820360_CORRESPONDENCE_20171231

NUHTH CAHOLINA
Department of Environmental Qual
II

State of North Carolina
Department of Environment
and Natural Resources
Michael F. Easley, Governor
William G. Ross Jr., Secretary
Gregory J. Thorpe, Ph.D., Acting Director
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
James Naylor
James F. Naylor Farm
3189 Church Road
Clinton NC 28378
Dear James Naylor:
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NCDENR
NORTH CAROLINA DO-ARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
September-4, 2001
DENY
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Subject: Notification for Wettable Acre Determination
Animal Waste Management System
James F. Naylor Farm
Facility Number 82-360
Sampson County
A letter dated January 15, 1999 was sent to advise you about concerns associated with Certified Animal
Waste Management Plans and the method by which the irrigated acres within the plans were calculated. Only
the acres that are wetted can be credited in the waste management plan as receiving waste application. Any
acreage within the plan that can not be reached by waste application equipment can not be used as part of your
plan.
An evaluation by Trent Allen on 4/14/99 was made to review the actual number of acres at your facility
that receive animal waste during land application. The evaluation of your facility has yielded one of the
following two results as indicated by the box marked with an "X".
Category 1:
❑ The evaluation of your facility could not be completed due to a lack of information. Please
contact your Technical Specialist to assist in providing Trent Alien the necessary
information to potentially exempt your facility from undergoing a complete wettable acre
determination. Please submit this information to Trent Allen, at 225 Green Street, Suite
714, Fayetteville, NC 28301, within in 90 days of the receipt of this letter. If you have any
questions please contact Trent Allen at [phone]. if within 90 days you are unable
to provide Trent Allen with the information you are automatically required to complete
a Wettable Acre Determination as described by Category 2 below, within 180 days
of receipt of this letter.
1617 Mail SerAce Center, Raleigh, North Carolina 27699-1617 Telephone [phone] Fax [phone]
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Notification for Wettable Acre Determination
Animal Waste Management System
Page 2
Category 2:
Your facility has been identified by the Department of Environment and Natural Resources
as a facility that may have overestimated the number of acres actually receiving animal
waste. Therefore, some or all of your fields may be exceeding the allowable loading rates
set in your Certified Animal Waste Management Plan.
In order to resolve this issue, please contact a designated Technical Specialist to have him
or her conduct a Wettable Acre Determination for your facility. The Technical Specialist must
be one that has been approved by the Soil and Water Conservation Commission to conduct
Wettable Acre Determinations. Many Technical Specialist with the N.C. Cooperative Extension
Service, the Soil and Water Conservation Districts, the Natural Resources Conservation
Service, and the Division of Soil and Water Conservation have received this special
designation. You may also contact a private Technical Specialist who has received this
designation, or a Professional Engineer.
All needed modifications to your Animal Waste Management System must be made and
the Wettable Acres Determination Certification must be returned to DWQ within the next
180 days. If the needed modifications are not made and if the form is not returned within the
required time, DWQ will be forced to take appropriate enforcement actions to bring this facility
into compliance. These actions may include civil penalty assessments, permit revocation,
and/or injunctive relief.
Once a Wettable Acre Determination has been completed, a copy of the attached Wettable
Acre Determination Certification must be submitted to the address listed on the form. Please
note that both the owner and the Technical Specialist must sign the certification. A copy of all
the Wettable Acre Determination documentation that applies to your Waste Utilization Plan
must be kept at your facility. DWQ and the Division of Soil & Water Conservation Staff will
review all documentation during their annual visit of your facility. An additional copy must by
kept on file at the local Soil & Water Conservation District Office. Please note that if you install
or modify your irrigation system, a designated Irrigation Specialist or a Professional Engineer
must also sign the Wettable Acre Determination Certification.
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 Statute, Local County Ordinance, or permitting
requirement.
If you have any questions regarding this letter, please do not hesitate to contact Sonya Avant of our
Central Office staff at [phone] ext. 571.
cc: Fayetteville Regional Office
Sampson County Soil and Water Conservation District
Facility File
Brown's of Carolina. Inc.

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State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
Michael F. Easley, Governor
William G. Ross Jr., Secretary
Gregory J. Thorpe, Ph.D., Acting Director
I UV Iau [e t ` 1 1"I
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4 • i31
V-
NCDENR.
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
August 27, 2001
To: Regional Water Quality Supervisor
From: Sonya Avant, Environmental Engineer %,.V16
Non -Discharge Compliance and Enforcement Unit
Subject: Wettable Acre Determinations for Certified and Permitted Operations
Attached is a list of the facilities in your respective regions that have been selected to receive
notification letters advising them that they have been flagged or pended for the month of
September.
Each facility will be given written notice via certified mail. The notice will include a copy of the
certification form and a deadline for response.
I will also be sending copies of the final monthly list of selected facilities to the Division of Soil
and Water Conservation Operation Reviewers and Soil Water Conservation District Offices each
month along with an updated copy of all facilities in that county that have been either flagged or
pended. This will hopefully enable the Districts to be better able to schedule their workloads.
If you have any questions, please contact me at 733-5083 extension 571, or
sonya. avant @ ncmail . net.
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Telephone [phone] Fax [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post -consumer paper

Facilities Flagged/Pended for September 4, 2001
Facility Flagged/Pending
Number Owner / Farm Name Address Status WA PAN deficit WA Visit Date Integrator
82 — 36 Betty Herring 105 Five Bridge Road F2 2832 4/13/1999 Prestage Farms
Clinton NC 28328-91
Alpine Farms
82 — 47 Bob Thornton 731 West Darden !toad F4 2781 7/1/1999 TDM Farms, Inc.
. Clinton NC 28328
Thorton Swine Farm Bldgs. 1-8 &
new farm
82 — 65 Thomas McLamh 346 Pine Forest School P2 MW 7/19/1999 Coharie Farms
Road
Mcl,amh Bros. Inc Roseboro NC 28382
82 — 67 Ann / David Herring M Box 300 F4 3140 &28/1999 Newton Grove Grain and Feed
Jr. / Chartes Newton Grove 28366
------------
Pork Chop Hill
82 -.- 94 Newton Grove Box 155 F4 3140 6/28/1999 Newton Grove Grain and Feed
Grain & Feed Newton Grove 28366
Pork Chop Hill
82 — 121 Milton McLamh 800 Hunter Road F2 3546 6/14/1999 Warren Swine Farms
McLamh Farms
82 -- 212 Joseph & Pope
Jason
Pope Brothers Rackley Farm
(20-25)
Clinton NC 28328
5450 Garland Highway F4
Clinfan NC 28328
3324
3/16/1999 Carroll's Foods, Inc.
w

Facilities Flagged/Pended for September 4, 2001
w
Facility Flagged/Pending
Numher Owner / Farm Name Address Status WA PAN deficit WA Visit Date Integrator r
82 — 219 Tony Matthis 5607 Mosely Ave F4 2995 4/15/1999 Prestage Farms
Clinton NC 28328
Triple M Farms
82 — 230 Mike Bass 4130 Taylors Bridge Hwy F2
Clinton NC 28328
M & A Farms
2942.85 4/16/1999 Prestage Farm%
82 .-- 236 Coharie Hog Farm 300 Westover Rd F4 2099 7/7/1"9 Coharie Farms
.................................... Clinton NC 28328
Coharie Harms C-5
82 — 262 Dave & Gary Wells 300 West Road F2 1454.75 3/15/1999 Murphy Family Farms
Turkey, NC 28393
Marvin T. Farms, ine. - 1, 2 & 3
82 — 308 Ernest Odum 4740 Rosehoro Highway P2 2419 7/21/19,99 Coharie Farms
Clinton NC 28328
Odum 11
82 — 331 Sam Anders 3879 N US 421 Highway F4 2861.5 4/28/1999 Prestage Farms
. Clinton NC 28328
Sam Anders Farm
82 — 344 Thomas Howard 1315 Howard Rd 1'2 3294 7/20/1999 Coharie Farms
...............................I.... Autryville NC 28318
J. Thomas Howard & Sons Farm -
Finish
82 _, 345 Larry Naylor 2901 Church Road 13 2597.05 5/4/1999 Murphy Family Farms
Clinton NC 28328
Naylor Farms (A&L)

Facilities Flagged/Pended for September 4, 2001
Facility Flagged/Pending
Number Owner / Farm Name Address Status WA PAN defleit WA Visit Date Integrator
82 — 360 lames Naylor 3189 Church Road F4 2574 4/14119" Brown's of Carolina, Inc.
Clinton NC 28378
.lames F. Naylor Farm
82 48H William T. Herring PO Box 300 F4 3140 6/28/1999 Newton Grove Crain and Feed
. Newton Grove 28366
Park Chop Hill Finishing #6
82 — 501 Mark Daughtry
1. & M Dough" Inc.
443 Daughlry Town Rd F2
Clinton NC 28328
2730 4/28/1999 Prestage Farms
82 — 5l6 Thomas Howard 1315 Howard Road 112 2981 7120/19" Coharic Farms
. Autryville NC 2831H
J. Thomas Howard & Sons Farm -
sow
82 — 597 Paul Stanley PO Box 535 F4 3312 3/5/1999 Murphy Family Farms
......................... I.......... Burgaw NC 28425
Paul Stanley Nurseries
82 —667 Coharie Hog Farm 300 Westover Rd F4 3308 7mi999 Coharic Farms
. Clinton, NC 28328
Hall Farm
5

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
James Naylor
James F. Naylor Farm
3189 Church Road
Clinton NC 28378
Dear James Naylor:
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1
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
December 30, 1999 RECEIVED"
r, aI 1 2000
FAYE17EV1LLE
PEG". 0Fr-iCE
Subject: Fertilizer Application Recordkeeping
Animal Waste Management System
Facility Number 82-360
Sampson County
This letter is being sent to clarify the recordkeeping requirement for Plant Available Nitrogen (PAN)
application on fields that are part of your Certified Animal Waste Management Plan.
In order to show that the agronomic loading rates for the crops being grown are not being exceeded, you
must keep records of all sources of nitrogen that are being added to these sites. This would include nitrogen
from all types of animal waste as well as municipal and industrial sludges/residuals, and commercial fertilizers.
Beginning January 1, 2000, all nitrogen sources applied to land receiving animal waste are required to
be kept on the appropriate recordkeeping forms (i.e. IRR1, IRR2, DRY1, DRY2, DRY3, SLUR], SLUR2,
SLD1, and SLD2) and maintained in the facility records for review. The Division of Water Quality (DWQ)
compliance inspectors and Division of Soil and Water operation reviewers will review all recordkeeping during
routine inspections. Facilities not documenting all sources of nitrogen application will be subject to an
appropriate enforcement action.
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 Statute, Local County Ordinance, or permitting
requirement.
If you have any questions regarding this letter, please do not hesitate to contact Ms. Sonya Avant of the
DWQ staff at [phone] ext. 571.
Sincerel ,
r
Kerr T. Stevens, Director
Division of Water Quality
cc: Fayetteville Regional Office
Sampson County Soil and Water Conservation District
Facility File
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Telephone [phone] Fax [phone]
An Equal Opportunity Affirmative Action Employer 50% recyded110% post -consumer paper

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality �, �*� 1 2 1999
James B. Hunt, Jr., Governor .- ----- - gt
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director'
January 11, 1999
James Naylor
James F. Naylor Farm
3189 Church Rd
Clinton NC 28378
/ •WAA
•
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
Subject: Certificate of Coverage No. AWS820360
James F. Naylor Farm
Swine Waste Collection, Treatment,
Storage and Application System
Sampson County
Dear James Naylor:
In accordance with your application received on October 5, 1998, we are forwarding this
Certificate of Coverage (COC) issued to James Naylor, 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 James F. Naylor Farm, located in Sampson County, with an
animal capacity of no greater than 2448 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.
F.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 AWS820360
James F. Naylor 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 JR Joshi at [phone] ext. 363.
Sincerely, '
r
-(ter A.' Preston Howard, Jr., P.E.
(Certificate of Coverage only for all cc's)
Sampson County Health Department �y
Fayetteville Regional Office, Water Quality Section
Sampson County Soil and Water Conservation District
Permit File- Central Files
NPDU FilesM
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WASTE UTILIZATION PLAN PAGE 1
' February 15, 1996 RECEIVED
WATER Q' €-,'J TY 8 ECII ON
PRODUCER: JAMES F NAYLOR
LOCATION: 3189 CHURCH RD.
CLINTON NC
i
TELEPHONE: [phone]
23328
TYPE OPERATION: Feeder to Finish Swine
NUMBER OF ANIMALS: 2448 hogs design capacity
nu 0 51998
Non-Dischuge Permiting
The waste from your animal facility must be land applied at a specified
rate to prevent pollution of surface and/or groundwater. The plant
nutrients in the animal waste should be used to reduce the amount of
commercial fertilizer required for the crops in the fields where waste
is to be applied. This waste utilization plan uses nitrogen as the
limiting nutrient. Waste should be analyzed before each application
cycle. Annual soil tests are strongly encouraged so that all plant
nutrients can be balanced for realistic yields of the crop to be grown.
Several factors are important in implementing your waste utilization
plan in order to maximize the fertilizer value of the waste and to
ensure that it is applied in an environmentally safe manner. Always
apply waste based on the needs of the crop to be grown and the nutrient
content of the waste. Do not apply more nitrogen than the crop can
utilize. Soil types are important as they have different infilitration
rates, leaching potentials, cation exchange capacities, and available
water holding capacities. Normally waste shall not be applied to land
eroding at greater than 5 tons per acre per year. with special pre-
cautions, waste may be applied to land eroding at up to 10 tons per
acre per year. Do not apply waste on saturated soils, when it is
raining, or when the surface is frozen. Either of these conditions
may result in runoff to surface waters which is not allowed under DEM
regulations. Wind conditions should also be considered to avoid drift
and downwind odor problems. To maximize the. value of the nutrients
for crop production and to reduce the potential for pollution, the
waste should be applied to a growing crop or applied to bare ground
not more than 30 days prior to planting. Injecting the waste or
disking will conserve nutrients and reduce odor problems.
This plan is based on waste application through irrigation for this
is the manner in which you have chosen to apply your waste_ if you
choose to inject the waste in the future, you need to revise this
plan. Nutrient levels for injecting waste and irrigating waste are
not the same.
The estimated acres needed to apply the animal waste is based on
typical nutrient content for this type of facility. Acreage require-
ments should be based on the waste analysis report from your waste
management facility. Attached you will find information on proper
sampling techniques, preparation, and transfer of waste samples to
the lab for analysis.
Thislwaste utilization plan, if carried out, meets the requirements
for compliance with 15A NCAC 2H.0217 adopt e4:,, �thE�-,Environmental
Management Commission. x'
_=�

WASTE UTILIZATION PLAN PAGE 2
AMOUNT OF WASTE PRODUCED PER YEAR (gallons, ft3, tons, etc.)
- 2448 hogs x 1.9 tons waste/hogs/year = 4651.2 tons
AMOUNT OF PLANT AVAILABLE NITROGEN (PAN) PRODUCED PER YEAR
2448 hogs x 2.3 lbs PAN/hags/year = 5630.4 lbs. kAN/year
Applying the above amount of waste is a big job. You should plan time
and have appropriate equipment to apply the waste in a timely manner.
The following acreage will be needed for waste application based on
the crop to be grown, soil type and surface 'application.

WASTE UTILIZATION PLAN PAGE 3
TABLE 1: ACRES OWNED BY PRODUCER
TRACT
FIELD
SOIL TYPE & CLASS-
CROP
YIELD
LBS
COMM N
**
* LBS
DETERMINING PHASE
CODE
AW N
PER
ACRES
AW
f
PER AC
AC
USED
APPLIC.
TIME
4274
1
WaB
BP
4.1
205
10.5
2152.5
MAR-OCT
4274 1 SG 1 1 ISO 1 110.5 1525
SEP-MAY
4274 2 WaB BP 4.1 1205 1 15.7 11168.5
MAR-OCT
4274 2 SG 1 150 1 15.7 128S
SEP-MAY
10550 3 WaB BP 4.1 1205 1 12.9 1594.5
MAR-OCT
10550 3 SG 1 150 1 12.9 1145
SEP-MAY
,4296 1 WaB BP 4.1 1205 1 13.0 1615
MAR-OCT
4296 1 SG 1 150 1 13.0 1150
SEP-MAY
SEP-APR
MAR-OCT
4409 2 1 SG 1_1 150 1 11.0 150
SEP-MAY
END
Indicates that this field is being overseeded (i.e. intsrplanted)
or winter annuals follow summer annuals_
NOTE: The applicator is cautioned that P and K may be over applied
while meeting the N requirments. Beginning in 1996 the Coastal Zone
Management Act will require farmers in some eastern counties of NC to
have a nutrient management plan that addresses r: . nutrients. This
plan only addresses Nitrogen. ""

WASTE UTILIZATION PLAN
PAGE 4
TABLE 2: ACRES WITH AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent landowners must be attached.)
(Required only if operator does not own adequate
land. See required specification 2.)
TRACT
FIELD
SOIL TYPE & CLASS-
CROP
YIELD
LBS
COMM N
**
* LBS
DETERMINING PHASE
CODE
AW N
PER
ACRES
AW
PER AC
AC
USED
APPLIC.
TIME
END
TOTAL 10
- Indicates that this field is being overseeded (i.e. interplanted)
or winter annuals follow summer annuals.
In interplanted fields (i.e. small grain, etc, interseeded
in bermudagrass), forage must be removed through grazing,
hay and/or silage. Where grazing, plants should be grazed
when they reach a height of six to nine inches. Cattle
should be removed when plants are grazed to a height of four
inches. In fields where small grain, etc, is to be removed
for hay or silage, care should be exercised not to let small
grain reach maturity, especially late in the season (i.e.
April or May). Shading may result if small grain gets too
high and this will definitely interfere with the stand of
bermudagrass. This loss of stand will result in reduced
yields and less nitrogen being utilized. Rather than
cutting small grain for hay or silage just before heading as
is the normal situation, you are encouraged to cut the small
grain earlier. You may want to consider harvesting hay or
silage two to three times during the season, depending on
time small grain is planted in the fall.
The ideal time to interplant small grain, etc, is late
September or early October. Drilling is recommended over
broadcasting. Bermudagrass should be grazed or mowed to a
height of about two inches before drilling for best results.
* Acreage figures may exceed total acreage in fields due to
overseeding.
** lbs AW N (animal waste nitrogen) equals total required nitrogen
less any commercial nitrogen (COMM N) supplied.

L
WASTE UTILIZATION PLAN PAGE 5
IPhe.following legend explains the crop codes used in tables 1 and 2 above:
LBS N
CROP CODE
CROP
UNITS
PER UNIT
BP
HYBRID BERMUDAGRASS-PASTURE
TONS
50
SG
SMALL GRAIN OVERSEEDED
AC
50
WA
c
WINTER ANNUALS (I.E. Small Grains, etc.)
AC
100
TABLE 1
TABLE 2
TOTAL
AMOUNT 0
TOTALS FROM TABLES 1 AND 2
54.57 1 6752.5
54.57 1 6752.5
5630.4
* * * BALANCE !-1122.1
*** This number must be less than or equal to 0 in order to
fully utilize the animal waste N produced.
Acres shown in each of the preceding tables are considered to be the
usable acres excluding required buffers, filter strips along ditches,
odd areas unable to be irrigated, and perimeter areas not receiving
full application rates due to equipment limitations. Actual total
acres in the fields listed may, and most likely will be, more than
the acres shown in the tables.
NOTE: The Waste Utilization Plan must contain provisions for periodic
land application of sludge at agronomic rates. The sludge will be
nutrient rich and will require precautionary measures to prevent
over application of nutrients or other elements. Your production
facility will produce approximately 905.76 pounds of plant
available nitrogen (PAN) per year in the sludge that will need to be
removed on a periodic basis. This figure is PAN when broadcasting
the sludge. Please be aware that additional acres of land, as well
special equipment, may be needed when you remove this sludge.
t

WASTE UTILIZATION PLAN. PAGE 6
`See attached map showing the fields to be used for the utilization of
waste water.
APPLICATION OF WASTE BY IRRIGATION
The irrigation application rate should not exceed the intake rate of
the soil at the time of irrigation such that runoff or ponding occurs.
This rate is limited by initial soil moisture content, soil structure,
soil texture, water droplet size, and organic solids. The application
amount should not exceed the available water holding capacity of the
soil at the time of irrigation nor should the plant available nitrogen
applied exceed the nitrogen needs of the crop.
Your facility is designed for 180 days of temporary storage
and the temporary storage must be removed on the average of once every
6 months. In no instance should the volume of waste being stored in
your structure be within 1.7 feet of the top of the dike.
If surface irrigation is the method of land application for this plan,
it is the responsibility of the producer and irrigation designer to ensure
that an irrigation system is installed to properly irrigate the acres
shown in Tables 1 and 2. Failure to apply the recommended rates and
amounts of Nitrogen shown in the tables may make this plan invalid.
Call your technical specialist after you receive the waste analysis report
for assistance in determining the amount of waste per acre and the proper
application rate prior to applying the waste.
NARRATIVE OF OPERATION:
None.
a ti
L-s�eC,,/C
V OVxp
G� L! Cues
3

WASTE UTILIZATION PLAN
Plans and Specifications
PAGE 7
1. Animal waste shall not reach surface waters of the state by runoff,
drift, manmade conveyances, direct application, or direct discharge
during operation or land application. Any discharge of waste which
reaches surface water is prohibited. Illegal discharges are subject
to -assessment of civil penalties of $10,000 per day by the Division
of Environmental Management for every day the discharge continues.
2. The Field Office must have documentation in the design folder that
the producer either owns or has long term access to adequate
land to properly dispose of waste. If the producer does not own
adequate land to properly dispose of waste, he shall provide NRCS
with a copy of a written agreement with 4 landowner who is within
a reasonable proximity, allowing him/her the use of the land for
waste application for the life expectancy of the production
facility. It is the responsibility of the owner of the facility
to secure an update of the Waste Utilization Plan when there is
a change in the operation, increase in the number of animals,
method of utilization, or available land.
3. Animal waste shall be applied to meet, but not exceed, the
Nitrogen needs for realistic crop yields based on soil type,
available moisture, historical data, climate conditions, and
level of management, unless there are regulations that
restrict the rate of application for other nutrients.
4. Animal waste may be applied to land that has a Resource
Management System (RMS) or an Alternative Conservation System
(ACS). If an ACS is used the soil loss shall be no greater
than 10 tons per acre per year and appropriate filter strips
will be used where runoff leaves the field. These filter
strips will be in addition to "Buffers" required by DEM.
(See FOTG Standard 393 - Filter Strips and Standard 390
Interim Riparian Forest Buffers).
5. Odors can be reduced by injecting the waste or disking after
waste application. Waste should not be applied when the
wind is blowing.
6. When animal waste is to be applied on acres subject to
flooding, it will be soil incorporated on conventionally
tilled cropland. When applied to conservation tilled crops
or grassland, the waste may be broadcast provided the
application does not occur during a season prone to
flooding. (See "Weather and Climate in North Carolina" in
the MRCS Technical Reference - Environment file for guidance.
7. Liquid waste shall be applied at rates not to exceed the soil
infiltration rate such that runoff does not occur offsite or
to surface waters and in a method which does not cause drift
from the site during application. No ponding should occur
in order to control conditions conducive to odor or flies
and to provide uniformity of application.
I
S. Animal waste shall not be applied to saturated soils, during
rainfall I events , or when the surface is fxp?,pn .
9. Animal waste shall be applied on actively growing crops in
�
such a manner that no more than 20 to 25 percen f the lea
area is covered.

WASTE UTILIZATION PLAN PAGE 8
-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 a
crop on bare soil.
11. Animal waste shall not be applied closer than 25 feet to
surface water. This distance may be reduced for waters that
are not perennial provided adequate vegetative filter strips
are present. (See Standard 393 - Filter Strips)
12. Animal waste shall not be applied closer.than 100 feet to wells.
13. Animal waste shall not be applied closer than 200 feet of
dwellings other than those owned by the landowner.
14. Waste shall be applied in a manner not to reach other
property and public right -of ways.
15. Animal waste shall not be discharged into surface waters,
drainageways, or wetlands by discharge or by over -spraying.
Animal waste may be applied to prior converted wetlands
provided they have been approved as a land application site
by a "technical specialist". Animal waste should not be
applied on grassed waterways that discharge into water
courses, except when applied at agronomic rates and the
application causes no runoff or drift from the site.
16. Domestic and industrial waste from washdown facilities,
showers, toilets, sinks, etc., shall not be discharged into
the animal waste management system.
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
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 imple-
menting a "closure plan" which will eliminate the possibility
of an illegal discharge, pollution and erosion.
20. Waste handling structures, piping, pumps, reels, etc., should
be inspected on a regular basis to prevent:,breakdowns, leaks,'
and spills. A regular maintenance checklsst'should be kept
on site.

i
WASTE UTILIZATION PLAN PAGE 9
NAME OF FARM:
OWNER / MANAGER AGREEMENT
I (we) -understand and will follow and implement the specifications
and the operation and maintenance procedures established in the ap-
proved animal waste utilization plan for the farm named above. I
(we) know that any expansion to the existing design capacity of the
waste treatment and/or storage system or construction of new
facilities will require a new utilization plan and a new certification
to be submitted to DEM before the new animals are stocked.
I (we) understand that I must own or have access to equipment,
primarily irrigation equipment, to land apply the animal waste
described in this 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 cer-
tify that the waste will be applied on the land according to this
plan at the appropriate times and at rates that no runoff occurs.
NAME OF FACILITY OWNER: JAMES F NAYLOR
SIGNATURE : DATE:
NAME OF AGER (if different from owner) :
please print
SIGNATURE:
DATE:
NAME OF TECHNICAL SPECIALIST: Wilson Spencer
AFFILIATION: NRCS
ADDRESS (AGENCY): 84 County Complex Rd.
Clinton NC 28328
SIGNATURE : DATE:

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e
RECEIVED
WJ ER QU,'UTY ScG f OIN
�u
• EMERGENCY ACTION PLAN
-OCi 0 5 1998
PHONE NUMBERS Non -Discharge Permitting
DIVISION OF WATER QUALITY (DWQ) 1541
EMERGENCY MANAGEMNET SERVICES (EMS) � a _ Sqc�
SOIL AND WATER CONSERVATION DISTRICT (SWCD) _ ci 3
NATURAL RESOURCES CONSERVATION SERVICE (NRCS)
COOPERATIVE EXTERSION SERVICE (CES) -
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.
l . 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.
I.0
C.
703
FC
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.
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.
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.
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.
Leakage from base or sidewall of lagoon. Often this is seepage as opposed
to flowing leaks -possible action:
a. Dig a small sump or ditch from the embankment to catch all
seepage, put in a submersible pump, and pump back to lagoon.
b. If holes are caused by burrowing animals, trap or remove animals and fill
holes and compact with a clay type soil.
c. Have a professional evaluate the condition of the side wails and lagoon
bottom as soon as possible.

2. Assess the extent of the spill and note any obvious damages.
a. Did the waste reach any surface waters?
b. Approximately how much was released and for what duration?
c. Any damage notes, such as employee injury, fish kills, or property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
f. Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger (either on or off the property)?
h. How much reached surface waters?
3. Contact appropriate agencies.
a. During normal business hours call your DWQ regional office; Phone - -. After
hours, emergency number: 919-733-3942. Your phone call should include: your
name, facility number, telephone number, the details of the incident from item 2
above, the exact location of the facility, the location or direction of movement of
the spill, weather and wind conditions. The corrective measures that have been
under taken, and the seriousness of the sitution.
b. If spill 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 - -.
4. If none of the above works call 911 or the Sheriff's Department and explain you
problem to them and ask the person to contact the proper agencies for you.
5. Contact the contractor of your choice to begin repair or problem to minimize off -
site damage.
a. Contractors Name:
b. Contractors Address:
c. Contractors Phone:
6. Contact the technical specialist who certified the lagoon (NRCS, Consulting
Engineer, etc.)
a. Name:
b. Phone:
7. Implement procedures as advised by DWQ and technical assistance agencies to
rectify the damage, repair the system, and reassess the waste managment plan to
keep problems with release of wastes from happening again.
2

Source
INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS
Cause
BMP's to Minimize Odor
Site Specific Practices
-- (U30Systems) --- -- —
Flush Gutters Accumulation of solids (if Flush system is designed and operated
sufficiently to remove accumulated
"Ids from gutters as designed.
1 1 Remove bridging of accumulated solids at
discharge
Lagoons and fits Crusted Solids (j Maintain lagoons, mottling basins and
pits where pest breeding is apparent to
minimize the crusting of solids to a depth
of no more than " inches over more than
30% of surface.
Excessive Vegetative decaying vegetation Maintain 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 ( *sign, operate and maintain feed systems (e.g.,
bunkers and troughs) to minimize the accumulation
o decaying wastage.
iA Clean up spillage on a routine basis (e.g. 7-10 day
interval during summer; 1 5-30 day interval during winter).
111,
Feed Storage Accumulations of feed residues ( Reduce moisture accumulation within and around
irnmediate perimeter of feed storage areas by
insuring drainage away from site and/or providing
adequate containment le.g., covered bin for
brewer's grain and similar high moisture grain
products).
( ) Inspect for and remove or break up accumulated
solids in filter strips around feed storage as needed.
Animal Holding Areas Accumulations of animal wastes VElirninata low area that trap moisture along fences
and feed wastage and other locations where waste accumulates and
and disturbance by animals is minimal.
(} Maintain fence rows and filter strips around animal
holding areas to minimize accumulations of wastes
(i.e. inspect for and remove or break up accumulated
solids as needed).
AMIC--November 11, 1996

Dry Manure Handling Aooumuietions of animal wastes { I Remove spillage on a routine basis (e.g. 7-10 day
Systems interval during summer; 15-30 days interval during
winter) where manure is loaded for lend application
or disposal.
f i 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 landownerfintegrator agrees to use sound judgment in applying
insect control measures as practical.
I certify the aforementioned insect control Best Management Practices have been reviewed with me.
(Landowner Signature)
For more information contact the Cooperative Extension Service, Department of Entomology, Box 7613, North Carolina State University, Raleigh, NC
27695-7613.
AMIC--November 11, 1996

SWINE FARM WASTE MANAGEMENT ODOR CONTROL CHECKLIST
Source Cause 8MP;s to Mirumize Odor Site Specific Practices
Farmstead Swine production (4 Vegetative or wooded buffers;
Recommended best management
pr%tices;
(.'Good judgment and common sense
Animal body surfaces Dirty manure -covered animals (Dry floors
Floor surfaces Wet manure -covered floors Slatted floors;
Ww._terers located over slotted floors;
(ere at high end of solid floors;
rape manure buildup from floors;
I 1 Underfloor ventilation for drying
Manure collection pits Urine Frequent manure removal by flush,pit
recharge,or scrape
Parital micorbial decomposition f 1 Underfloor ventilation
Ventilation exhaust fens Volatile gases;
Dust LkViricient air movement
Indoor surfaces Dust KW&shdown between groups of animals
WF'.ed additives;
{ I F ader covers;
Feed delivery downspout extenders to
feeder covers
Flush tanks Agitation of recycled lagoon ( 1 FI ah tank covers
liquid whiles tanks are filling end fill lines to near bottom of
tanks with anti -siphon vents
Flush alleys Agitation during wastewater (.I Underfloor flush with underfloor
conveyanance ventilation
Pit recharge points Agitation of recycled lagoon { xtend rechard lines to near bottom of
liquid while pits are filling pits with anti -siphon vents
Lift stations Agitation during sump tank filling { I Sump tank covers
and drawdown
Outside drain collection Agitation during wastewater { 1 Box covers
or junction boxes conveyance
End of drainpipes at lagoon Agitation during wastewater Extend discharge point of pipes
underneath lagoon liquid level
Lagoon surfaces Volatile gas emissions Proper lagoon liquid capacity
Biological mixing W6.rrect lagoon startup procedures
Agitation irumum surface area -to -volume ratio
Minimum agitation when pumping
{ I Mechanical aeration
I ) Proven biological additives
Irrigation sprinkler nozzles high pressure agitation Olin ate on dry days with little or no wind
Wind draft (�Mi ' recommended operation pressure
{ p intake near lagoon liquid surface
Pump from second -stage lagoon
AMOC--November 11, 1996

Storage tank or basin Partial microbial decomposition ( ) Bottom or midlevel loading
surface Mixing while filling 1 1 Tank covers
Agitation when emptying ( I Basin surface mats of solids
{ I Proven biological additives or oxidants
Settling basin surface Partial micobial decomposition ( I Extend drainpipe outlets underneath liquid
Mixing while filling level
Agitation when emptying ( I Remove settled solids regularly
Manure, slurry or sludge Agitation when spreading ( } Soil injection of slurry/sludges
spreader outlets Volatile gas emissions ( 1 Wash residual manure from spreader after use
{ 1 Proven biological additives or oxidants
Uncovered menure, slurry Volatile gas emissions while drying (} Soil infection of sfurry/sludges
or sludge on field surfaces { 1 Soil incorporation within 48 hours
1 1 Spread in thin uniform layers for rapid drying
( 1 Proven biological additives or oxidants
Dead animals Carcass decomposition Proper disposition of carcasses
Dead animal disposal Carcass decomposition 1 } Complete covering of carcasses in burial pits
pits ( ) Proper location/construction of disposal pits
Incinerators Incomplete combustion 1 1 Secondary stack burners
Standing water around Improper drainage WGrode and landscape such that water drains
facilities Microbial decomposition of away from facilities
organic matter
Manure tracked onto public Poorly maintained access roads (} Farm access road maintenance
roads from farm access
Additional Information: Available From:
Swine Manure Management; 0200 Rule/BMP Pocket NCSU-County Extension Center
Swine Production Farm Potential Odor Sources and Remedies, EBAE Fact Shoat NCSU-BAE
Swine Production Facility Manure Management: Pit Recharge --Lagoon Treatment; EBAE 128-88 NCSU-BAE
Swine Production Facility Manure Management: Underfloor Fluse--Lagoon Treatment; EBAE 129-88 NCSU-SAE
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 landownertintegrator agrees to use sound judgment in applying
odor control measures as practical.
I certify the aforementioned odor control Best Managment Practices have been reviewed with me.
(Landowner Signature)
AMOC--November 11, 1996

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

System Calibration
Information presented in manufacturer's charts are based on average operation
conditions with relatively new equipment. Discharge rates and application rates
change over time as equipment gets older and components wear. In particular,
pump wear tends to reduce operating pressure and flow. With continued use,
nozzle wear results in an increase in the nozzle opening which will increase the
discharge rate while decreasing the wetted diameter.
You should be aware that operating the system differently than assumed in the
design will alter the application rate, diameter of coverage, and subsequently the
application uniformity. For example, operating the system with excessive pressure
results in smaller droplets, greater potential for drift, and accelerates wear of the
sprinkler nozzle. Clogging of nozzles can result in pressure increase. Plugged
intakes or crystallization of mainlines will reduce operating pressure. Operating
below design pressure greatly reduces the coverage diameter and application
uniformity.
For the above reason, you should calibrate your equipment on a regular basis to
ensure proper application rates and uniformity. Calibration at least once every
three years is recommended. Calibration involves collecting and measuring flow at
several locations in the application area. Any number of containers can be used to
collect flow and determine the application rate. Rain gauges work best because
they already have a graduated -scale from which to read the application amount
without having to perform additional calculations. However, pans, plastic buckets,
jars, or anything with a uniform opening and cross-section can be used provided
the liquid collected can be easily transferred to a scaled container for measuring.
For stationary sprinklers, collection containers should be located randomly
throughout the application area at several distances from sprinklers. For traveling
guns, sprinklers should be located along a transect perpendicular to the direction
of pull. Set out collection containers 25 feet apart along the transect on both
sides of the gun cart. You should compute the average application rate for all
nonuniformity of the application. On a windless day, variation between containers
of more than 30 percent is cause for concern. You should contact your irrigation
dealer or technical specialist for assistance.
'Reprinted for Certification Training for Operations of Animal Waste Management Systems Manual

OPERATION & MAINTENANCE PLAN
Proper lagoon Iiquid management should be a year-round priority. It is especially
important to manage levels so that you do not have problems during extended rainy and
wet periods.
Maximum storage capacity should be available in the lagoon for periods when the
receiving crop is dormant (such as wintertime for bermudagrass) or when there are
extended rainy sells such as the thunderstorm season in the summertime. This means
that at the first signs of plant growth in the later winter/early spring, irrigation according to
a farm waste management plan should be done whenever the land is dry enough to
receive lagoon liquid. This will make storage space available in the lagoon for future wet
periods. In the late summer/early fall the lagoon should be pumped down to the low
marker (see Figure 2-1) to allow for winter storage. Every effort should be made to
maintain the lagoon close to the minimum liquid level as long as the weather and waste
utilization plan will allow it.
Waiting until the lagoon has reached its maximum storage capacity before starting to
irrigate does not leave room for storing excess water during extended wet periods.
Overflow from the lagoon for any reason except a 25-year, 24-hour storm is a violation of
state 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 lagoon should be made during the initial filling of
the lagoon and at least monthly and after major rainfall and storm events. Items to be
checked should include, as a minimum, the following:
Waste Inlet Pipes, Recycling Pipes, and Overflow Pipes --- look for:
I . separation of joints
2. cracks or breaks
3. accumulation of salts or minerals
4. overall condition of pipes

Lagoon surface ---look for:
1. undesirable vegetative growth
2. floating or lodged debris
Embankment ---look for:
I. 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:
1. recycling pumps
2. irrigation pumps
Check for leaks, loose fittings, and overall pump operation. An unusually loud or grinding
noise, or a large amount of vibration, may indicate that the pump is in need or repair or
replacement.
NOTE: Pumping systems should be inspected and operated frequently enough so that you
are not completely "surprised" by equipment failure. You should perform your pumping
system maintenance at a time when your lagoon is at its low level. This will allow some
safety time should major repairs be required. Having a nearly full lagoon is not the time
to think about switching, repairing , or borrowing pumps. Probably, if your lagoon is full,
your neighbor's lagoon is full also. You should consider maintaining an inventory of spare
parts or pumps.
Surface water diversion features are designed to carry all surface
drainage waters (such as rainfall runoff, roof drainage, gutter outlets,
and parking lot runoff) away from your lagoon and other waste
treatment or storage structures. The only water that should be
coming from your lagoon is that which comes from your flushing
(washing) system pipes and the rainfall that hits the lagoon directly.
You should inspect your diversion system for the following:
1. adequate vegetation
2. diversion capacity
3. ridge berm height

Identified problems should be corrected promptly. It is advisable to inspect your system
during or immediately following a heavy rain. If technical assistance is needed to
determine proper solutions, consult with appropriate experts.
You should record the level of the lagoon just prior to when rain is predicted, and then
record the level again 4 to 6 hours after the rain (assumes there is no pumping). This will
give you an idea of how much your lagoon level will rise with a certain rainfall amount
(you must also be recording your rainfall for this to work). Knowing this should help in
planning irrigation applications and storage. If your lagoon rises excessively, you may
have an inflow problem from a surface water diversion or there may be seepage into the
lagoon from the surrounding land.
Lagoon Operation
Startup:
1. Immediately after construction establish a complete sod cover on bare soil
surfaces to avoid erosion.
2. Fill new lagoon design treatment volume at least half full of water before
waste loading begins, taking care not to erode lining or bank slopes.
3. Drainpipes into the lagoon should have a flexible pipe extender on the
end of the pipe to discharge near the bottom of the lagoon during initial
filling or another means of slowing the incoming water to avoid erosion of
the lining.
4. When possible, begin loading new lagoons in the spring to maximize
bacterial establishment (due to warmer weather).
5. It is recommended that a new lagoon be seeded with sludge from a healthy
working swine lagoon in the amount of 0.25 percent of the full lagoon
liquid volume. This seeding should 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 Iiquid 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 Iand 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
forageIand; mix remaining sludge; pump into Iiquid 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 Iagoon with dragline or sludge barge; berm
an area beside lagoon to receive the sludge so that Iiquids can drain back
into lagoon; allow sludge to dewater; haul and spread with manure spreader
onto cropland or forageland; and soil incorporate.
Regardless of the method, you must have the sludge material analyzed for waste
constituents just as you would your lagoon water. The sludge will contain different
nutrient and metal values from the liquid. The application of the sludge to fields will be
limited by these nutrients as well as any previous waste applications to that field and crop
requirement. Waste application rates will be discussed in detail in Chapter 3.
When removing sludge, you must also pay attention to the liner to prevent damage. Close
attention by the pumper or drag -line operator will ensure that the lagoon liner remains
intact. If you see soil material or the synthetic liner material being disturbed, you should
stop the activity immediately and not resume until you are sure that the sludge can be
removed without liner injury. If the liner is damaged it must be repaired as soon as
possible.
Sludge removed from the lagoon has a much higher phosphorus and heavy metal content
than liquid. Because of this it should probably be applied to land with low phosphorus
and metal levels, as indicated by a soil test, and incorporated to reduce the chance of
erosion. Note that if the sludge is applied to fields with very high soil -test phosphores, it
should be applied only at rates equal to the crop removal of phosphorus. As with other
wastes, always have your lagoon sludge analyzed for its nutrient value.
The application of sludge will increase the amount of odor at the waste application site.
Extra precaution should be used to observe the wind direction and other conditions which
could increase the concern of neighbors.

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

WASTE MANAGEMENT SYSTEM
FOR
JAMES NAYLOR
TABLE OF CONTENTS
1 Craver- Letter-
2 Soils Map
C: Canservat i c,n Plan Mai,
4 SCS-ENG-5C," (So i 1 Investigation)
5 NC'-ENG-34 Hazard Classification
6 Lagoon Design Data
7 Waste Utilization Plan
Seeding Specifications
9 NC-ENG-1' (Excavation)
10 NC-Et-,16-12-- (Embankuserot)
11 NC-EtiG-127 (Pad)
NC-ENG-40 (Plan of E.;cavat i on Waste Storage Lagaan)
1 Typical it i eW c,f A One -Stage i<age Lagoon
14 Operation and Maintenance Plan
15 Specifications for Construction of Waste Treatment La'soons
16Tc=r=c,grar Mar, W1Lagoori ii I -louses
17 Crass -Sections of Lagoon & Pad ED ON
�8?0I
N9��r�

USDA -SOIL CONSERVATION SERVICE UNITED STATES
303-D EAST ROWAN STREET DEPARTMENT OF
PHONE (919) 59Z-79E 3 AGRIC:ULTURE
---------------------------------------------------------------
OPERATOR:
Please review the attached pIan and specifications carefully.
Retai n this p Ian for your use and records. It is strongly
recommended that you, your contractor- and the SoiI Conservation
Service personnel are in agreement as -to how the waste Iagoor,
is to be constructed. SCS personnel will meet with all
concerned parties and walk over the site to explain all flags
and markings. It is important that everyone understands what is
expected so that final construction meets plans and
specifications and the ,job can be certified for payment (if ACP
cost -share is involved).
The pad dimensions and grades are the test estimate. The
builder 0r- c on.tr'actor- i s responsible for f i na I I ayout and
design of the piads. SCS , personne I will assist in a l i rn i ted
capacity, as its major concern, is the proper- design acid
construction of the waste treatment lagoon.
The actual amount of material required for pads and darn may
vary from the estimates. The design will attempt to valance
cuts and fills as close as possible. If additional material is
required after construction is complete on the lagoon, the
contractor and owner- will negotiate or, the price and location
of the borrow area.
It should be noted that certification of the lagoon will depend
upon a I I specifications being met. Important .items include
length, width, depth, slopes, topsail placement, correct
e I evat i ons (tc<p, bottorn, discharge F, i pes) , and seeding.
NOTE:
Design Requirement:
Estimate of E:-rcavation:
Estimate c,f Pad:
Estimate of Di l.e:
Estimate of TopsoiI Required:
Rat i o
.lob C:I ass i I
Designed By
Design Ar:prC.Va 1
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1SIGNATURE

, U, S. Department of Agriculture N C-EKG-34
Soil Conservation Service September 1980
Fi'e Code: 210
• HAZARD CLASSIFICATION DATA SHEET FOR DAMS
Landowner
3AM S
04vt-aa
County 5AMrson
Community
or Group
No.
Conservation Plan No.
Estimated
Depth of
dater to Top of Dam
Ft. Length of Flood Pool Ft.
Date of Field Hazard Investigation_
Evaluation by reach of flood plain downstream to the point of estimated minor effect
from sudden dam failure.
Est. Elev. 7st. Elevation
Kind of :Improvements: of Breach
Reach: Length: Width: Slope: Land Use Improvements . Above .1'1 oodwater Above
'Flood Plain: Flood Plain
Ft. Ft. - -Ft.
3
Describe potential for loss of life and damage to existing or probable future downstream_
improvements from a sudden breach A 5u 0 n FA I L U f- E or Tje vcrvrcE WILL
nDT ErQAnGE& L,Fr- aaMA,6E- r`-AJBL.1G TQtnSP0R-T'A71On. T+1E LA-Ge0n
1s AeEb caF neept. nm, AnO IS L-OCATEZOoc Fr FfD#% C.c &4,k P
Hazard Classification of Dam M b, c) (see NEM-Part 520.21)
Dam Classification (I,dV III, IV, V)
By u..w Ct.- t,,
name;
1---t 1-u k.
title
Concurred N�
B34L name ���t �ie
NOTE: 1. Instructions on reverse side.
2. Attach additional sheets as needed.
Date f 2 mz- )91
Date 1g, /�

Per'ator:JAMES F NAYLOR County: SAMPSON Date. 12/16/91
i stance to . nearest residence (other than owner): 1500.0 feet
. STEADY STATE LIVE WEIGHT
0
saws
(farrow to finish)
..
1417
Ibs.
W 0
1 b s
0
saws
(farrow .to feeder)
>:
522
Ibs.
= d
Ibs.
16c".5
head
(finishing or, Iy)
x
135
lbs.
- 251775
Ibs
0
sews
( farrow to wean)
.,
433
lbs.
- G
lbs
O
head
(wean to feeder-)
>:
OCr
lbs.
= 0
1Lis
TOTAL STEADY STATE LIVE WEIGHT (SSLW) = E51775 lbs
. MINIMUM REQUIRED TREATMENT 'VOLUME OF LAGOON
Volume = 2-51775 Ibs. SSLW x Treatment Volume(C:F)/1b. SSLW-
Treatment Vo I ume (CF)/ I b. SSLW= 1 C:F/ I b. SSLW
Volume = -51775 cubic feet
STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet ; "Owner- requests no sludge storage.
Sludge wi I I be rernoved as needed."
TOTAL DESIGN VOLUME
Inside top length 310.0
feet ;
Inside top
width
160.0 feet
Tap of dike at elevation
49.4
feet
Freeboard 1._t feet ; Side
slopes
2.5,
: 1 (Inside
lagoon)
Total design lagoon liquid
level at
elevation
48.1 feet
B'ottorri of lagoon elevation
37.4
feet
Seasonal high water- table
elevation
0.0
feet
Total design volume using
prismoidal
formula
SS/EI`1Di1 SS/ENDS SS/SIDE1
SS/SIDE-I
LENGTH
WIDTH
DEPTH
Z.5
Z" 0 5
155 L. 5
10.7
AREA OF TOP
LENGTH * WIDTH =
3 0'; . 5 1531 .5
46,52D.7 . 2
(AREA OF
TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
250.0 100. 0
.7`500 }. 0
( AREA OF
BOTTOM)
AREA OF M I DSECT I i EN
LENGTH WIDTH * 4
27;�' . Z: 126 .8
140C.1'2* . 2
(AREA OF
M I DSE -:T I ON
4 )
C:U . FT. = C AREA TOP + (4*AREA
MIDSECTION)
+
AREA 13OTTi iM 7
* DEPTH/6
46587.3
140C;12' .'
Z5000.0
1.8
V'k=iLUrriE OF LAGOON AT TOTAL DESIGN L I QIU I D LEVEL = 7 78E=.7 CU . FT.

I. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon ( top of dike)
Length * Width =
3'10.0 160-0 49600.0 square feet
DuiIdings (roof and Iat water)
Length * Width
0.0 0.0 0.0 square feet
TOTAL DA 4,9600.0 square feet
Design, temporary storage period to be itch days.
-,A. Volume of waste produced
Approximate daily production of manure in C:F/LE- SSLW 0.0G136
Volume = 251775 Lbs. SSLW * CF of Waste/Lb./Day days
Volume = 61485 cubic feet
_ . Volume of wash water-
This is the amount of fresh water- used for washing f l oars or volume
of fresh water- used for a flush system. Flush systems that recirculate
the lagoon water- are accounted for in 5A.
VoIume = 0.0 gallons/day * 180 days storage/7.4c3 gallons
per C:F
VoIume = 0.0 cubic feet
volume of ra i nfal I i n e:;cess of evaF �r at i on
Use period of time when ra i nfa l I e-ceeds evaporation by largest amount.
180 days excess rainfall = 7.0 inches
VC, I urn = 7.0 in * DA / 12- inches Fier foot
Volume = cubic feet

D. Volume of 25 year, - 24 sour- storm
Vo i urne = 7.0 inches / 1 ' inches per font * DA
Vo 1 ume = 28933.3 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A.
61 485
cubic
feet
5B.
0
cubic
feet
5C:.
Z8 3:3
cubic
feet
5D.
2892:3
tunic
feet
TOTAL 1 19'352 cubic feet
SUMMARY
Total required volume 2:71127 tunic feet
Total design volume avai 1 . 3772-87 cubic feet �
Min. req. treatment volume plus sludge accumulation, 251775 cubic feet
At elev. 45.2 feet ; Volume is 252190 cubic feet (end pumping)
Total design volume less Z5yr--Z'4hr- storm is 3485/'54 cubic feet
At e i ev. 47.4 feet ; Volume is 3453;; cubic feet ( start purnp i ng).
Seasonal high water- table elevation 0.0 feet
DESIGNED BY: d.JQ--.-- ���,�,j�• APPROVED BY: �� 6
- 1
DATE-. 12. 18/4f DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN

WASTE UTILIZATION FLAN
----------------------
Owners name--:JAMES NAYLOR County:SAMPSON
Mail Address-:RT I CLINTON NC.
Type of production unit---- :FEED -FIN
Type of waste facility ----- .Anaerobic Lagoon
Your animal waste management fac i I i ty has been designed for a
given storage capacity. When the waste reaches the designed
level, it must be land applied at a specified rate to prevent
pollution of surface and/car ground water. The plant nutrients
in the animal waste should be used to reduce the amount of
commercial fertilizer- required for the craps on the fields
where the waste is to be applied. This waste utilization plan
uses nitrogen as the limiting nutrient. Waste should be
analyzed before each application cycle and annual soil tests
are encouraged so that all plant nutrients can be balanced for
realistic yields of the crap 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 crap 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
and 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. Wined conditions should also be considered to
avoid drift and downwind odor problems. Tn 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 ?0 days prior to planting. Injecting the waste
or d i ski ng wi 1 I conserve nut i ents and reduce odor- pro I eras.
The acres needed to apply the animal waste is based on typical
nutrient content for this type of facility. Acreage
requirements may be more or less based on the waste analysis
report from your waste management facility.
The design of your waste management fac i I i ty is based can the
following:
Amount of Waste Produced Per Year:
----------------------------------
10 5 animals x 1.9 tans waste/anima 1 /yr= 1544 tons
total waste

Page
Amount of Plant Available Nitrogen Produced Per- Year:
-----------------------------------------------------
1065 animals .. 2.30 lbs. N/animal/year- = 4290 lbs./yr
Available N
Applying the above amount of waste is a big job. You should
plan time and have appropriate equipment.to apply the waste in
a timely manner-. Your facility is designed for 180 days of
storage. Therefore, it will need to be pumped every 6
months.
Tract Field Soil Crop Yield Lbs. N Acres Lbs. N Month to
No. No. Type Code Per Ac. Used Apply
3741 C3 WaB 2 100 Bu. 150 19.0 2850 MAR-JULY
8,741 2 WaE: 2 100 Bu. 150 24.0 3600 MAR-JULY
Total 43.0 6450
Available Nitrogen 4 90
Surplus Or Deficit -2161
Crop codes: 1=Cereal grain; 2=Corn; 3=Fescue; 4=Range Gr. Bermuda
5=Control Grazed Bermuda; 6=Hayland Bermuda
Narrative of Operation:
-----------------------
---------------------------------------------------------------
------__-------.___..---------------------------------------------
---------------------------------------------------------------
---------------------------------------------------------------
---------------------------------------------------------------
C:al 1 the Sty i l and Water Conservation District Office after you
receive waste analysis report to obtain the of ourit per acre to
apply and the irrigation: application rate prior- to applying
waste.
Prepared by: ___-------
Nave Title l Date
Concurred i r, try. 9l
Pr ucer- Date
(Copy to producer and copy to case fi le)

SEEDING RECOMMENDATIONS
-----------------------
AREA TO BE SEEDED: 1.0 ACRES
USE THE SEED MIXTURE INDICATED:
0 LBS. FESCUE GRASS @ 60 LBS./ACRE
( BEST SUITED CAN CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 15 TO NOVEMBER 30
0 LES. 'PENSACOLA' BAHIA GRASS @ 60 LES./ACRE
(SEE FOOTNOTE NO. 1)
SEEDING DATES: MARCH 15 TO JUNE 30
" LBS. HULLED BERMUDA GRASS @ S LES./AC.
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 11
30 LES. RYE GRAIN @ SCE LES./ACRE ( NURSERY FOR FESCUE)
U LES. RYE GRASS @ 40 LES./ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
LES .
APPLY THE FOLLOWING:
1000 LBS . OF 10-10 -10 FERTILIZER (1000 LES . / ACRE )
z TONS OF DOLOMITIC LIME (2 TONS/ACRE)
100 DALES OF SMALL GRAIN STRAW (100 BALES/ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE
ALL DISTURBED AREA IMMEDIATELY AFTER EARTH MOVING IT COMPLETED.
APPLY LINE AND FERTILIZER THEN DISK TO PREPARE A 3 TO 4 INCH
SMOOTH SEEDBED. APPLY SEED AND FIRM SEEDBED WITH A CULTIPACKER
OR SIMILAR EQUIPMENT. APPLY MULCH AND SECURE WITH A MULCH
ANCHORING TOOL OR NETTING.
1. PENSACOLA BAH I AGRASS IS SLOWER TO ESTA13L I SH THAN COMMON
BERMUDA GRASS. WHEN USING BAHIA, IT IS RECOMMENDED THAT
LBS . / ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE CLOVER
UNTIL BAHIAGRA S IS ESTABLISHED.

.S. DEFT OF AGRICULTURE
:AIL CONSERVATION SERVICE
NC-ENG-12
EARTHWORK C OMPUTAT 10N SHEET
EXCAVATION
AME: JAMES NAYLOR
ODRESS : RT 1
CLINTON NC
-----+------a---------+-----+----------+
'STA..' END .SUM OF 1DIS.! DOUBLE ;
AREA :E.AREA VOLUMN
--------------------------------------
1 11 55. 0:-------+-----+----------+
f----+--------+ 1.15801, 10.1 15300 11
L
r. 1 1 C-,EI: 1580:-------+-----+----------+
+-----r-------H 2840: :35; 99400
3: 1001, 1260---------+----f-+----------+
f----------- 1 2507, 3v i 9042521
4: 1-36: 1G 47: --------F--------'---------
+----+------+ 21a2: 64: 1 45ZS1
5 i Z00 i 2,55 j------------------------f
-------------- 16581 75 ! 1243501
6.1 275: 80:211-------+------+----------+
+----+------+ 19001. 5: 954 00:
---- ----
-I------------k 1097i Z3; ,,5::::: �1
e, i '3C)ti:: 0: --------------F----------+
--. -------- - 0: -30 1 0:
9 i 0 1 0: -------f----nnV------ -----F
r+------------ oll I 0:
1` 1. 0: C}:-------+----`-----------ff-+
-f-----------f Q C) V 1 ! I1
1 1 1 U 1 0: ---------.----+------- ----
- - - - - { - - - - - - - 0: 0: o !
1
-----------•-- 0 1 0: 0:
13 1 0: C} ! - -- ----------------.-.-----
-r------------ 0: 01 01
JAI
C) 1 t) 1 - - - ----------+--- - - - -----
- - ------ ----{ C) 1 C) �
1 � f 1
IF 1 tl 1 0: - ----------------------f--
-----+------+ 0: o ll C) 1
16„ 01 c) i --------+-----f----------+
i-----$------f o i 0: 0:
17: 01 0:-------+-----f----------+
-----a-------- 0: C7 i oil
is: Ci i C) i-------+-----------------
-F------------ 01. Q: o i
ill,: C)11 C} i-------------------------
t-----+------i- 0: 0: 0:
•r'�4.} 1 0 1 C} 1 - ---••---�•-----�'--..- --••------
-------------------------- ----- --
TOTAL t 49'�06I
---------------------------t-----------+
DOUELE VOL /2
VOLUI IE
2495:31 CU. FT.
- ' )'24-' C:U . YDS .
COMPUTED Y GLENN C:LIFTON DATE 1"2/ic/�!1
LA

U.S. DEFT OF AGR l C:UL7 UHF
SOIL CONSERVATION SERVICE
Intl•-t-- Nb-1 L
NAME: .LAMES NAYLOR
ADDRESS: RT 1
CLINTON NC:
EARTHWORK COMPUTATION SHEET
EMBANKMENT
TOP WIDTH: 12. FEET
TOTAL SLOPE: 5.5:1
+-----+------+-------+----------------+
STA.1 END :SUM OF : DIS.: DOUBLE
: AREA :E.AREA : : VOLUMN :
--------------------------------------
1: 0: 10+-------+-----+-----------
2 1
+-----F------- 19z, 361, 6912:
3' 76o 106;-------+-----+----------+
-------------------------
------------- E31: 64; 14754:
4: 140: 1251:-------+-----+----------+
}----+------+ 254: 2.5: 21590:
51 ZZ5: 129:-------+-----+------- 1 —�/--
+-----------+ 2,032 1 15 4 1 2301
6: 240 1 153 1 ------------_+-----------
+------+------+ 306: 10: 3060:
7: 2-501 15~:-----_ +-----+----- -+
+----+------+ 226: 85: 19110:
73
1 —----+----------+
+----+------+ 86', 80: 4S821 11
9: 415: 13:-------+-----+-----------t-
+-----+------+ 19: 25: 475:
10: 440: C-„-------+-----+----------+
+----+------+ 6: 201 12(7:
:-
+-----------+ 0: —460: 0:
1':_11 0: 0:-------+-----+----------+
-E------i-------'+ o ll 0: 0:
13 0: 0:-------------------------
0: 0: 0:
14: c): ct:--------------I-----------+
-F-----+------+ 0: 0: Q:
151 Cf: 0:-------+------+-----------+
-r-----------+ 0; 0: 0l
ic,1 0: 0:-------+-----a-----------+
+-----+------+ 0: U: 0:
17: 0: 0:-------+-----+----------+
-------------+ 0: 0: 0:
IRI G� ct:-------+---------------+
+----+-------+ 0; 0: 0:
ire: 0: 0:------ -+-----+----------+
+-----+------+ 0: 0: 0:
U: 0:--------t-----+----------+
--------------------------------------
:TOTAL : 1 101 :
+--------------------------+-----------
DOUBLE VOL /'4 = 40551
VOLUME OF EMBANk7..'MENT = 15022
PLUS 10% SETTLEMENT = 150
TOTAL = 1652'
CU. FT.
C.U. YDS .
C:U . YDS .
C OIMFUTED BY G 1 E= rl r, C. I i f t _1 n DATE 12/ 17/ 1

z_
' U, S. DUARTNUT 0r QGetMTURE !IC-EKG-40
soil Cam amtian service Rev. 1/"
PLAN OF EXCAVATED WASTE STORAGE PR
NAIL: 3A�+ES f1e'JLDR Date: !�/i7/9!
County: SeroPSon
Address: f2 T. ! C L I n TG ra-0 n G
cxar+ 3ra'
i1 DE G.O�E �5 TQ 1 /
AWE. TO ELIV.
w ��/ , MIG SE4TIG1 �f,
=37
AVF. SDTION 11.Er. .
f1 • � �
r BSc. 7
(sea bw* for vaWme calculatfam)
Use of facility: ,d. W. LAGODn
Capacity • z RZ C., s 9,5 _ Gallons,3-77, e B 7 M
Soil Type: wctA W AC2 4A
Bench Mark Description 7Do of 6gooina 0.0 O .01
1 o G A e'O 0 r7 S W CDP✓JF �e .
Bottom -
Normal Liquid Level
Storage for normal Precip.
Maximum.'Liquid Level
25 yr. Storm Storage
Crest ESW
M_ax. Flory Depth
Freeboard
Top of Dam
Elev.
3 7.q-
Elev.
47. q-•
t+j
-
Ft.
Elev.
4-7.'•-
M
Ft.
Elev.
—
(+)
M
!.3
- _Ft.
Elev.
49. 10~

S4w►usnaYc.a4
SA+APS.on Gv. .
TYPICAL VIEW OF A ONE -STAGE LAGOON SYSTEM
0
Confinement Building Top Width
Settled Top Elevation
Fluid Elevation 9-7 V-
i� SSs1;
Pit
!i SSA 'I _ SS::
�TRFATHEL]T '
LAGOON
Pipe (Needs to be adequately Depth _LO --_
supported)
Bottom Elevation,�51, ^

■ ' r,
_ '14
.a
DESIGN SUMMARY
OPERATOR: James F. Naylor
Please review the attached plan and specifications carefully. Retain this plan for your use and records.
It is strongly recommended that you, your contractor, and ADePt's staff are in agreement as to how the
lagoon is to be constructed. ADePt personnel will meet with all concerned parties and walk over the site
to explain all flags and markings. It is important that everyone understands what is expected so that final
construction meets plans and specifications and the job can be certified.
The dimensions and grades are the best estimate. The builder or contractor is responsible for final layout.
ADePt will assist in a limited capacity. The major concern of all parties shall be the proper design and
construction of the waste treatment lagoon.
The actual amount of material required for the dam may vary from the estimates. The design did not
attempt to balance cuts and fills. Excess material will be moved to a location determined by the owner.
It should be noted that certification of the lagoon will depend upon all specifications being met.
Important items include length, width, depth, slopes, topsoil placement, correct elevations (top, bottom,
discharge pipes), and seeding.
ARE CULTURAL RESOURCES EVIDENT?
YES
NOL. X
DESIGN REQUIREMENT:
257,159 cu. ft =
9,524
cu. yds
ESTIMATE OF EXCAVATION:
345,087 cu. ft =
12,781_
cu. yds
ESTIMATE OF PAD:
NIA cu. ft =
NIA
cu. yds
ESTIMATE OF DIKE:
3,780 cu. ft =
140
cu. yds
ESTIMATE OF MATERIAL FOR SANDY -CLAY LINER: =
3,405
cu. yds
Ratio NIA
Job Class III
Designed By
Design Approval
M. -Floyd Adams
3
Total Excavation =
12,781 cu. yds
2/13/96
Date
g1gc,
Date

LAGOON DESIGN
operator James F. Naylor County: Sampson Date: 02/12/96
Distance to nearest residence (other than owner): Existing feet
1. AVERAGE LIVE WEIGHT (ALW)
o
sows
(farrow to
finish)
x 1417
lbs
_ 0
lbs
0
sows
(farrow to
feeder)
x 522
lbs
= 0
lbs
1224
head
(finishing
only)
x 135
lbs
= 165240
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 = 165240 lbs
2. MINIMUM REQUIRED TREATMENT' VOLUME OF LAGOON
Volume = 165240 lbs. ALW x Treatment Volume(CF)/lb. ALW
Treatment Volume(CF)/lb. ALW 1 CF/lb. ALW
Volume = 165240 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
0 .
Volume = 0.0 cubic feet ?ttt OwaadS 4Z�4�u65T
4. TOTAL DESIGNED VOLUME
Inside top length (feet)--------------------
260.0
Inside top width (feet)---------------------
170.0
Top of dike elevation (feet) ------- -
49.3
Bottom of lagoon elevation (feet)-----------
36.6
Freeboard (feet)----------------------------
1.0
Side slopes (inside lagoon)-----------------
3.0 1
Total design volume using prismoidal formula
SS/END SS/END SS/SIDE SS/SIDE LENGT
WIDT DEPTH
3.0 3.0 3.0 3.0 254.0
164.0 11.7
AREA OF TOP
LENGTH * WIDTH =
254.0 164.0
AREA OF BOTTOM
LENGTH * WIDTH
183.8 93.8
AREA OF MIDSECTION
LENGTH * WIDTH * 4
41656 (AREA OF TOP)
17240 (AREA OF BOTTOM)
218.9 128.9 112865 (AREA OF MIDSECTION * 4)
CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
41656.0 112864.8 17240.4 1.9
Total Designed Volume Available 334934 CU. FT.
4

5. TEIKPORARY STORAGE REQUIRED
Mu
DRAINAGE AREA:
Lagoon (top of dike)
Length,* Width =
260.0 170.0 44200.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 44200.0 square feet
Design temporary storage p riod to a 180 days.
5A. Volume of waste produced
Feces & urine production in gal./day per 135 lb. ALL` 1.37
Volume = 155240 lbs. ALW/135 lbs. ALW * 1.37 gal/da 180 days
Volume = 301838 gals. or 40352.7 cubic feet
5B. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume - 0.0 gallons/day * 180 days storage/7.48 gallons
per CF
Volume = 0.0 cubic feet
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall _ 7.0 inches
Volume = 7.0 in * DA / 12 inches per foot
Volume = 25783.3 cubic feet
61

5D. Volume of 25 year - 24 hour storm
Volume - 7.0 inches / 12 inches per foot * DA
Volume = 25783.3 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
SA. 40353 cubic feet
5B. 0 cubic feet
5C. 25783 cubic feet
5D. 25763 cubic feet
TOTAL 91919 cubic feet
6. SUMMARY
Temporary storage period=====___=====-_=====
180
days
Rainfall in excess of evaporation===========
7.0
in
25 year - 24 hour rainfall============__====
7.0
inches
Freeboard=================================--
1.0
feet
Side slopes====___ _____________=___=__-____
3.0
1
Inside top length====______________________=
260.0
feet
Inside top width=====_______________________
170.0
feet
Top of dike elevation======-===========-====
49.3
feet
Bottom of lagoon elevation==================
36.6
feet
Total required volume===============___=====
Actual design volume=====_==_=_======_======
257159
334934
cu. ft.
cu. ft.
Seasonal high watertable elevation (SHWT)===
42.6
feet
Stop pumping
43.9
feet
Must be n or to the SHWT elev.==========
42.6
feet
Must be > or = to min. req. treatment el.=
42.6
feet
Required minimum treatment volume==========-
165240
cu. ft.
Volume at stop pumping elevation============
174903
cu. ft.
Start pumping elev.==_______________________
45.9
feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==
309151
cu. ft.
Volume at start pumping elevation===========
242017
cu. ft.
Required volume to be pumped==========_===_=
66136
cu. ft.
Actual volume planned to be pumped-=========
67114
cu. ft.
Min. thickness of soil liner when required==
1.9
feet
7. DESIGNED BY: M. Ir IoYd Aag-ts APPROVED BY: ✓'!. � 5
DATE: DATE 2 13 9 : 1
� 6 z/ 91�6
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
0 COMMENTS:
*
11 s

0
%riSTlnG
Ron;-
TbtA Ai CoemER of
SLAIN. kLEV. :50.0'
13 C D
EX15-InAG LPC 1 Oii E Tb
t� BL �'1ILT UP -to
{
Lx7 siitAG EMSTUG
LAc,ao+.f 1{ot,lSt
{ 150 1-F of +5" ttYC F9;, r
0.0 % GR&vs : I.+ycR1 = 40.3
f- 4 D%Alrt 6i AlkA
a -rl-
CJ�=
C+54
1400
r Tk
DIKE ELEV. = 49.3
St. Z
44'•+1
+ 48. $
44.2
Q9.z
R 44.
1�
W MAIM 'To? O: Di K E 15 Flekq
+
t
OR A[ t=YISTIN(� GRnuNp r-kl_ .
CO',gr rlo.T TO CVi A DR(4#AAGE
51.te
Swb.c T4 QivEM %NA ee-
49.E
44,Z�
44.4
49.b- �
d�
2�
OWrlr-P. TO DETSIRMLNC LoCAt%aK
1�
r
1=OR Ex -ass OLRT.
3)
%F-Q FOSTS SHALL 3E SET 1+1
'
47.
3+0o
gOTt+ L4[-,peµg y�QICAttN G
So.5
C406
STAST PurApinG NNO Mop Nmeawo
3e5
CA&VATiOWS. TNkESE 1=1-EvAlrW%
ti{�,Y
FItLt)
WILL U- mE SkmL- VcR ZO-1,4
LA6aoHs• 5t�'�Rt = 45.9 ;
STo4 = 43.9'
Rz1=PAREfl 6Y M. VLovt�- - AD8M!y P.
LicErssc tao. I zz� 3r4
DAMES F N�YL0R
AUDITIor`s GF L�1(�ppnj
FARM w4 'SFR 1-1 03
SW�1P5pr1 COur•+TY, NC
z�13f�
SCALE V= loor

/VOLUMg ESTI6TES
EXCAVATION
Lagoon 12 1 ik 1 c m Yos,
FILL
Dike
Pad
Total Fill
CUTIFILL RATIO
149 ru. YOS
N«
IaQ
5
t11A
TYPICAL VIEW OF LAGOON SYSTEM r
..K LS 04 •c
TOP WIDTH 1 Z
NOTES-
SETTLED TOP ELEVATION 4q. 3
GugG6 9-o%T (Bovµ L.AGoa45)
MARK sip-m Pumftdc. A-T 4-5.76
i
TAICK
\ - — SOITOM-ELEVATION 2(a, (d
NOLUVAGS Oa +3e[ =F4CL4Olz INSIDE SIDE SLOPES 3: 1__
OUTSIDE SIDE SLOPES 3: L
M0.TIMMAlr KserxV Fag
QU11L.01LAQ U P O LU DUKE
l5 ' PIPE
SUPPORT ADEQUATELY\ ,
PIPE I'L ZE Lpao rLA1
Imem SLeV, = 40.I'
MAwc slaf eu-04 AT 45.9 '
DEPTH AT
START PUMPING
a3_
PLACE R]P-RAP, FLEXIBLE PIPE OR OTHER SUITABLE MATERIAL AT PIPE OUTLETS TO PREVENT EROSION OF CLAY LINER.

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 must be at least 300 feet from any flowing
stream or public body of water.
Rendering at a rendering plant licensed under G.S. 106-168.7
❑ Complete incineration
❑ In the case of dead poultry only, placing in a disposal pit of a size and design
approved by the Department of Agriculture
❑ Any method which in the professional opinion of the State Veterinarian would
make possible the salvage of part of a dead animal's value without endangering
human or animal health. (Written approval of the State Veterinarian must be
attached)
December 18, 1996
}

Tract #
I Field #
jAcreage,
I Tract #
I Field #
jAcreage
8741
3A
4.3
8741
6
18
8741
3B
5.2
4274/105501
1 A
1 6.2
8741
3C
4.3
4296/4274
1 B
7.5
8741
3D
3
4296/4274
1 C
3.6
8741
3E
2.3
4274
2
5.8
8741
2BA
7.9
8739
2A
6.2
8741
2BB
7.7
8739
2B
5.8
8741
2
5.4
8739
1 A
3
8741
2A
6
8739
1 B
3.9
8741
1 A
2.6
8739
1 C
5.7
8741
1 B
2.6
8739
1 DBE
10.5
8741
5A
5.8
j 4409
1 B
4.2
8741
5B
4.3
4409
1 A
3.4
8741
1C
1
4409
2
1
8741
1 D
1

0 4 0

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IS
OWN!,

State of North Carolina
Department of Environment ��������
and Natural Resources
Division of Water Quality
cEc 2 3 1998
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary FAYETTEVILLE
A. Preston Howard, Jr., P.E., DirectREG. OFFICE
December 17, 1998
ilk"
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
James Naylor
_
James F. Naylor Farm
3189 Church Rd .
Clinton NC 28378
Subject: Application No. 82-0360
Additional Information Request
James F. Naylor Farm
Animal Waste Operation
Sampson County
Dear James Naylor:
The Non -Discharge Permitting Unit has completed a preliminary engineering review of the subject
application. Additional information is required before we can continue our review. PIease address and submit
the following information by January 16, 1999:
1. . Specify the number of lagoons present on your farm and submit calculations to show
required storage volumes in each of these lagoons.
2. Options on mortality management methods checklists are not noted as they relate to your
farm.
3. Many fields (T4274, field 2, and T4409, for example) specified in your waste utilization
plan are not shown on the field map. Please provide a clearer field map identifying all tract
numbers, field numbers, and acreage listed on your waste utilization plan.
Pleasenote that all revisions or amendments made to the waste utilization plan (WUP) or a
portion thereof are required to be signed and dated by both the landowner and the Technical
Specialist before they are submitted for review.
Please reference the subject permit application number when providing the requested information. All
information should be signed, sealed, and submitted in duplicate to my attention at the address below. The
information requested by this letter must be submitted on or before January 16, 1999 or the Division will return
your application as incomplete in accordance with 15A N.C.A.C. 2H .0200 and your facility will be considered to -
be operating without a permit.
Please be advised that operation of the subject animal waste management system without a valid permit isj_ , _-
a violation of North Carolina General Statute I43-215.1 and will subject you to the enforcement authority of the
Environmental Management Commission.
If you have any questions regarding this request, please call meat [phone], extension 363.
cc: Fayetteville Regional Office, Water Quality
Permit File
R.O. Box 29535, Raleigh, North Carolina 27626-0535
An Equal Opportunity Affirmative Action Employer
Sincerely,
te
JR
Non -Discharge Permitting Unit
Telephone [phone] FAX [phone]
50% recycled/ 10% post -consumer paper _

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 NCDENR
NORTH C.ARouKA DEPARTMENT OF
ENVIRONMENT ANo NAruRAL REsouRGES
August 21, 1998
CERTIFIED MAIL
RECEIPTRETURN REQUESTED
James Naylor
James F. Naylor Farm
3189 Church Rd
Clinton NC 28378
Farm Number: 82 - 360
Dear James Naylor:
RECENA �`
Aur, 2 5 1998
FAyETTEViu-E
REG. CrF10E
You are hereby notified that James F. Naylor Farm, in accordance with G.S. 143-215.10C, 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 [phone] extension or
Jeffery Brown with the Fayetteville Regional Office at [phone].
S' cercly,
or` 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% recyded110% post -consumer paper

ems-
svrt 17 %+M.MVL11MAK LJLrP►R I Mr -FM 1 Lr
ENVIRONMENT AND NATURAL RESOURCES
FAYETTEVILLE REGIONAL OFFICE
DIVISION OF WATER QUALITY
April 23, 1998
CERTIFIED MAIL
RETURN RECEIPT D
Mr. James F. Naylor
3189 Church Rd.
Clinton, NC 28378
Subject: Notice of 12eficiency
James F. Naylor Farm
Facility No. 82-360
Sampson County
Dear Mr. Naylor:
On April 14, 1998, staff from the Fayetteville Regional Office of the
Division of Water Quality was notified by Scott Faircloth of the Division of
Soil and Water, that a flush tank had overflowed and entered a diversion ditch
and possibly a small stream on the farm. At DWQ's arrival, investigators
were informed of the specifics of the overflow. Soil had been hauled in as
soon as the overflow was discovered and the drainage pipe had been blocked
to keep waste from entering -the stream. Further investigation revealed that
there was no residual waste in the stream due to a heavy rain prior to DWQ's
arrival.
Please be aware that as farms are permitted, any discharges are to be
called in to the Division of Water Quality. Those that are not called in will be
treated as violations.
The Division of Water Quality requests that the following item(s) be
addressed.
l . As routine maintenance, the flush tanks need to be periodically checked
to insure all devices are working properly to avoid future overflows.
225 GREEN STREET, SUITE 714, FAYETTEVILLE, NORTH CAROLINA 28301-5043
PHONE [phone] FAX [phone]
AN EQUAL OPPORTUNITY / AFFIRMATIVE ACTION EMPLOYER - 50% RECYCLEOl10% POST -CONSUMER PAPER

Mr. Naylor
4-23-98
Page 2
Please provide a written response to this office on or before May 15, 1998, regarding
corrective actions taken or planned to resolve this deficiency. Nothing in this letter should be
taken as absolving this facility of the responsibility and liability of any violations that have resulted
or may result from this deficiency. '
If you have any questions concerning this matter, please do not hesitate to contact Mr.
John Hasty, Environmental Specialist, at [phone].
Sincerely,
1 ^�
John C. Hasty, Jr.
Environmental Specialist
cc: Sue Homewood - Compliance Group
Wilson Spencer - Sampson Co. NRCS
Audrey Oxendine - DSWC Fayetteville Office
Central Files - Raleigh

f ' -
'
0 Division of Soil and Water Conservation [3 Other Agencymr
Division of Water Quality
Routine O Com hint O Follow-up of DWQ inspection O Follow-up of I)SWC review 0 Other
Facility Number Date of Inspection
Time of Inspection 3 ; 3 O 24 hr. (hb:mm)
13Registered Certified © Applied for Permit 0 Permitted 3 Not Operational Date Last Operated:
Farm Name: ...... 1—ag.gi---.--1-, .... ..r.�� .............. County:.. .......................t�li
Owner Name:....GX.1�eLli .................._....�iL.. ..... Phone No:.�.:1..�ri 1 Lfa T ..-..............
.
J�
Facility Contact:......s . P ....... fig./ ... Title......( .. .. ... Phone No: .......... .....
! j % %� f f r11�' Z3
Mailing Address: ......�1l.............5....h.f�t.f:L.l1......1LL'!'......._................................�.I! t:�.........r..........�......../................_... .��
Onsite Representative:.. Integrator•...... u G� �t `� rG? ►"q � �t! �� � vr'l �
Certified Operator, ...... !S„(j'[.._........ IQ,r ......... Operator Certification Number;. �. �!., c. ---_—. .
Location of Farm:
Latitude Longitude 0• �' 0"
Design ; Current
Capacity ,Population'-
❑ Wean to Feeder
Feeder to Finish
t; h
❑ Farrow to Wean
❑ Farrow to Feeder
❑ Farrow to Finish
❑ Gilts
❑ Boars
LLAVL
❑N
J0 Other f :'
a Total Design C;
�"$ {
T-
VA
Number:"vf Lagoons ! Holding Ponds, �!/ ❑Subsurface Drains Present ❑Lagoon Area ❑ Sprav Field Area
g ❑ No Liquid Waste Management System
General
1. Are there any buffers that need maintenance/improvement? ❑ Yes lkNo
2. Is any discharge observed from any part of the operation? 9Yes ❑ No
Discharge originated at: ❑ Lagoon ❑ Spray Field Pq Other
a. If discharge is observed, was the conveyance man-made? ❑ Yes allo
`r b. If discharge is observed, did it reach Surface Water? (if yes, notify DWQ) OYes ❑ No
c. If discharge is observed, what is the estimated flow in gal/min?
d. Does discharge bypass a lagoon system? (If yes, notify DWQ) ❑ Yes MNo
3. Is there evidence of past discharge from any part of the operation? ❑ Yes O�No
4. Were there any adverse impacts to the waters of the State other than from a discharge? ❑ Yes PLNo
5. Does any part of the waste management system (other than lagoons/holding ponds) require ❑ Yes PNo
mai ntenancelimprovement?
6. Is facility not in compliance with any applicable setback criteria in effect at the time of design? ❑ Yes MNo
7. Did the facility fail to have a certified operator in responsible charge? ❑ Yes JE,No
7/25/97
Continued on back

r
Facility Number: —
8. Are there lagoons or storage ponds on site which need to be properly closed?
Structures (Lagoons.11olding Ponds, Flush Pit5,,etc.)
9. Is storage capacity (freeboard plus storm storage) less than adequate?
❑ Yes 0 No
❑ Yes 4 No
Structure 1 Structure ? Structure 3 Structure 4 Structure 5 Structure fi
Identifier:
Freeboard (ft) 2-7 . 2................................. I ... .......
.............
10. Is seepage observed from any of the structures? ❑ Yes
11. Is erosion, or any other threats to the integrity of any of the structures observed?
12. Do any of the structures need maintenance/improvement?
(if any of questions 9-12 was answered yes, and the situation poses
an immediate public health or environmental threat, notify DWQ)
13. Do any of the structures lack adequate minimum or maximum liquid level markers?
Waste Application
14. Is there physical evidence of over application?
(If in excess of WMP, or runoff nterin waters of the State, notify DWQ)
15. Crop type .........1 tl.td.Gl,................................................................................................................
16. Do the receiving crops differ with those designated in the Animal Waste Management Plan (AWMP)?
17. Does the facility have a lack of adequate acreage for land application?
18. Does the receiving crop need improvement?
19. Is there a lack of available waste application equipment?
20. Does facility require a follow-up visit by same agency?
21. Did Reviewer/Inspector fail to discuss review/inspection with on -site representative?
22. Does record keeping need improvement?
For Certified or Permitted Facilities Only
23. Does the facility fail to have a copy of the Animal Waste :Management Plan readily available?
24. Were any additional problems noted which cause noncompliance of the Certified AWMP?
25. Were any additional problems noted which cause noncompliance of the Permit?
p No violation's or deficiencie's'were noted during this. visit- Yoilmill receive no farther
: correspondence about this.visit:• . , .. .
❑ Yes
❑ Yes
VNo
No
r
❑ Yes NNo
❑ Yes PINo
❑ Yes
❑ No
❑ Yes
❑ No
❑ Yes
❑ No
❑ Yes
❑ No
❑ Yes
❑ No
❑ Yes
❑ No
❑ Yes
❑ No
❑ Yes ❑ No
❑ Yes ❑ No
❑ Yes ❑ No
C6khdaents (refer to question #):. Explain any IVES answers and/or any recommendations. or any other.comments. �L,'
Use'drawings of facility to better explain situations. (use additional pages as necessary}
btk)Q t, s n o-�t , c� A scka ... _ b 5co � � rG 1 D'� � D 5 �-4� • •
-Fke- Gl i Sc ka e Ori i ^ �4ed a} Mc���u r>t C>�; on >n ��t �5 - c�k, yS�Cr-.
for s-��J aL or, q-I3-9i,t3t7 .m, h eC6c6j oK +'he
5reye w45 Order, G4 30 am
. o,. {-1-9
r �14Sh `6vLk owr�loW rnJ 4e4V a
t-a�r�VeMr5arrot �d
. nc tb+pc �CSide r��rew y• I'�r, N orWas evet-CIOLO;en-iPad +1'f,1. le
4r el 7/25/97
Reviewer/Inspector Name
5 /"
�
H"e?A k '
/ �
Reviewer/InspectorSignature: ,,
,it r,
e�l,
Date: I T_N-99

Facility Number: . — Date of inspection: -�
Additional Comments and/or Drawings _,;° , . _ . rt � � .
pu �
cLvt•Ot G a r'CIL Iw
o
� � f
PP4-o Keep `Ke ,LAs'Proms e#�Iehv3 am* 5ma-11 ct-L-k
prt h.s QroPer � 15 110+ �Amorl h0.0 font `Vke -- iksk
4amk louetr-� lowed nor kow muck was4e --AoL0eJ Oct+ o'F4l%e
btke. -6 CL keov r-a:v- Pr.or 4o DWQtS c2rrt%jcLl t
k
We- LOece uRCJ)lC 4-n AP_' (-nvitne how MLLCk X awy ) WOL54
VIA kaje owerL -4o -fie sMatl creek. Tee d A no`�
C p POL �D K3 G Y� r tP 5[ 4 Lk CAt p I r1 S �C S.
[ `' q�e r
Iti,er-e o earJ 4be no im & lte 4o4�e Jlsekorie.
use 4-o PAc- of S k cUscouef`
o- r o b be M �L1 t'' .
1 e f rv� Q4C- I t" a )^ r1 j A t 1 2
~ a SKr 4 cLc e ter5 e S' 4+e -
I h '( S LA_)�,-4S a%-\_ LA_),V r_4- vxoAe 4cc i A e �A &� mAt-oAgn ; caA
�tv �,Re , fi r, �or w�t chc-ck se fNs on rzrtt -i /4
4130/97

V.`
NORTH CAROLINA DEPARTMENT -OF
ENVIRONMENT AND NATURAL RESOURCES
FAYET-rEVILLE REGIONAL OFFICE
DIVISION OF WATER QUALITY
April 23, 1998
CERTIFIED MALL
RETURN RECEIPT REQUESTED
Mr. James F. Naylor
3189 Church Rd.
Clinton, NC 28378
Subject: Notice Qf Deficiency_
James F. Naylor Farm
Facility No. 82-360
Sampson County
Dear Mr. Naylor:
On April 14, 1998, staff from the Fayetteville Regional Office of the
Division of Water Quality was notified by Scott Faircloth of the Division of
Soil and Water, that a flush tank had overflowed and entered a diversion ditch
and possibly a small stream on the farm. At DWQ's arrival, investigators
were informed of the specifics of the overflow. Soil had been hauled in as
soon as the overflow was discovered and the drainage pipe had been blocked
to keep waste from entering the stream. Further investigation revealed that
there was no residual waste in the stream due to a heavy rain prior to DWQ's
arrival.
Please be aware that as farms are permitted, any discharges are to be
called in to the Division of Water Quality. Those that are not called in will be
treated as violations.
The Division of Water Quality requests that the following item(s) be
addressed.
1. As routine maintenance, the flush tanks need to be periodically checked
to insure all devices are working properly to avoid future overflows.
225 GREEN STREET, SUITE 714, FAYETTEVILLE, NORTH CAROLINA 2B301-E043
PHONE [phone] FAX [phone]
AN EQUAL OPPORTUNITY /AFFIRMATIVE ACTION EMPLOYER - 50% RECYCLED/109( POST -CONSUMER TAPER

r
Mr. Naylor
4-23-98
Page 2
Please provide a written response to this office on or before May 15. 1998, regarding
corrective actions taken or planned to resolve this deficiency. Nothing in this letter should be
taken as absolving this facility of the responsibility and liability of any violations that have resulted
or may result from this deficiency.
If you have any questions concerning this matter, please do not hesitate to contact Mr.
John Hasty, Environmental Specialist, at [phone].
Sincerely,
John C. Hasty, Jr.
Environmental Specialist
cc: Sue Homewood - Compliance Group
Wilson Spencer - Sampson Co. NRCS
Audrey Oxendine - DSWC Fayetteville Office
Central Files - Raleigh

[3 Division of Soil and Water Conservation [3 Other Agency I
10 Routine O Complaint O Follow-up of DWO insnec€ion O Follow-up of DSWC review O Other
Date of Inspection
Facility Number
Time of Inspection 3 : 3 n 24 hr. (hh:mm)
U Registered C(Certified © Applied for Permit [3Permitted 0 Not O erational Date Last Operated:
Farm Name: ...... J.eLr►!i ._s. i Y tl....L..�; !ZAA. County: _LL Y r'' _. ,.....
Owner Name: ....� Cd..YI.!1�....... .`.... .... !.�L _.. _ .. ... PhoneNo:
.. (�... _....
f�
Facility Contact: s x srx!x�a5...... .f..Q .. Title: .. Q��n.4 ........ ..... .... Phone No: ... '` '� ........ �.
93 Marling Address: .......... I! ................ ..... ..._...... .... ........ .�r:!`I,. � .... .t lJ.� t,. _ ...
Onsite Re resentative:.. O e„�,
p ............. ...�-----.�,�.�....�.I�..........�......._........... Integrator: .� ll rr44uu
Certified Operator;........„fQ -- Operator Certification Number,-...1.Y..
Location of Farm: ^T
Latitude 0• 4 66 . Longitude • 0' 0"
❑ Wean to Feeder
0 Feeder to Finish
2 .. K
❑ Farrow to Wean
❑ Farrow to Feeder
❑ Farrow to Finish
❑ Gilts
❑ Boars
General
1. Are there any buffers that need maintenancelimprovement? ❑ Yes [kNo
2. Is any discharge observed from any part of the operation? 9Yes ❑ No
Discharge originated at: ❑ Lagoon ❑ Spray FieldPq Other
a. If discharge is observed, was the conveyance man-made?
f b. If discharge is observed, did it reach Surface Water? (If yes, notify DWQ)
c. If discharge is observed, what is the estimated flow in gal/min?
d. Does discharge bypass a lagoon system? (If yes, notify DWQ)
3. Is there evidence of past discharge from any part of the operation?
4. Were there any adverse impacts to the waters of the State other than from a discharge?
5. Does any part of the waste management system (other than lagoons/holding ponds) require
maintenance/improvement?
& Is facility not in compliance with any applicable setback criteria in effect at the time of design?
7. Did the facility fail to have a certified operator in responsible charge?
7125/97
❑ Yes 0No
VYes ❑ No
❑ Yes
0,No
❑ Yes
E�No
❑ Yes
RLNo
❑ Yes
allo
❑ Yes
J9 No
❑ Yes
j No
Continued on back

r
Facility Dumber:
8. Are there lagoons or storage ponds on site which need to be properly closed? Cl Yes . No
St etures (La oons 11oldin Ponds Flush fits etc.
9. Is storage capacity (freeboard plus storm storage) less than adequate? ❑ Yes 7 No
Structure I Structure ? Structure 3 Structure 4 Structure 5 Structure 6
Identifier:
Freeboard (ft)..........91................
........... Z/I....... ..... ......... ..... ............ .... .................................... ............................ ........ ........ I ......................
.....
10. Is seepage observed from any of the structures? ❑ Yes [XNo
11. Is erosion, or any other threats to the integrity of any of the structures observed? ❑ Yes No
12. Do any of the structures need maintenance/improvement? ❑ Yes No
(If any of questions 9-12 was answered yes, and the situation poses
an immediate public health or environmental threat, notify DWQ)
13. Do any of the structures lack adequate minimum or maximum liquid level markers? ❑ Yes RNo
Waste Application
14. Is there physical evidence of over application? ❑ Yes PINo
(If in excess of WMP, or runoff enteni ng, waters of the State, notify DWQ)
15. Crop type ......... I-KYI. .................................................. ...................
16. Do the receiving crops differ with those designated in the Animal Waste Management Plan (AWMPV ❑ Yes ❑ No
17. Does the facility have a lack of adequate acreage for land application? ❑ Yes ❑ No
18. Does the receiving crop need improvement? ❑ Yes ❑ No
19. Is there a lack of available waste application equipment? ❑ Yes ❑ No
20. Does facility require a follow-up visit by same agency? ❑ Yes ❑ No
21. Did Reviewer/Inspector fail to discuss review/inspection with on -site representative? ❑ Yes ❑ No
22. Does record keeping need improvement? ❑ Yes ❑ No
For Certified or Permitted Facilities Only
23. Does the facility fail to have a copy of the Animal Waste Management Plan readily available? ❑ Yes ❑ No
24. Were any additional problems noted which cause noncompliance of the Certified AWMP? ❑ Yes ❑ No
25. Were any additional problems noted which cause noncompliance of the Permit? ❑ Yes ❑ No
13 No -violations or deficiencies were noted -during this:visit. You will receive no further
correspondence shoat this. visit'.,
Cornments (refer to question#): Explain any YES answers and/or any recotiimendatrons or any" other comments
Use drawin s of facilit io better explain situations. (use additirnalpages'as necessary).:,-:
g Y p ,
'.�co ��,,.� f �-{-� p•-� v � S d-4� • `
1 -rFke Acscka e 4Ti i r%Cded a+ C mrLi trl4on t h THL15f1 "izi�k�
�t r s d aL or, q-I -9F ; 3� .n'I, k �Ckeckej oh'�'ite
Nal � C' P
-rctrw_ amc ever#W4s trorder. a4 (O 3Ja, ►, o``h -I -9 rl e
r rt e d 4�� P,, S k `�- k o tel-(lo w i n o date 4 G
~�
5 eared in (bo�. —ram y� a uP f o � n en-�-enr+ pub
/ vt e- � r1�K k3a5 rT 1 u3 � j
0�1+1�rSfohai-�ck- loe5,4 ofr*,Veto"• Mr. �of- If'1'gO13011 7/25197 �
Reviewer/Inspector Tamed !� v` +S:'1~i
Reviewer/Inspector Signature: /��. r /may. Date: 0 41— / Y—'7

Number: I L
Date of nspection:
Additional Coinmerits and/or Drawings F
P`F Pe- +D Keee +he c�s-(e �►n ew- �ri�.� . a sM��� cree
Jroper4-LI. ]E�f rS PO+ �nOWA. koLt] 6r�nq `VKe ��KSk
4avl cwer4lowed� nor kow muck-wa5� tlJoc3� ou+ o�+ke
+o-vkk- Ncke. 4 � keOLQ ra.ir` Prior 4 DWQ 15 ctrri%jaLI )
we- W eve u mCJ:) }P- � a�e4C-M.(A e A O4} M LCCk-- ; a w W a 5 e
mOI kale 50-4er, ­6 +e_ s#a)l creek. mere rf;d rNo
CA ppear -6 b ea n re s was ` o s iodnrs .
l ti er-e aff eck r e j 4-� bet) d I'm J- J L�Le ` o ` ,� o�r sC ko r e .
I)e�e 4v Mr. ]vCLIlor s SwI;i_ czcTc m_ u P Jlscooer
Iew�rfrob � '� e r rv� rc-+ � t" a� 1 n r1ni ru � z ecJ y
4o SKr 4 o c e LOCA-�e r s 0� +ke 54 Ct+e
1 (
I 5 c.t.OS a ri u YXJ�Or_4AIN CL4 e 4C c e cka n. ecL {
jPcz:k�uRe , fY1 �, �IJalIor w't I click +i%xse ,K'5 nn CAA 4/45 -.:
J
Tanks +D ctuvij 5CAC-L OCCIjCpJ5 +e 44ure,
4/30/97

James F. Naylor
3189 Church Road
Clinton, NC 28328
11 May 98
NCDENR
Division of Water Quality
225 Green Street, Suite 174
Fayetteville, North Carolina 28301
RE: Notice of Deficiency
James Naylor, Facility 82-360
Dear Mr. Hasty,
RIECEFIVED
h14)' 131998
RE OFv�ut
F►CE
In response to your notice dated 23 Apr 98, please find corrective action that
was taken listed below.
1. All flush tanks on farm have been inspected.
2. All shear pins showing wear have been replaced.
3. All flush tanks have been cleaned inside to insure all mechanisms
function properly.
4. All overflow pipes in tank were inspected and cleaned.
Other preventive action planned is the installation of time clock on recycle
pump to eliminate pump from running during hours that are unattended.
If there are any other concerns or requirements, please contact me at (910)
564-6811.
Sincerely,
/WX�4, �( "'/�
Robert F. Naylor
Operator in Charge - Facility No. 82-360

1.
State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Water Qualify
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
James Naylor
James F. Naylor Farm
3189 Church Rd
Clinton NC 28378
• 1 ,. :`i: i',I: .I
Dear Mr. Naylor:
e��
�EHNR
April 3, 1997
SUBJECT: Notice of Violation
Designation of Operator in Charge
James F. Naylor Farm
Facility Number 82--360
Sampson County
You were notified by letter dated November 12, 1996, that you were required to designate a
certified animal waste management system operator as Operator in Charge for the subject facility by
January 1, 1997. Enclosed with that letter was an Operator in Charge Designation Form for your
facility. Our records indicate that this completed Form has not yet been returned to our office.
For your convenience we are sending you another Operator in Charge Designation Form for your
facility. Please return this completed Form to this office as soon as possible but in no case later
than April 25, 1997. This office maintains a list of certified operators in your area if you need
assistance in locating a certified operator.
Please note that failure to designate an Operator in Charge of your animal waste management
system, is a violation of N.C.G.S. 90A-47.2 and you will be assessed a civil penalty unless an
appropriately certified operator is designated. Please be advised that nothing in this letter should.be
taken as absolving you of the responsibility and liability for any past or future violations for your
failure to designate an appropriate Operator in Charge by January 1, 1997.
If you have questions concerning this matter, please contact our Technical Assistance and
Certification Group at [phone].
Sincerely,
'M-4�
for Steve W. Tedder, Chief
Water Quality Section
bb/awdesletl
cc: Fayetteville Regional Office
Facility File
Enclosure
P.O. Box 29535, ���A FAX 9 i 9-733-2496
Raleigh, North Carolina 27626-0535 �f An Equal Opportunity/Affirmative Action Employer
Telephone [phone]% recycles/ 10% post -consumer paper

State of North Carolina
Department of Environment,
Health and Natural Resources
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
November 13, 1996
James Naylor
James F. Naylor Farm
3189 Church Rd
Clinton NC 28378
SUBJECT: Operator In Charge Designation
Facility: James F. Naylor Farm
Facility ID#: 82-360
Sampson County
Dear Mr. Naylor:
�e@
EDE—=HNF:Z
riECEVVED
NOV 19 1996
PEG. OFFICE
Senate Bill 1217, An Act to Implement Recommendations of the Blue Ribbon Study
Commission on Agricultural Waste, enacted by the 1996 North Carolina General Assembly,
requires a certified operator for each animal waste management system that serves 250 or more
swine by January 1, 1997. The owner of each animal waste management system must submit a
designation form to the Technical Assistance and Certification Group which designates an
Operator in Charge and is countersigned by the certified operator. The enclosed form must be
submitted by January 1, 1997 for all facilities in operation as of that date. Failure to designate a
certified operator for your animal waste management system is a violation of 15A NCAC 2H
.0224 and may result in the assessment of a civil penalty.
If you have questions concerning operator training or examinations for certification, please
contact your local North Carolina Cooperative Extension Service agent or our office.
Examinations have been offered on an on -going basis in many counties throughout the state for
the past several months and will continue to be offered through December 31, 1996.
Thank you for your cooperation. If you have any questions concerning this requirement please
call Beth Buffington or Barry Huneycutt of our staff at 91gn33-0026.
Sincerely,
.141_x^�, i
A. Preston Howard, Jr., P.7bJ
Division of Water Quality
Enclosure
cc: Fayetteville Regional Office
Water Quality Files
P.O. Box 27687,
Raleigh, North Carolina 2761 1-7687 An Equal Opportunity/Affirmative Action Employer
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