBER 2
Centerline Station 1+00
ORIGINAL DATA:
0.0 / 48.3 100.0 / 48.8 200.0 / 48.7 300.0 / 48.4 350.0 / 48.-
SECTION NUMBER 3
Centerline Station 2+00
ORIGINAL DATA:
0.0 / 49.7 100.0 / 49.7 200.0 / 49.4 300.0 / 49.2 400.0 / 49.:
SECTION NUMBER 4
Centerline Station 261+.5
ORIGINAL DATA:
0.0 / 49.3 100.0 / 49.5 200.0 / 49.0 300.0 / 48.7 400.0 / 48.E

US Department of Agriculture
Soil Conservation Service
PLANNED
.
QUANTITY CALCULATIONS
prepared
for
ti 1. 1 i
sue. Y
in
Area3
County,
North
Carolina
Designer
h gay
Checker
Date
: 05/23/94
Date
Job Number 10a
** EXCAVATION **
**
FILL **
Top
Left
Right
Off-CL ;
CL
Dist
Area
Volume ;
Area
Volume
Width
SS
SS
( ft )
Sta
( ft ) ;
(SgFt )
( Cu .Yds )
(SgFt )
( Cu .Yds )
12
3:1
3.1
28.0
0+00
0.0
;
152.2
92
0.0 ;
489.2
12
3:1
3:1
20.0
0+92
0-.0
135.0
100
0.0 ;
917.0
12
3:1
3:1
20.0 ;
1+92
;
0.0
;
96.0
100
0.0 ;
1329.5
12
3:1
3:1
20.0
2+92
;
0.0
;
126.7
115 ;
0.0 ;
1782.4
12
3.3:1
3.3:1
20.0 ;
4+07
;
0.0
;
86.0
103
0.0
2090.5
12
3.3:1
3.3:1
20.0
5+10
0.0
;
75.5
134
0.0 ;
2408.�:
12
3:1
3:1
60.0
6+44
;
0.0
;
52.6
100 ;
0.0
2598.E
12
3:1
3.1
60.0 ;
7+44
0.0
;
49.8,
100 ;
0.0
2768.0
12
3:1
3:1
60.0 ;
8+44
;
0.0
;
41.8
97
0.0
2937.2
12
3:1
3:1
28.0 ;
9+41
;
0.0
;
52.4

US Department oi" H9ricuiturG
Soil Conservation Service
PLANNED
QUANTITY CALCULATIONS
prepared for
in
Area3 County, North Carolina
Designer : h gay Checker
Date : 05/23/94 Date
Job Number 10b
** EXCAVATION **
; **
FILL **
Top
Left
Right
Off-CL
CL
Dist ;
Area
Volume
Area
volume
Width
SS
SS
( ft )
Sta
( ft ) ;
(SgFt )
( Cu .Yds )
; (SgFt )
( Cu )
.Yds
270
5:1
3:1
70.0
0+05
0.0
; 1314.6
95 ;
0.0
;
4296.5
270
5:1
3:1
70.0
1+00
0.0
1127.6
140 ;
0.0
;
9482.4
270
5:1
3:1
70.0
2+40
0.0
672.7

I,.i, 1- 1 I ) I f
North Carolina Agricultural Extension Scryitt
A '- Wast Mana �m�t
BtQJgimd and A rioehwW Egip i g North Carolbw Stir
ITVffiTDCL PAft SAffiL= . ANALYSIS AND CALCULAMY
OF LAND AFrAaCATIOa RLTlS
Jsaes C. Barker*
I. SAWU COLLW=OS
A. SMi-Solid Lot lWowe
i. Scraped directly from lot into spreader
a. Fs lamded spreader, collect abent 2 lis of Gamete frame
dtgbwmt lonatiaas using v=mstsllia mal]astws.
it . PYota at:arape
a. Collect about 2 1b2 of awwre from mbar the surface cruet
{ _ avoid ag beddin materials and using xa its aollecters.
I. L I gold ng� SJUM
i. Under -slotted -floor pi:
a. Eztend a 1/2` nonmetallic cwaduit open on both ands into
manure to pit floor.
b. Seal upper and of conduit (e.g., by placing a.tl� aver cad
of conduit) trapping ma=e that has enured Imer and, rMMMe
and m*cy slurry into plastic bucket or nnmet:allic Gontainer.
c. Take subsaaples frao 5 or more locations or at least 1 quart.
d. Six and add about 3/4 pint to noametallic sample ooatafnar.
a*. ii. Exterior storabasin at tacit
a. Mete awre meaa<e bso been +cell cis" with a liquid awe
cheyyer-editaser pump or pre4e11ar 2002COs.
b . raw asisarples tsar ab"M S pit laewdess . 2l 4000 t pMV
w ftm �a I -- I er piaae is a plaraLs i odm.
Paefteaw 46d RMSEMUM s. and &=IMlt "&I �lMsisla�
Depor"■iw. decal oueli#a Stem vuvwmity, Salei#. PC.

00.
At I is hment H
II. SAWLi PRUAAAXIO# AMS TL11MM
A. PL4e sample into an ale container that can be sealed. Un e
t'smidues from container with clean water but do not use disinfectants,
soaps, or treat in any other way.
S. Pack sample in ice, refrigerate, freeze, or transfer to lab quickly.
C. Hand -delivery is most reliable way of sample transfer.
D..If mailed, protect sample container with packing material such as
newspaper, box or package with wrapping paper, and tape.
E. Commercial sample containers and mailers are also available. Contacts:
i. ALL Eastern Agricultural lab, Inc. iii. Polytoam Patters Corp.
7621 VbLitepine Road 2320 S. Foster Av nuo
Sicbmond, VA 23237 Vheeling, IL 60090
Ph: [phone] ft: [phone]
ii. Fisher Scientific Co.
3313 Vinton Road
214184h, RC 27604
Pb: [phone]
iv. NASCO
901 Janesville Avwwe
Fort Attinsoa. QI 33332
Ph: [phone]
F. Private analytical labs are available, but sample analyses are costly.
G. 'rbs NC L provides this service for North Carolina residents.
i . AAA rsss : W tb Carolina D+portamt of Ag ricvltare
Ig+onoaia Division
Plant/Waste/Solution Advisory Section
Blue Ridge Road Center
P.O. Box 27647
Raleigh, NC 27611
Ph: [phone]
Attn: Dr. Hay Campbell
ii. Forward $4 along with the sample.
iii. Include the following identification information with sample:
A. Livestock species (dairy, swine, turkey, etc.)
b. Livestock usage (swine -nursery, finishing; turkey -breeders.
brooderhouse, grow r, number flocks grown on litter; etc.)
c. Waste " (dairy -lot scraped ram==*. liquid slurry; rwime-pit
slurry. lagoon liquid, sludge; broiler-beuse litter, stockpile
iv. Routine analysas performed on all samples: 1. P. L. Ca. vs. ■e.
i, Fe. f, Sm. Os. i
v. Additional analyses performed upon request: 1K, No. W. Ni, Fb

U- S. Department of Agriculture NC-ENG-34
Soil Conservation Service September 1980
HAZARD CLASSIFICATION DATA SHEET FOR DAMS
Landowner
Car !
R j iec
County ps a n
R
Community
or Group
No.
Conservation Plan No.
Estimated
Depth of
Water to Top of Dam
Ft. Length of Flood Pool Ft.
Date of Field Hazard Investigation 111414
Evaluation by reach of flood plain downstream to the point of estimated minor effect
from sudden dam failure.
st. E ev. :Est. Elevation
Kind of :Improvements: of Breach
Reach: Length: Width: Slope: Land Use Improvements : Above :Floodwater Above
Flood Plain: Flood Plain
Ft. Ft. % Ft. Ft.
Woods
2
3
Describe potential for loss of life and damage to existing or probable future downstream
improvements from a sudden breach CLODrox Roo' fa t r.b. n-f U1;1d(a-t Cmek
G o 5aod' -tz SR 007
Hazard Classification of Dam (0 b, c) (see NEM-Part 520.21)
Dam Classification (I, II, III, OV)
name
title
Concurred By
name title
NOTE: 1. Instructions on reverse side.
2. Attach additional sheets as needed.
Date G—_ !F-z-
Date

INSTRUCTIONS
All dams built with technical assistance from the Soil Conservation Service
must have a hazard classification assigned by the person responsible for
approving the design. Most farm ponds, except in borderline cases, can
be classified after a complete field investigation without assuming failure
and making breach studies. This data sheet is to be used for recording
the information obtained through field studies and for documenting the
hazard classification. Where there is a possibility for loss of life or
major property damage from a dam failure, an approved breach routing
procedure is to be used. (Consult with the area engineer.)
Hazard classifications of dams are made by evaluating the possibility
for loss of life and the extent of damage that would result if the dam
should suddenly breach --that is --a section of the dam be suddenly and
completely washed out. It is to be assumed that a wall of water will be
released equal to the height of the dam. This flood wave will be reduced
in height as it moves down the flood plain. The wave height (depth of
flooding) should be evaluated for a sufficient distance downstream until
the estimated flood level will not cause significant damage to improvements,
such as homes, buildings, roads, utilities, reservoirs, etc. The breach
flood level will be reduced depending on the valley storage, slope, and
openess of the flood plain; however, in a narrow steep valley slopes
steeper than 10% should be given special consideration. One method of
evaluation is to compare available valley storage (under flood conditions)—
to impoundment storage (figured to the top of the dam) for each reach
evaluated with a judgment estimate made of the flood wave height at all
critical points downstream.
Should there be any questions about the hazard classification for a dam,
the area engineer should be consulted before making design commitments.

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Cbnfinment Building
Pit
TYPICAL VIEW OF A ONE -STACK LAGOON SYSTEM
Top Width - 4b Settled Top Elevation 'rz-c�
Pipe Invert Elevation
52a S
SS T.a
�iSS,b: / SS7a:�
TREATMENT
i LAGOON
i� Depth = ��
Pipe (Needs to he adequately
supported)
Bottom $levation *2't'
NOTE: RIP -RAP, FLEXIBLE PIPE OR OTHER SUITABLE MATERIAL WILL BE
PLACED AT PIPE OUTLETS TO PREVENT EROSION OF CLAY LINER
r

ll
FILL l
1
AVERAGE GROUND
VARIABLE �
SANDY MATERIAL
NO CLAY
FEET THICM
CLAY LINER
SANDY CLAY -CLAY
ADDITIONAL'EXCAVATION DUE TO LINER-
TYPICAL CROSq-•.SECTION OF
LAGOON CONSTRUCTION WITH
PARTIAL, CLAY LINER
1 T THICK CLAY LITER
(MINIMUM)
EXCAVATE THIS AREA AND
r BACKFILL WITH CLAY
EXCAVATE•.
r
FILL
^_ AVERAGE GROUND
VARIABLE SANDY MATERIAL
NO CLAY
1.8 FEET THICK
CLAY LINER
SANDY CLAY -CLAY
AVERAGE DEPTH TO CLAY X 1.8 FEET TRICK X DISTANCE - CUBIC FEET = CUBIC YARDS
5
27 CUBIC FEET/CUBIC YARDS
!MOTE: WHEN AREAS OF UNSUITABLE MATERIAL ARE ENCOUNTERED, THEY WILL NEED TO BE EXCAVATED A MINIMUM OF 1.8
FEET BELOW GRADE, BACKFILLED AND COMPACTED WITH A SCS APPROVED MATERIAL (SC, CL, C14.

SC S• £NG• 538
Rev. 5-70
U. S. DEPARTMENT OF AGRICULTURE
SOIL CONSERVATION SERVICE
SOIL INVESTIGATION TO DETERMINE SUITABILITY OF PROPOSED POND SITE
R •
WATERSHED AREA MEASUREMENTS
CROPLAND -ACRES PASTURE-ACRE.S
WOODLAND -ACRES �. ! • • f
SKETCH OF PROPOSED POND SHOWING WHERE BORINGS WERE KADE (Approx- scale I". -feet):
■■■
MEE
MENU
REM
■■■N�1■■■
■E
■■■E■r■
■
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ISM
■■■ISMS■
■■■■■MMIMMM
■■
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■■
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SEEM
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■■■■■■■■■■■■■■■■■■■■■■■■EIS
■■■■■■■■■■■■■■■■■■■■■■■■■■
■■■■■■■■■■■■■■■■■■■■
■■■■■
■■■■■■■■■■e■■■■■■■■■
■SEEM
BORING NUMBER AND PROFILE
NaAe and tilt dam -site and spillway barmos fine - then ponded area and bormw pit barmigs - saverate with &*rdwi red line.
(Continued on back whem necessarld Show watertable viewrions or, dam -site borings.
v�©!©lil�©!O:OIL1�!�D7a�'!1®f®Iml®I'Q�imlm'm101®l:
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elE�lBORINGS
MADE BYEOCL SIGNATURE & TM
1-1

JU41 �-,UJ i5rst vd0U(1 >b(Wt:tt " / / / tJune 91)
HIGHLY ERODIBLE LAND AND WETLAND
CONSERVATION DETERMINATION
3. County
sarxasarl
4. Name of USDA Age arson Requesting Determin tP� /]S/r C 5. Farm NIS- 7( N7- K�
/11 �T [� J 1 a
SFCTIAN i . NIGHT Y ERODIRI F I AND
Sam McAlm /P 10/
�o • �x &_3
l�rAtlls,W- Z VW41
6. Is soil survey now available for making a highly erodible land determination? Yes ❑ No ❑
FIELD NO.(s)
TOTAL ACRES
7. Are there highly erodible soil map units on this farm? Yes ❑ No ❑
S. List highly erodible fields that, according to ASCS records, were used to produce an agricultural commodity in any
crop year during 1981-1985.
9. List highly erodible fields that have been or will be converted for the production of agricultural commodities and,
according to ASCS records, were not used for this purpose in any crop year during 1981-1985; and were not
enrolled in a USDA set -aside or diversion program.
10- This Highly Erodible Land determination waecom feted in the: Office Field ❑
-
SECTION tl - WI=TLAND
FIELD NO-(s)
TOTAL ACRES
11. Are there hydric sails on this farm? Yes No ❑
12. Wetlands (W), including abandoned wetlands, or Farmed Wetlands (FW) or Farmed Wetlands Pasture (FWP).
Wetlands may be farmed under natural conditions. Farmed Wetlands and Farmed Wetlands Pasture may be
farmed and maintained in the same manner as they were prior to December 23. 1985, as long as they are not
abandoned.
13. Prior Converted Cropland (PC). Wetlands that were converted prior to December 23. 1985. The use, management,
drainage, and alteration of prior converted cropland (PC) are not subject to the wetland conservation provisions unless
the area reverts to wetland as a result of abandonment.
14. Artificial Wetlands (AW). Artirficial wetlands iActudes irrigation -induced wetlands. These wetlands are not subject
to the wetland conservation provisions.
15. Minimal Effect Wetlands (MW). These wetlands are to be farmed according to the minimal -effect agreement signed
at the time the minimal -effect determination was made.
16. Mitigation Wetlands (MIW). Wetlands on which a person is actively mitigating a frequently cropped area or a wetland
converted between December 23, 1985 and November 28. 1990.
17. Restoration with Violation (RVW-year). A restored wetland that was in violation as a result of conversion after
November 28. 1990. or the planting of an agricultural commodity or forage crop.
18. Restoration without Violation (FtSW). A restored wetland converted between December 23, 1985 and
November 28. 1990, on which an agricultural commodity has not been planted.
19. Replacement Wetlands (RPW). Wetlands which are converted for purposes other than to increase production,
where the wetland values are being replaced at a second site.
20. Good Faith Wetlands (GFW+year). Wetlands on which ASCS has determined a violation to be in good faith and the
wetland has been restored.
21. Converted Wetlands (CW). Wetlands converted after December 23, 1985 and prior to November 28. 1990. In any
year that an agricultural commodity is planted on these Converted Wetlands, you will be ineligible -for USDA benefits.
22. Converted Welland (CW+year). Wetlands converted after November 28. 1990, You will be ineligible for USDA
program benefits until this wetland is restored.
23. Converted Wetland Non -Agricultural use (CWNA). Wetlands that are converted for trees, fish production, shrubs,
cranberries, vineyards or building and road construction.
24. Converted Wetland Technical Error (CWTE). Wetlands that were converted as a result of incorrect determination
by SCS.
25. The planned alteration measures on wetlands in fields are considered maintenance and are in compliance
with FSA.
26. The planned alteration measures on wetlands in fields are not considered to be maintenance and if
installed will cause the area to become a Converted Wetland (CW)... lSee item 22 for information on CW+year.
27. The wetland determination was completed in the off ice M field ICI and was delivered mailed[:] to the person on
28. Remarks
I rertrfy rhat the above determination is correct and adequare for use in determining 30. Signature of SCS District Conservationist 31. Date
bgrophy for USDA program benefits, and that N es exist
hydrology. asoul sorts. and / _ / Q &K O `
hvdrnphytrr vegetation under nnrmai circumstances etisr on a!i areas outlined as !{�Vr7v(`I � !/Q
Wetlands. Farmed Wetlands, and Farmed Wetlands Pasture- � J
Asslltarroe And pragnems or the Sall ConMry&dm Serrtce avegebN wrthoW rwgsrd to rear, nllpion, eo/or, ees, egs, or hendAW
SCS Copy

TYPES OF MATERIAL ENCOUNTERED IN BORINGS
(Use one of systems below)
UNIFIED CLASSIFICATION
USDA CLASSIFICATION
GW-Well graded gravels; gravel. sand mix
g- gravel
GP - Poorly graded gravels
s - sand
GM -Silty gravels; gravel -sand -silt mix
vfs -very fine sand
GC -Clayey gravels; gravel -sand -clay mix
al - sandy loam
SW- Well graded sands; sand -gravel mix
fsl -fine sandy loam
SP -Poorly graded sands
1- loam
SM - Silty sand
gl -gravelly loam
SC -Clayey sands; sand -clay mixtures
si - silt
ML - Silts; silty, v, fine sands; sandy or clayey silt
sil - silt loam
CL -Clays of low to medium plasticity
cl -clay loam
CH -Inorganic clays of high plasticity
sicl -silty clay loam
MH-Elastic silts
scl- sandy clay loam
OL - Organic silts and silty clays, loon plasticity
sic - silty clay
OH -Organic clays, medium to high plasticity
c - clay
1. Suitable material for embankment is available 0 Yes No (indicate where lowled an th% sketch on
rw ww side)
RF114 A RK S:
2. Explain hazards requiring special attention in deaiga tsewo.. swrtmg..n=k etc.)
GEBiERAL REMA.RXS:
f 7�_ V t t S�j r c r• r n tl,ti.
24
25
26
27
28
29
30
31
132
133 1134
135
136113711
381139.
40
41
0 42 1
43
144
451146
147
48149150
51

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L
Pskv o,
All
list 5 Q W
CIS
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r
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x

WASTE UTILIZATION PLAN
FOR
CARL RILEY
ROUTE 1, BOX 63
HARRELLS NC 28444
June 3, 1994
Your animal waste utilization plan has been specifically
developed for your 2580 FEEDER TO FINISH SWINE operation.
The plan is based on the soil types, crops to be grown, and
method of application for your particular operation. The waste
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 and annual soil tests are encouraged so that all
plant nutrients and lime can be balanced for realistic yield
of the crops 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 environ-
mentally safe manner. Always apply waste based on the needs
of the crop to be grown and the nutrient content of the waste.
The amount of available nitrogen for plant use is dependant on
the method of application. Soil type is important due to
different leaching potential and yield potential. Waste shall
not be applied to land eroding at greater than 5 tons per acre
per year. Do not apply waste on saturated soils or on land
when the surface is frozen. Either of these conditions may
result in runoff to surface waters. Wind conditions should
also be considered to avoid drift and downwind odor problems.
To maximize the value of the nutrients for crop production and
reduce the potential for pollution, waste should be applied to
a growing crop or not more than 30 days prior to planting.
Soil incorporation of the waste will conserve nutrients and
reduce odor problems.
The acres needed to apply the animal waste are based on
typical nutrient content for this type of facility. Annual
acreage requirements may be more or less depending on the
specific waste analysis report for your facility at the time
of irrigation.
l

Your waste utilization plan is based on the following:
TABLE A. AMOUNT OF WASTE PRODUCED PER YEAR
-------------------------------------------------------------------------
NUMBER OF TONS WASTE PER TONS WASTE
ANIMALS TYPE OF ANIMALS 1000 ANIMALS PER YEAR
2580 FEEDER TO FINISH 3700 9546
-------------------------------------------------------------------------
TABLE B.
SUMMARY
OF CROPS
BY FIELD
----------------------------------------------------------------------------
TRACT
FIELD
SOIL
ACRES
CROP
CROPCODE
8312
1
WaB
15
HYBRID BERMUDAGRASS HAY
BH
8312
----------------------------------------------------------------------------
3
NoB
11.7
HYBRID BERMUDAGRASS HAY
BH
TABLE C. SUMMARY OF CROPS, YIELD, AND NUTRIENT REQUIREMENTS BY SOIL TYPE
------------------------------------------------------------------------------
CROP SOIL YIELD UNITS TOTAL N *TOTAL P *TOTAL K
HYBRID BERMUDAGRASS HAY NoB 6.1 TONS 305 0 140 - 160
HYBRID BERMUDAGRASS HAY WaB 5.5 TONS 275 0 140 - 160
-----------------------------------------------------------------------------
* Total phosphate and potash amounts should he confirmed with a soil test.
TABLE D. WASTE MANAGEMENT BY FIELD
CROP
WASTE APPL
TYPE
WASTE N
COMM N
MONTHS TO APPLY
TRACT
FIELD
CODE
METHOD
WASTE
LB/AC
LB/AC
ANIMAL WASTE
8312
1
BH
IRRIGATE
SWINE
275
0
APRIL TO OCT
8312
-----------------------------------------------------------------------------
3
BH
IRRIGATE
SWINE
305
0
APRIL TO OCT

33yS'
.le acres, crops, and application method shown in the, preceding tables will
accommodate approximate)y'Z�--4t animals of the type hown in Table A.
It more commercial fertilizer is used than is shown in Table D, then
additional acres of land will be needed. A 3 - 15 feet wide permanent
` grass filter strip should be seeded along all ditches in fields that
receive animal waste.
ADDITIONAL COMMENTS l i !dtfa kV1
rti
Prepared by. Title
Concurred in by: Date
ro uc r

IMW
1, Car � A 1MJr . , 0"Iy that 1 (0", have scom 10) the
(Ptochret)
following irription equipment:
TYPE IRRlGATIQN AND SIZE
AVAILABLE FROM
(o n r of tquipmsrio `
1 further certify that, through the arranpments i have made conceming irrigation equipment. 1
will be abie to irripe as necessary according to my waste to t plan.
r,
Signature
Date 4 —/C? `��
PRODUCER CERTIiiCA'fII �A�V�1T TO PLA,�1'I' GRASS FOR
t ivty
CAr I � . It (^ . 1, ce-Mifv that I will nlant the s ncifird atasws
(producer! '
as outlined in my waste management plan at the next available seedirg date. If this seeding
date is in excess of 6 months from the date I stock animals, then 1 will provide a temporary
cover of small grain if needed for irrigation.

e AIA iL., f L-1 f4N&,�
p?p a W ssz�,-L�(ti
_ 1 a
REQUTIZED SPECIFICATIONS
1. Animal waste shall not reach surface waters of the state by run'A drill, 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 $I0,000 per day by the
Diuision of Environmental Management for every day the discharge continues.
2. The Field Ofl�ce 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 a written agreement (sample enclosed) with a landowner
who is within a reasonable proximity, allowing him/her the use of the Iand 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 Plan when there
is a change in the operation, increase in the number of animals, method ofu:ilization,
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.
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 I0 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
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 Ctimate in North
Carolina" in the Technical Reference - Cuvironmem file for guidauce.)

REQUIRED SPECIFICATIONS
(continuer)
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 dies and provide uniformity of application..
S. AnimaI 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 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 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 thall 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 ovei-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.

_.-_.. .
ZI
REQUMED 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 maximum
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.
20. aste handling structures, piping, pumps, reels, etc., should be inspected on a regular
basis to prevent breakdowns, leaks, and spills. A regular maintenance checklist should
VX be kept on site.

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f

ass 82a2(oCo
Nutrient Management Plan For Animal Waste Uti
11-11-2001
This plan has been prepared for.
Carl Riley Finishing
Carl Riley
2926 Tomahawk Hwy
Harrells, NC 28444
910-532-4941
This plan has been d,
Hank Gay
Independent
4870 Garland Hwy
Clinton, NC 28328
[phone]
Developer S'
Type of Plan: Nitrogen Only With Manure Only
Owner/Manager/Producer Agreement
I (we) understand and agree to the specifications and the operation and maintenance
procedures established in this nutrient management plan which includes an animal waste
utilization plan for the farm named above. I have read and understand the Required
Specifications concerning animal waste mabagement that are included with this plan.
101
L 151 , ' Iia
Sig== (manages' or prodacer)
13-a- of
0
This plan meets the minimum standards and specifications of the U.S. Department of
Agriculture - Natural Resources Conservation Service or the standard of practices adopted
by the Soil and Water Conservation Commission.
Plan Approved By: /�,�/ IL lot ]Zt0i
Technical S Signature Date
714819 Database Veasion 1.06 Date Printed: 11-11-2001 Cover Page i

r.
Nutrientsapplied. in accordance with this plan will be suppliedIrr±om the
following sources):
Commercial Fertilizer is not. included in this plan.
S7
Swine Feeder -Finish Lagoon Liquid waste generated 2,391,660 gals/year
by a 2,580 animal Swine Finishing Lagoon liquid operation- This
production has waste sta e ' 'es of ro ' 180
Estimated Pounds of Plant Available Nitrogen GenwAed per Year
Broadcast
5512
Iimca Wrated
9466
Injected
10425
hT*Ucd
5991
Actual PAN Applied
Year 1
6040
Notes:
do soo:oe ID, S � ward som�,U nay axr defined sotuCe. - -
t�Rw-Lrr
-i•!L riots-�-�� s.St q� Zoo [�s �S �[+�.f4.s�� �l11ya, � �19'1�..
6 r-4g [b�
714819
Database version 1.06 Date Printed: 11-11-2001 Source Page 1

The Waste Utilization table shown below summarizes the waste utilization plan for this operation. This plan provides an estimate of the number of acres of cropland
needed to use the nutrients being produced. The plain requires consideration of the realistic yields of the crops to be grown, their nutrient requirements, and proper
timing of applications to maximize nutrient uptake.
This table provides an estimate of the amount of nitrogen required by the crop being grown and an estimate of the nitrogen amount being supplied by manure or other
by-products, commercial fertilizer and residual from previous crops. An estimate of the quantity of solid and liquid waste that will be applied on each field in order to
supply the indicated quantity of nitrogen from each source is also included.
A balance of the total manure produced and the total manure applied is included in the table to -ensure that the plan adequately provides for the utilization of the
manure generated by the operation. Animal operations that generate liquid waste and utilize waste storage facilities (lagoons or holding ponds) may apply.more or
less waste in any given year than is annually generated by the facility. In order to determine whether the plan adequately utilizes the waste produced by the facility,
the storage capacity table included in this plan should be reviewed to ensure that the design capacity of the storage facility is not exceeded during the planning period.
Depending on the requirements of the crop and the nutrient content of the waste, some nutrients will likely be over or under applied if animal waste is being utilized.
Waste should be analyzed before each application cycle and annual soil tests are required if animal waste is being applied. Soil tests should be used to balance the
nutrient application amounts with the realistic yields of the crop to be grown. Nutrient management plans may require that the application of animal waste be limited
so as to prevent over application of phosphorous when excessive levels of this nutrient are detected in a field.
Waste Utilization Table Year !
Tract
Field
Source
I.D.
Soil Series
Total
Acre
Use.
Acres
Crop
RYE
RYE
Unit
Applies
Period
Nitrogen
PA
Nutrient
Rod
Comm.
Fert.
Nutrient
Applied
Res,
(1ba/A)
N
Applic.
Method
Manure
PA
Nutrient
Applied
Liquid
Mamn
Applied
(acre)
Solid
Manure
Applied
(acre)
. Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
lbs/A
1000
wWA
Um
1000 itals
touts
8312
1
87
Norfbik MIJ
7.0
2.1
ma11 Grain Clverseed
1.0
Tons
10/1.3/31
SO
0
0
Irtig
50
20.0
0.0
42.3
0.0
8312
1
S7
N Ik 1
7.0
2.1
Hay
Tons
3/1-9/30
• 235
0
0
Irrig
235
93.8
0.0
199.9
0.0
8312
2
87
N alk 1
7.0
2,5
mall Qrain Overseed
1.0
Tons
1011-3131
50
0
0
Irri
50
20.0
0.0
50.9
0.0
8312
2
S7
NoNolk 1
7.0
2.5
day= Hay
43
Tone
3/1-9130
' 235
0
0
brig,
233
93.8
0.0
239.2
0.0
8312
3
S7
NqKolk 1
7.0
2.5
mall Chain Over"eti
1.0
Tons
10/13/31
50
0
0
Irri
50
20.0
0.0
50.3
0.0
8312
3
S7
N lk
7.0
2.5
Ha
Tons
3/1.9130
• 35
0
0
Irri .
235
93.8
0.0
236.4
0.0
8312
4A
S7
Ik
15.0
3.2
uttall Chain Overseed
1.0
Tons
10/1-3/31
So
0
0
Irrl
50
20.0
0.0
62.9
0.0
8312
4A
S7
orf tic
15.0
3.2
uda Ha
Tans
3/1•9/30
• 235
0
0
itri
233
93.8
0.0
295.5
0.0
8312
4$
S7
15.0
3.3
tnali Grain Oveneed
1.0
Tans
10/l3131
30
0
0
30
20.0
0.0
66.7
0.0
9312
4B
87
auf
15.0
3.3
Ha
Tans
3/1-9/30
• 235
0
0
Irrig.
2331
93.8
0.0
313.3
0.0
I
714819 Database Version 1.Ob Date Printed: 11-1 I-2001 Wt]T Page 1

1 Waste Utilization Table
Year 1
Field
souroc
I l.M
Soil Series
Total
Acre
Use,
I Acres
Cron
RYE
RYE
I Unit
Applies
Period
Nitrogen
PA
Nutrient
Reld
N
Comm.
Fort
Nutrient
Applied
N
Rea.
(lbs/A)
N
Applic.
Method
Manure
PA
Nutrient
Applied
Liquid
Manure
Applied
(acre)
Solids
- Manure
Applied
(acre)
Liquid
Manure
Applied'
(Field)
solid
Manure
Applied
(Field)
lbs/A
.1000
oVA
tom
1000 nh
tons
..Lm.ct
8312
SAI
97
N elk I}
!SA
1 3.6
mall Grain t]vareood
1.0
1 Toro
1011ti3131
1 SO
Ol
0
Irrig.
50
Z0,0
0.0
72.3
0.0
8312
. SA
. 97
N ollc W
15.0
3.6
MH&y
-&S #.fTons
311-9/30
1 * 235
of
0
235
93.8
0.0
339.6
0.0
8312
5BJ
97
W No A
15.01
3.6
mall Grain ovctsecd
1.0
Tom
1011-3131
50
Of
0
Irrig.
SO
20.0
0.0
71.5
0.0
9312
S$
S7
W sk
15.0
3,6
uda Ha
5.5
Tons
33.9/30
* 260
01
4
Irria.
260
103,8
0.0
371.6
0.0
Lagoon Liquids
Tatal Lklmlick,1900 Itallons
2 411
Total hv&UX4 1000 Agm
2,392
Balan 1000 igloos
-20
Manure Solids
Total li tones
0
Total Produced, tom
0
Balanoe. tens
D
Notes; I. in the tract column, symbol -- means leased, otiwwise, owned.
2. Symbol * meam user entered data.
714819 — _......... .Database Version 1.06 - -- _.__ Date Printed: 11-11-2001 WUT Page

The Irrigation Application Factors for each field m this plan are shown m ft following table. Infiltration
rate varies with soils. If applying waste nutrients ihrougb an irrigation system, you must apply at a rate
filet will not result m runoff. This table provides the rmxirmrm application late per hour that may be
applied to each field selected to receive wastewater. It also lists the maxinum application amount that
each field may receive in any one application event.
irrigation Application Factors
Tract
rum
Son Saes
Rde
mchml6oar
Appfi=dmAmotal
—ha
8312
1
Norfolk
0.50
0.96
9312
2
NorSoiik
0.50
096
9312
3
Norfolk
0.50
0.96
9312
14A
I Norfolk
0.50
096
8312
4B
Norfolk
0.50
0.96
9312
5A
Norfolk
0.50
096
9312
5B
wamwo
0.60
0.72

The fallovvmg Lagoon Sludge Ndrogen Utilization table provides an estimate of the number of acres needed for �.
sludge ublizad w for the indicated accumulation period. These estunates are based on av" erage nkmgm
concentrations for each source, fire number of ammals in the facility and the plant avaidable nitrogen application rates
shown in the second cohmmn.
Lagoon sludge coins nutriemtg and organic mattcr remaining after treatment and application of the efibmu . At
clean out, this material must be utilized for crap production and applied at agronomic rates. In most cases, the
priority manent is nitrogen but outer nutrients including phosphorous, copper and zmc can also be lug. Since
nut lent levels are generally very high, application of sludge must be carefully
Sites must first be evaluated for their suitability for dodge application, Ideally, effluent spray fields should not be
used for sludge application.. If this is not possible, care should be taken not to load efflucut applies fields with
high amounts of copper and zinc so that additional effluent cannot be applied On sites vulnerable to surface water
moving to streams and lakes, phosphorous is a concern. Soils contamrlg very high phosphorous levels may also be a
concern.
Lagoon Sludge Nitrogen Utilization Table
Cupp
Maximum
PA-N Rate
Iblac
A a m Sludge
Application Rate
1000 gaVac
Minimum fi
5 Years Accumulation
Minimum nimmn Acres
10 Years A xmmlation
nimum Acres
15 Years Accumulation
Swine Feeder -Finish Lagoon Sludge - Standard
Cam 120 ba'
150
13.16
3234
64.69
97.03
Hay 6 ton RYM
300
26321
16.17
3234
49.52
Soybean 40 bu
1601
14.04
1 30.321
60.64
XM
714919 Database Version 1.06 Date Printed: 11-11 2001 Sludge Page 1

The Available Waste Storage Capacity table provides an emote of the'mmnber of days of storage
city available -at the and of each month of the plan. Available storage capacity is' mkulated as the
design capacity m days minus the mmdw of days of net storage volume aoammlaied. The start
date is a value entered by the user and is defined as the date prior to applying mtncats to the fist crop in
the plan at which storage: vohum in the lagoon or molding pond is equal tin arro.
Available storage capacity should be greater than or equal to zero and less than or equal to the design
storage sty of the facility.' If the available storage capacity is greater than the design storage capacity,
this i dicates that the plan.calis for the application of mitriemb that have not yet accruimrlated. If available
Amp capacity is eve; the estimated vuhum of aommuulated waste exceeds the design storage vohrnre
of the structure. Eitla of these situations indicates that the planned application interval m the waste
utilization plan is inconsistea with the structure's temporarystorage rapacity
Available Waste Storage:Canacity
Source Name
Swim Feeder-FWlsh
Storage �acity (Days)
Start Date
9125
180
Plan Year
Month
Available )
1
l
90
1
2
72
1
3
87
l
4
87
l
5
86
1
6
117
1
7
147
1
9
177
1
9
177
1
10
162
1
11
142
1
12
117
* Available Storage Capacity is calculated as of the end of each month .

j
a
December 1, 2006
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
CERTIFIED MAIL RECEIVED
RETURN RECEIPT REQUESTED
Carl H Riley
DEC 06 M
Carl Riley Farm
2926 Tomahawk Hwy-FAYEITI VIL4f 1�AL4FRCE
Harrells, NC 28444
Subject: Application for Renewal of Coverage for Expiring NPDES General Permit
Dear Permittee:
Your facility is currently approved for operation under one of the Animal Waste Operation NPDES General Permits, which expire on
July 1, 2007. Due to changes in federal rules, facilities that do not discharge nor propose to discharge may choose whether or not to
retain coverage under an NPDES General Permit. Copies of the draft animal waste operation NPDES general permits and the State
Non -Discharge General Permits are available at h=://h2o.enr.state.nc.usiaps/afou/downloads.htm or by writing or calling:
NCDENR — DWQ Animal Feeding Operations Unit
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
In order to assure vour continued coverage under one of these two types of general permits, you must submit an application for permit
coverage to the Division. Enclosed you will find a 'Request for Certificate of Coverage Facility Currently Covered by an Expiring
NPDES General Permit.' The avylication form must be comi3leted and returned by January 2 2007. Please note. you must include
two 2 copies of your most recent Waste Utilization Plan with the application form.
Failure to request renewal of your coverage under a general permit within the time period specified may result in a civil penalty.
Operation of your facility without coverage under a valid general permit would constitute a violation of NCGS 143-215.1 and could
result in assessments of civil penalties of up to $25,000 per day.
If you have any questions about the draft general permits, the enclosed application, or any related matter please feel free to contact the
Animal Feeding Operations Unit staff at 919-733-3221.
Sincerely,
Ted L. Bush, Jr., Chief
Aquifer Protection Section
Enclosures
cc (w/o enclosures): Sampson County Soil and Water Conservation District
Fayetteville Regional Office, Aquifer Protection Section
AFO Unit Central Files - 820266
Brown's of Carolina LLC
Aquifer Protection Section 1636 Mail Service Center
Internet: www.ncwaterqualitv.o Location: 2728 Capital Boulevard
An Equal Opportunity/Affirmative ALton Employer— 50% Recycled/1 0% Post Consumer Paper
Raleigh. NC 27699-1636 Telephone:
Raleigh, NC 27604 Fax l:
Fax 2:
Customer Service:
NorihCarolina
(919) IQ Tlgllly
[phone]
[phone]
[phone]

NCDENR
North Carolina Department of Environment and Natural Resources
Michael F. Easley, Governor
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
Apri129, 2005
William G. Ross Jr., Secretary
Alan W. Klimek, P.E., Director
Coleen H. Sullins, Deputy Director
Division of Water Quality
Carl Riley
Carl Riley Nursery (Facility 482-546), Carl Riley Farm (Facility # 82-266)
2926 Tomahawk Highway
Harrells, NC 28444
Dear Mr. Riley,
Enclosed is a current copy of the Certificate of Coverage and a NPDES permit for the Carl Riley Farm,
facility # 82-266_ Also enclosed is a current copy of the Certificate of Coverage and a General Permit for
the Carl Riley Nursery, facility # 546. The Division of Water Quality asks that you please review these
permits and place the appropriate copy of these records with the correct farm records. If you have any
questions please call me at 910486-1541 ext. 730.
Thank you
//LCLv� _— L I'ZC4,Mark Brantl
Environmental Specialist
225 Green Street — Suite 714, Fayetteville, North Carolina 28301-5043
Phone: [phone] FAX: [phone]Internet: ww.enr.state.nc.us/ENR/
An Equal Opportunity / A Rirmati ve Action Employer — 50 % Recycled 1 10 % Post Consumer Paper
No hCarolina
;Vaturallff

�0F W A 7-�c Michael F. Easley, Governor
�0 William G. Ross Jr„ Secretary
rNorth Carolina Department of Environment and Natural Resources
p Alan W. Klimek, P.E. Director
Division of Water Quality
May 2, 2007
Carl H. Riley
2926 Tomahawk Highway
Harrells, NC 28444
Re: Request for Information
Sludge Survey Report
Carl Riley Farm
NCA282266
Sampson County
Dear Carl H. Riley:
Your Animal Waste Management General NPDES Permit contains a condition that
addresses the sludge survey requirement for the lagoon(s) at your animal feeding
operation.
Your NPDES Permit Number NCA282266 Condition I1I.16, on page 10 states:
"All facilities, which are issued a COC to operate under this permit, shall
conduct a survey of the sludge accumulation in all lagoons within one (1)
year of receiving the COC and every year thereafter. This survey shall
include but not be limited to a sketch showing the depth of sludge in the
various locations within each lagoon. This survey shall be submitted as part
of the facility's annual report in the year it was conducted..."
Our records indicate that the Division has not received the sludge survey results for
the year 2006 from your facility and your facility had not previously exempted based
on prior surveys. The form was due March 1, 2007. To avoid possible enforcement
action for a violation of your permit, please submit the results by Friday, May 18,
2007. to the following address:
Miressa D. Garoma
Division of Water Quality
1636 Mail Service Center
Raleigh, NC 27699-1636
N�o� Carolina
Naturally
Aquifer Protection Section 1636 Mail Service Center
Internet: www.ncwatergualitv.= Location: 2728 Capital Boulevard
An Equal opportunity/Affirmative Action Employer- 50% Recycledl10% Post Consumer Paper
Raleigh, NC 27699-1636 Telephone: [phone]
Raleigh, NC 27604 Fax 1: [phone]
Fax [phone]
Customer Service: [phone]

Carl H. Riley
Page 2
Please be advised that nothing in this letter should be taken as removing from you
the responsibility or liability for failure to comply with any State Rule, State Statue
or permitting requirement.
If you have any questions regarding this letter, please do not hesitate to contact me at
910-433-3333.
Sincerely,
Joan Schneier
Hydro Technician
cc: File: Sampson 820266
APS Central Files

Michael F. Easley, Governor
o�oF wArFypG
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Coleen H. Sullins, Director
Division of Water Quality
i;
July 1, 2007
Carl H Riley
rt '"'7
Carl Riley Farm .�04 L
2926 Tomahawk Hwy
Harrells, NC 28444
Subject: Certificate of Coverage No. AWS820266
Carl Riley Farm
Animal Waste Management System
Sampson County
Dear Carl H Riley:
In accordance with your application received on 25-Jan-07, we are hereby forwarding to you this
Certificate of Coverage (COC) issued to Carl H Riley, authorizing the operation of the subject animal
waste management system in accordance with General Permit AWG100600.
This approval shall consist of the operation of this system including, but not limited to, the management
and land application of animal waste as specified in the facility's Certified Animal Waste Management
Plan (CAWMP) for the Carl Riley Farm, located in Sampson County, with an animal capacity of no
greater than the following swine annual averages:
Wean to Finish: 0 Feeder to Finish: 2580 Boar/Stud: 0
Wean to Feeder: 0 Farrow to Wean: 0 Gilts: 0
Farrow to Finish: 0 Farrow to Feeder: 0
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 and replaces the NPDES
CDC issued to this facility with an expiration date of July 1, 2007. You are required to continue
conducting annual surveys of sludge accumulation in all lagoons at your facility; the one-year extension
in Condition M.19 does not apply.
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. Enclosed for your convenience is
a package containing the new and revised forms used for record keeping and reporting. Please pa
careful attention to the record keeping and monitoring conditions in this permit.
Aquifer Protection Section 1636 Mail Service Center
Internet: www.ncwater litv.o Location: 2728 Capital Boulevard
An Equal OpportunitylAffirmatve Action Employer— 50% RetycledMO% Post Consumer Paper
NCarolina
tura!!y
Raleigh, NC 27699-1636 "telephone: [phone]
Raleigh. NC 27604 Fax 1: [phone]
Fax 2: [phone]
Customer Service: [phone]

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 02T .0111(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.
Per 15A NCAC 02T .1306, any containment basin, such as a lagoon or waste storage structure, shall
continue to be subject to the conditions and requirements of the facility's permit until closed to NRCS
standards and the permit is rescinded by the Division.
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
Aquifer Protection staff may be reached at 910-433-3300. If you need additional information concerning
this COC or the General Permit, please contact the Animal Feeding Operations Unit staff at (919) 733-
3221.
Sincerely,
for Coleen H. Sullins
Enclosures (General Permit AWG100000, Record Keeping and Reporting Package)
cc: (Certificate of Coverage only for all cc's)
Sampson County Health Department
Sampson County Soil and Water Conservation District
Fayetteville Regional Office, Aquifer Protection Section
AFO Unit Central Files
Permit File AWS820266

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