670057_HISTORICAL_20171231

NORTH CAROLINA
Department of Environmental Qual

Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Coleen H. Sullins, Director
Division of Water Quality
July 1, 2007
Hal N Trott
Double T Hog Farm
312 Gregory Fork Rd
Richlands, NC 28574
Subject: Certificate of Coverage No. AWS670057
Double T Hog Farm
Animal Waste Management System
Onslow County
Dear Hal N Trott:
In accordance with your application received on 4-Jan-07, we are hereby forwarding to you this
Certificate of Coverage (COC) issued to Hal N Trott, authorizing the operation of the subject animal
waste management system in accordance with General Permit AWG100000.
This approval shall consist of the operation of this system including, but not limited to, the management
and land application of animal waste as specified in the facility's Certified Animal Waste Management
Plan (CAWMP) for the Double T Hog Farm, located in Onslow County, with an animal capacity of no
greater than the following swine annual averages:
Wean to Finish: 0 Feeder to Finish: 7000 Boar/Stud: 0
Wean to Feeder: 0 Farrow to Wean: 0 Gilts: 0
Farrow to Finish: 0 Farrow to Feeder: 0
If this is a Farrow to Wean or Farrow to Feeder operation, there may also be one boar for each 15 sows.
Where boars are unneccessary, they may be replaced by an equivalent number of sows. Any of the sows
may be replaced by gilts at a rate of 4 gilts for every 3 sows
The COC shall be effective from the date of issuance until September 30, 2009 and replaces the NPDES
COC issued to this facility with an expiration date of July 1, 2007. You are required to continue
conducting annual surveys of sludge accumulation in all lagoons at your facility; the one-year extension
in Condition III.19 does not apply.
Pursuant to this COC, you are authorized and required to operate the system in conformity with the
conditions and limitations as specified in the General Permit, the facility's CAWMP, and this COC. An
adequate system for collecting and maintaining the required monitoring data and operational information
must be established for this facility. Any increase in waste production greater than the certified design
capacity or increase in number of animals authorized by this COC (as provided above) will require a
modification to the CAWMP and this COC and must be completed prior to actual increase in either
wastewater flow or number of animals.
Please carefully read this COC and the enclosed State General Permit. Enclosed for your convenience is
a package containing the new and revised forms used for record keeping and reporting. Please pay
careful attention to the record keeping and monitoring conditions in this permit.
Aquifer Protection Section 1636 Mail Service Center
Internet: www.ncwateruualityQrg Location: 2728 Capital Boulevard
An Equal Opportunity/Affirmative Action Employer— 50% Recycled110% Post Consumer Paper
Noy` Carolina
Naturu!!y
Raleigh, NC 27699-1636 Telephone: [phone]
Raleigh, NC 27604 Fax 1: [phone]
Fax 2: [phone]
Customer Service: [phone]

If your Waste Utilization Plan has been developed based on site -specific information, careful evaluation
of future samples is necessary. Should your records show that the current Waste Utilization Plan is
inaccurate you will need to have a new Waste Utilization Plan developed.
The issuance of this COC does not excuse the Permittee from the obligation to comply with all applicable
laws, rules, standards, and ordinances (local, state, and federal), nor does issuance of a COC to operate
under this permit convey any property rights in either real or personal property.
Upon abandonment or depopulation for a period of four years or more, the Permittee must submit
documentation to the Division demonstrating that all current NRCS standards are met prior to restocking
of the facility.
Per 15A NCAC 02T .0111(c) a compliance boundary is provided for the facility and no new water supply
wells shall be constructed within the compliance boundary. Per NRCS standards a 100-foot separation
shall be maintained between water supply wells and any lagoon, storage pond, or any wetted area of a
spray field.
Per 15A NCAC 02T .1306, any containment basin, such as -a lagoon or waste storage structure, shall
continue to be subject to the conditions and requirements of the facility's permit until closed to NRCS
standards and the permit is rescinded by the Division.
Please be advised that any violation of the terms and conditions specified in this COC, the General Permit
or the CAWMP may result in the revocation of this COC, or penalties in accordance with NCGS 143-
215.6A through 143-215.6C including civil penalties, criminal penalties, and injunctive relief.
If you wish to continue the activity permitted under the General Permit after the expiration date of the
General Permit, an application for renewal must be filed at least 180 days prior to expiration.
This COC is not automatically transferable. A name/ownership change application must be submitted to
the Division prior to a name change or change in ownership.
If any parts, requirements, or limitations contained in this COC are unacceptable, you have the right to
apply for an individual permit by contacting the staff member Iisted below for information on this
process. Unless such a request is made within 30 days, this COC shall be final and binding.
This facility is located in a county covered by our Wilmington Regional Office. The Regional Office
Aquifer Protection staff may be reached at 910-395-3900. If ,you need additional information concerning
this COC or the General Permit, please contact the Animal Deeding Operations Unit staff at (919) 733-
3221.
Sincerely,
for Coleen H. Sullins
Enclosures (General Permit AWG100000, Record Keeping and Reporting Package)
cc: (Certificate of Coverage only for all cc's)
Onslow County Health Department
Onslow County Soil and Water Conservation District
Wilmington Regional Office, Aquifer Protection Section
AFO Unit Central Files
Permit File AWS670057

,�t p
�C�' 'C W A TFRQ Michael F. Easley, Governor
G William G. Ross Jr., secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P,E, Director
Division of Water Quality
April 21, 2006
CERTIFIED MAIL 7005-0390-0001-3199-9291
RETURN RECEIPT -REQUESTED
Hal N. Trott
312 Gregory Fork Road
Richlands, NC 28574-7204
Re: Request for Information
Sludge Survey Report
Double T Hog Farm
NCA267057
Pender County
Dear Hal N. Trott:
Your Animal Waste Management General NPDES Permit contains a condition
that addresses the sludge survey requirement for the lagoon(s) at your animal
feeding operation.
Your NPDES Permit Number NCA267057 Condition Ill.16, on page 10 states:
"All facilities, which are issued a COC to operate under this permit, shall conduct
a survey of the sludge accumulation in all lagoons within one (1) year of receiving
the COC and every year thereafter. This survey shall include but not be limited to
a sketch showing the depth of sludge in the various locations within each lagoon.
This survey shall be submitted as part of the facility's annual report in the year it
was conducted..."
Our records indicate that the Division has not received the sludge survey results
for the year 2005 from your facility and your facility had not previously exempted
based on prior surveys. The form was due March 1, 2006, To avoid possible
enforcement action for a violation of your permit, please submit the results within
thirty (30) days of receipt of this letter to the following address:
Miressa D. Garoma
Division of Water Quality
1636 Mail Service Center
Raleigh, NC 27699-1636
Aquifer Protection section 1636 Mail service Center
Internet: www.ncwalerqual0y.org Location: 2728 Capital Boulevard
An Equal 4pportunilylAffirmative Action Employer— 50% Recycled110% Post Consumer Paper
One NCarolina
Naluraliff
Raleigh, NC 27699-1636 Telephone: [phone]
Raleigh, NC 27604 Fax 1: [phone]
Fax 2: [phone]
Customer Service: [phone]

Nal N. 'Trott
Page 2
4/21/2006
Please be advised that nothing in this letter should be taken as removing from you
the responsibility or liability for failure to comply with any State Rule, State
Statue or permitting requirement.
If you have any questions regarding this letter, please do not hesitate to contact
me at 910-796-7215.
Yours Very Truly,
Charles F. Stehman, PH.D, P.G.
Environmental Regional Supervisor I1
cc: Paul Sherman
WIRO File

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Item 4 if Restricted Delivery Is desired.
■ Print your name and address on the reverse
so that we can return the card to you.
■ Attach this card to the back of the mailpiece,
or on the front If space permits.
1. Article Addressssedd to:
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E Ps Form 3811, February 2004 Domestic Return Receipt 102MS-02•M-1640

W'4 7-F9QG
o�0F
Michael F. Easley, Governor
C/) r
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
p
Alan W: Klimek, P.E. Director
Division of Water Quality
March 31, 2005
Hal and Newton Allen Trott
Double T Hog Farm
312 Gregory Fork Road
Richlands, NC 28574
Subject: Certificate of Coverage No. NCA267057
Double T Hog Farm
Swine Waste Collection, Treatment,
Storage and Application System
Onslow County
Dear Hal and Newton Allen Trott:
In accordance with your application received on March 22, 2005, we are hereby forwarding to you this
Certificate of Coverage (COC) issued to Hal and Newton Allen Trott, authorizing the operation of the
subject animal waste collection, treatment, storage and land application system in accordance with
General Permit NCA200000.
This approval shall consist of the operation of this system including, but not limited to, the management
of animal waste from the Double T Hog Farm, located in Onslow County, with an animal capacity of no
greater than an annual average of 7000 Feeder to Finish swine and the application to land as specified
in the facility's Certified Animal Waste Management Plan (CAWMP). If this is a Farrow to Wean or
Farrow to Feeder operation, there may also be one boar for each 15 sows. Where boars are unneccessary,
they may be replaced by an equivalent number of sows. Any of the sows may be replaced by gilts at a
rate of 4 gilts for every 3 sows
The COC shall be effective from the date of issuance until July 1, 2007, and shall hereby void Certificate
of Coverage Numbers AW9670057 dated May 1, 2003, and shall be subject to the conditions and
limitations as specified therein. Pursuant to this COC, you are authorized and required to operate the
system in conformity with the conditions and limitations as specified in the General Permit, the facility's
CAWMP, and this COC. An adequate system for collecting and maintaining the required monitoring data
and operational information must be established for this facility. Any increase in waste production
greater than the certified design capacity or increase in number of animals authorized by this COC (as
provided above) will require a modification to the CAWMP and this COC and must be completed prior to
actual increase in either wastewater flow or number of animals.
Please carefully read this COC and the enclosed General Permit. Since this is a new joint State and
Federal general permit it contains many new requirements in addition to most of the conditions contained
in the current State general permit. Enclosed for your convenience is a package containing the new and
revised forms used for record keeping and -reporting. Please pay careful attention to the record keep
and monitorine conditions in this permit. The Devices to Automatically Stop Irrieation Events Form
must be returned to the Division of Water. Quality no later than 120 days following receipt of the
Certificate of Coverage. The Animal Facility Annual Certification Form must be completed and returned
to the Division of Water Quality by_no later than March 1st of each year.
An,;etttCelina
rlVfltlll'a��t9
Aquifer Protection Section 1636 Mail Service Center Raleigh, NC 27699-1636 Phone [phone] Customer Service
Internet: http://h2o.enr.state.nc.us 2728 Capital Boulevard Raleigh, NC 27604 Faii [phone] 1-877-623-6748
Fax [phone]
An Equal OpportunitylAtfirmative Action Employer— 50% Recycledl10% Post Consumer Paper

If your Waste Utilization Plan has been developed based on site specific information, careful evaluation
of future samples is necessary. Should your records show that the current Waste Utilization Plan is
inaccurate you will need to have a new Waste Utilization Plan developed.
The issuance of this COC does not excuse the Permittee from the obligation to comply with all applicable
laws, rules, standards, and ordinances (local, state, and federal), nor does issuance of a COC to operate
under this permit convey any property rights in either real or personal property.
Upon abandonment or depopulation for a period of four years or more, the Permittee must submit
documentation to the Division demonstrating that all current NRCS standards are met prior to restocking
of the facility.
Per 15A NCAC 2H .0225(c) a compliance boundary is provided for the facility and no new water supply
wells shall be constructed within the compliance boundary. Per NRCS standards a 100 foot separation
shall be maintained between water supply wells and any lagoon, storage pond, or any wetted area of a
spray field.
Please be advised that any violation of the terms and conditions specified in this COC, the General Permit
or the CAWMP may result in the revocation of this COC, or penalties in accordance with NCGS 143-
215.6A through 143-215.6C, the Clean Water Act and 40 CFR 122.41 including civil penalties, criminal
penalties, and injunctive relief.
If you wish to continue the activity permitted under the General Permit after the expiration date of the
General Permit, an application for renewal must be filed at least 180 days prior to expiration.
This COC is not automatically transferable. A name/ownership change application must be submitted to
the Division prior to a name change or change in ownership.
If any parts, requirements, or limitations contained in this COC are unacceptable, you have the right to
apply for an individual permit by contacting the staff member listed below for information on this
process. Unless such a request is made within 30 days, this COC shall be final and binding.
This facility is located in a county covered by our Wilmington Regional Office. The Regional Office
Aquifer Protection Staff may be reached at [phone]. If you need additional information
concerning this COC or the General Permit, please contact J. R. Joshi at [phone].
Enclosures (General Permit NCA200000)
cc:
Sincerely,
fo;
(Certificate of Coverage only for all cc's)
Wilmington Regional Office, Aquifer Protection Section
Onslow County Health Department
Onslow County Soil and Water Conservation District
APS Permit File NCA267057
AFO Files

�J
y w'
Nutrient Management Plan For Animal Waste Utilization '
01-22-2003
This plan has been.prepared for: This plan has been developed by:
Double T Hog Farm Donna Card V
Hal Trott Onslow SWCD
312 Gregory Fork Road Onslow County Multipurpose Complex
4028 Richlands Huy
Richlands, NC 28574 .Jacksonville, NC 28540 r.
910 324-5509 10-455-4472 X 3
�z � t•
Developer Signature
Type of Plan: Nitrogen Only with Manure Only
Owner/Manager/Producer Agreement
I (we) understand and agree to the specifications and the operation and maintefiance
procedures established in this nutrient management plan which includes an animal
waste utilization plan for the farm named above. I have read and understand the
Required Specifications concerning animal waste management that are included with
this plan.
Signature (owner) Date
Signature (manager or producer) Date
This plan meets the minimum standards and specifications of the U.S. Department of
Agriculture - Natural Resources Conservation Service or the standard of practices
adopted by the Soil and Water Conservation Commission.
Approved By:
Technical Specialist Signature Date
j :78 Database Version 2.0 Date Printed: 01-22-2003 Cover Page !
3 , ,1 574

Nutrients applied in accordance with this plan will be supplied from the
following source(s):
Commercial Fertilizer is not included in this plan.
S7
Swine Feeder -Finish Lagoon Liquid waste generated 6,489,000 gals/year by
a 7,000 animal Swine Finishing Lagoon Liquid operation. This production
facility has waste storage capacities of approximately 180 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast
14946
Incorporated
25667
Injected
28267
Irrigated
16245
Actual PAN Applied
{Pounds)
Actual Volume Applied
(Gallons)
Volume Surplus/Deficit
(Gallons)
Year 1
16,739.89
6,686,600
-197,600
-

The table shown below provides a summary of the crops or rotations included in this plan for each field,
Realistic Yield estimates are also provided for each crop in the plan. In addition, the Leaching Index for each
field is shown, where available.
Planned Crops Summary
Tract
Field
Leaching
Ind-(LI)
.
Soil Series
Crop Sequence
RYE
794
1
NIA
Lynchburg
Small Grain Ovcrseed
1.0 Tons
Hybrid Bcrmudagmss Pasture
5.5 Tons
7941
10
NIA
Goldsboro
Small Grain 0-,m d
1.0 Tons
Hybrid Bermudag ass Pasture
6.5 Tons
794
11
N/A
Norfolk
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Pasture
6.5 Tons
794
2
N/A
Lynchburg
Fescue Pasture
4.5 Tons
7%
3-7
N/A
Norfolk
Hybrid Bermudagrass Pasture
6.5 Tons
794
4-5
NIA
Autrvville
Small Grain Overseed
1.0 Torts
Hybrid Bermudagrass Pasture
5.5 Tons
794
6
NIA
Goldsboro
Small Grain Oversoed 1
1.0 Tons
Hybrid Bermudagrass Pasture
6.5 Tons
794
9-9
N/A
Norfolk
Small Grain Overseed
1.0 Tons
Hybrid Bermudagress Pasture
6.5 Tons
795
1
NIA
Norfolk
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
6.5 Tons
LI
Potential Leachin
Technical Guidance
Low potential to contribute to
None
< 2
soluble nutrient leaching below the
root zone.
= 2 $
oderate potential to contribute to
Nutrient Management (590) should be planned.
< = 10
soluble nutrient leaching below the
root zone,
High potential to contribute to
Nutrient Management (590) should be planned. Other conservation practices that
soluble nutrient leaching below the
improve the soils available water holding capacity and improve nutrient use efficiency
10
root zoneshould
be considered. Examples are Cover Crops (340) to scavenge nutrients,
Sod -Based Rotations (328), Long -Term No -Till (778), and edge -of -field practices such
as Filter Strips (393) and Riparian Forest Buffers (391).
295278 Database Version 2.0 Date Printed: 01-224003 I'CS Page 1 of 1
NOTE: Svmbol " means user entered data.

The Waste Utilization table shown below summarizes the waste utilization plan for this operation. This plan provides an estimate of the number of acres of
cropland needed to use the nutrients being produced. The plan requires consideration of the realistic yields of the crops to be grown, their nutrient
requirements, and proper timing of applications to maximize nutrient uptake.
This table provides an estimate of the amount of nitrogen required by the crop being grown and an estimate of the nitrogen amount being supplied by
manure or other by-products, commercial fertilizer' and residual from previous crops. An estimate of the quantity of solid and. liquid waste that will be
applied on each field in order to supply the indicated quantity of nitrogen from each source is also included. A balance of the total manure produced and the
total manure applied is included in the table to ensure that the plan adequately provides for the utilization of the manure generated by the operation.
Depending on the requirements of the crop and the nutrient content of the waste, some nutrients will likely be over or under applied if animal waste is being
utilized. Waste should be analyzed before each application cycle and annual soil tests are required if animal waste is being applied. Soil tests should be
used to balance the nutrient application amounts with the realistic yields of the crop to be grown. Nutrient management plans may require that the
application of animal waste be limited so as to prevent over application of phosphorous when excessive levels of this nutrient are detected in a field
Waste Utilization Table
Year l
Tract
Field
Source
I.D.
Soil Series
Total
Acre
use.
Acres
Crop
RYE
Applic
Period
Nitrogen
PA'
Nutrient
Redd
flh-JAI
Comm.
Fen.
Nutrient
Applied
nWAI
Res.
(lbs/A)
Appli,.
j Method
Manure
PA
Nutrient
Applied
Liquid
Manua
Applied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manu.=e
Applies!
(Field)
N
N
N
Ibs/A
1000
RaUA
tons
1000 gals
tons
794
1
S7
Lynchburg
2.03
2.03
Small Grain overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
19.97
0
40.54
0.00
794
1
S7
Lynchburg
2.03
2.03
Hybrid Bermudagrass Pasture
5.5 Tons
3/1-9/30
179
0
0
Irrig.
179
71.50
0
145.15
0.00
794
10
S7
Goldsboro
13.04
13.04
Small Grain Oversetd
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
19.971
0
260.44
0.00
794
10
S7
Goldsboro
13.04
13.04
Hybrid Berrnudagrass Pasture
6.5 Tons
3/1-9/30
222
0
0
Irrig.
222
88.68
0
1,156.33
0.00
794
11
S7
Norfolk
6.95
6.95
Small Grain Overseed
1.0 Tons
10/1-3131
50
0
0
"g.
50
19.97
0
139A 1
0.00
794
11
S7
Norfolk
6.95
6.95
Hybrid Bermudagrass Pasture
6.5 Tons
3/1-9/30
222
0
0
Irritt.
222
89.69
0
616.30
0.00
794
2
S7
Lynchburg
4.07
4.07
Fescue Pasture
4.5 Tons
8/1-7/31
146
0
0
Irrig,
146
58.32
0
237.36
0.00
794
3-7
S7
Norfolk
7.49
7.49
Hybrid Bermudagrass Pasture
6.5 Toro
3/1-9/30
222
0
0
Irrig.
222
88.68
0
664.18
0.00
794
4-5
S7
Aunyvu3le
7.12
7.12
Small Grain Overaeed
LO Tons
10/1-3/31
50
0
0
Irrig.
50
19.97
0
142.20
-0.00
794
4-5
S7
Autryville
-7.'12L
7.12
Hybrid Bermudagrass Pasture
5.5 Tons
3/1-9/30 1
202
O
' 0
Irrig.
202
80.69
0
574.49
0.00
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
295278 Database Version 2.0 Date Printed: 01/22/2003 WUf Page 1

Waste Ut' ' ntion Table
Year 1
Tract
I Field
Source
I.D.
Soil Series
Total
Acre
Use,
Acres
Crop
RYE
Applic.
Period
Nitrogen
PA
Nutrient
RW d
Comm.
Fert.
Nutrient
Applied
Res.
(lbs/A)
Applic.
Method
Manure
PA
Nutrient
Applied
Liquid
Manure
Applied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
N
Ibs/A
I000
gal/A
tons
1000 Ols
tons
794
6
S7
Goldsbom
10.13
10.13
Small Grain Overseed
1.0 Tons
10/1-3/3l
50
0
0
brig.
50
19.97
0
202.32
0.00
794
6
S7
Goldsboro
10.13
10.13
Hybrid Bermudagrass Pasture
6.5 Tons
3/I-9/30
222
0
0
brig.
222
88.68
0
89819
0.00
794
8-9
S7
Norfolk
5.14
5.14
Small Grain Overseed
1.0 Tons
10/1-3/31E222
0
0
Irrig.
-50
19.97
0
102.66
0.00
794
8-9
S7
Norfolk
5.14
5.14
Hybrid Bermudagrass Pasture
6.5 Tons
3/1-9/30
0
0
Irrir,
222LIag.6
p
455.79
0.00
795
1
S7
Norfolk
7.61
7.61
Small Grain Overseed
1.0 Tons
10/1-3/31
0
0
Inig
50
0
151.99
0.00
795
1
S7
Norfolk
7.61
7.61
Hybrid Bermudgrass Hay
6.5 Tons
3/1-9/30
0
0
Mix
296
0
999.77
0.00
Total Applied, 1000 pitons
6.686.60
ISM
Lagoon Liquids
Total Produced, 1000 gallons
6,489.00
Balance, 1000 gallons
-197.60
Total Applied, tons
-
0.00
Manure Solids
Total Produced, tons
0.00
Balance, tons
0.00
Notes: 1. In the tract column, symbol - means leased, otherwise, owned. 2. Symbol • means user entered data.
--------------------------------------------------------------------------------- ------ - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
295278 Database Version 2.0 Date Printed: 01/22/2003 WUF Page 2

The Irrigation Application Factors for each field in this plan are shown in the following table.
Infiltration rate varies with soils. If applying waste nutrients through an irrigation system, you must
apply at a rate that will not result in runoff. This table provides the maximum application rate per hour
that may be applied to each field selected to receive wastewater. It also lists the maximum application
amount that each field may receive in any one application event.
Irrigation Application Factors
Tmct
Field
Soil Series
Application Rate
(incheAwur)
Application Amount
(inches)
794
1
Lynchburg
0.50
0.96
794
10
Goldsboro
0.50
0.96
794
111
Norfolk
050
0.96
794
2
Lynchburg
0.50
0.96
794
3-7
Norfolk
0.50
0.96
794
4 S
Autryville
0.60
0.72
794
6
Goldsboro
0.50
0.96
794
9-9
Norfolk
0.50
0.96
795
1
Norfolk
0.50
0.96
-------------------------------------------------------------------------------------------------------------------------
295278 Database Version 2.0 Date Printed: 0 1-22-2003 IAF Page 1 of I'

The following Lagoon Sludge Nitrogen Utilization table provides an estimate of the number of acres needed for
sludge utilization for the indicated accumulation period. These estimates are based on average nitrogen
concentrations for each source, the number of animals in the facility and the plant available nitrogen application
rates shown in the second column.
Lagoon sludge contains nutrients and organic matter remaining after treatment and application of the effluent. At
clean out, this material must be utilized for crop production and applied at agronomic rates. In most cases, the
priority nutrient is nitrogen but other nutrients including phosphorous, copper and zinc can also be limiting.
Since nutrient levels are generally very high, application of sludge must be carefully applied.
Sites must first be evaluated for their suitability for sludge application. Ideally, effluent spray fields should not
be used for sludge application. If this is not possible, care should be taken not to load effluent application fields
with high amounts of copper and zinc so that additional effluent cannot be applied. On sites vulnerable to surface
water moving to streams and lakes, phosphorous is a concern. Soils containing very high phosphorous levels
may also be a concern.
Lagoon Sludge Nitrogen Utilization Table
Crop
Maximum
PAN Rate
lb/ac
Maximum Sludge
Application Rate
1000 gal/ac
Minimum Acres
5 Years Accumulation
Minimum Acres
10 Years Accumulation
Minimum Acres
15 Years Accumulation
Swine Feeder -Finish Lagoon Sludge - Standard
Corn 120 bu
150
13.16
87.75
175.51
263.26
Nay 6 too R.Y.E.
300
26.32
43.88
87.75
131.63
Soybean 40 bu
160
14.04
82.27
164.54
246.81
--- -----------------------------------------------------------------•---•------ --------------------------
295278 Database Version 2.0 Date Printed: 01-22-2003 Sludge Page 1 of 1

The Available Waste Storage Capacity table provides an estimate of the number of days of storage
capacity available at the end of each month of the plan. Available storage capacity is calculated as the
design storage capacity in days minus the number of days ofne# storage volume accumulated. The
start date is a value entered by the user and is defined as the. date prior to applying nutrients to the first
crop in the plan at which storage volume in the lagoon or holding pond is equal to zero.
Available storage capacity should be greater than or equal to zero and less than or equal to the design
storage capacity of the facility. If the available storage capacity is greater than the design storage
capacity, this indicates that the plan calls for the application of nutrients that have not yet accumulated.
If available storage capacity is negative, the estimated volume of accumulated waste exceeds the
design storage volume of the structure. Either of these situations indicates that the planned application
interval in the waste utilization plan is inconsistent with the structure's temporary storage capacity.
Available Waste Storage Canacitv
Source Name I Swine Feeder -Finish Lagoon Liquid
Design Storage Ca aci a s
Start Date 9/15
180
Plan Year
Month
Available Storage Capacity (Days)
1
1
88
1
2
66
1
3
138
l
4
147
1
5
149
I
6
150
1
7
151
1
8
152
1
9
179
1
10
167
1
11
150
1
12
I25
* Available Storage Capacity is calculated as of the end of each month.
--------------------------------------•---------------------------------------------------------g -- ----------------
295278 Database Version 2.0 Date Printed: 01-22-2003 Capacity Page 1 of 1

Required Specifications For Animal Waste Management
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 that reaches
surface water is prohibited.
Z. There must be documentation in the design folder that the producer
either owns or has an agreement for use of adequate land on which to
properly apply the waste. If the producer does not own adequate land to
properly dispose of the waste, he/she shall provide evidence of an
agreement with a landowner, who is within a reasonable proximity,
allowing him/her -the use of the land for waste application. It is the
responsibility of the owner of the waste production facility to secure an
update of the Nutrient Management Plan when there is a change in the
operation, increase in the number of animals, method of application,
receiving crop type, or available land.
3. Animal waste shall be applied to meet, but not exceed, the nitrogen needs
for realistic crop yields based upon soil type, available moisture,
historical data, climatic conditions, and level of management, unless
there are regulations that restrict the rate of applications for other
nutrients.
4. Animal waste shall be applied to land eroding less than 5 tons per acre
per year. Waste may be applied to land eroding at more than 5 tons per
acre per year but less than 10 tons per acre per year provided grass filter
strips are installed where runoff leaves the field (see USDA, NRCS Field
Office Technical Guide Standard 393 - Filter Strips).
5. Odors can be reduced by injecting the waste or by disking after waste
application. Waste should not be applied when there is danger of drift
from the land application field.
6. When animal waste is to be applied on acres subject to flooding, waste
will be soil incorporated on conventionally tilled cropland. When waste is
applied to conservation tilled crops or grassland, the waste may be
broadcast provided the application does not occur during a season prone
to flooding (see "Weather and Climate in North Carolina" for
guidance).
------------------------------------------------ 7 ----------------------------------------------------------------------
Preview Database Version 2.0 Date Printed: 01/22/2003 Specification Page 1

7. Liquid waste shall be applied at rates not to exceed the soil infiltration
rate such that runoff does not occur offsite or to surface waters and in a
method which does not cause drift from the site during application. No
ponding should occur in order to control odor and flies.
8. Animal waste shall not be applied to saturated soils, during rainfall
events, or when the soil surface is frozen.
9. Animal waste shall be applied on actively growing crops in such a
manner that the crop is not covered with waste to a depth that would
inhibit growth. The potential for salt damage from animal waste should
also be considered.
10. Nutrients from waste shall not be applied in fall or winter for spring
planted crops on soils with a high potential for leaching. Wastelnutrient
loading crates on these soils should be held to a minimum and a suitable.
winter cover crop planted to take up released nutrients. Waste shall not
be applied more than 30 days prior to planting of the crop or forages
breaking dormancy.
11. Any new swine facility sited on or after October 1,1995 shall comply
with the following: The outer perimeter of the land area onto which
waste is applied from a lagoon that is a component of a swine farm shall
be at least 50 feet from any residential property boundary and canal.
Animal waste, other than swine waste from facilities sited on or after
October 1, 1995, shall not be applied closer that 25 feet to perennial
waters.
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.
--------------------------------------------------------------------------------------------------------------------------
Preview Database Version 2.0 Date Printed: 01/22/2003 Swification Page 2

15. Animal waste shall not be discharged into surface waters, drainageways,
or wetlands by a discharge or by over -spraying. Animal waste may be
applied to prior converted cropland provided the fields have been
approved as a land application site by a "technical specialist". Animal
waste shall not be applied on grassed waterways that discharge directly
into water courses, and on other grassed waterways, waste shall be
applied at agronomic rates in a manner that causes no runoff or drift
from the site.
16. Domestic and industrial waste from washdown facilities, showers, toilets,
sinks, etc., shall not be discharged into the animal waste management
system.
17. A protective cover of appropriate vegetation will be established on all
disturbed areas (lagoon embankments, berms, pipe runs, etc.). Areas
shall be fenced, as necessary, to protect the vegetation. Vegetation such
as trees, shrubs, and other woody species, etc., are limited to areas where
considered appropriate. Lagoon areas should be kept mowed and
accessible. Berms and structures should be inspected regularly for
evidence of erosion, leakage, or discharge.
18. if animal production at the facility is to be suspended or terminated, the .
owner is responsible for obtaining and implementing a "closure plan"
which will eliminate the possibility of an illegal discharge, pollution, and
erosion.
19. Waste handling structures, piping, pumps, reels, etc., should be
inspected on a regular basis to prevent breakdowns, leaks, and spills. A
regular maintenance checklist should be kept on site.
20. Animal waste can be used in a rotation that includes vegetables and
other crops for direct human consumption. However, if animal waste is
used on crops for direct human consumption, it should only be applied
pre -plant with no further applications of animal waste during the crop
season.
--------------------------------------------------------- ----------------------------------------------------------------
Preview Database Version 2.0 Date Printed: 01/22/2003 Specification Page 3

21. Highly visible markers shall be installed to mark the top and bottom
elevations of the temporary storage (pumping volume) of all, waste
treatment lagoons. Pumping shall be managed to maintain the liquid
level between the markers. A marker will be required to mark the
maximum storage volume for waste storage ponds.
22. Waste shall be tested within 60 days of utilization and soil shall be tested
at least annually at crop sites where waste products are applied.
Nitrogen shall be the rate -determining nutrient, unless other restrictions
require waste to be applied based on other nutrients, resulting in a lower
application rate than a nitrogen based rate. Zinc and copper levels in
the soils shall be monitored and alternative crop sites shall be used when
these metals approach excessive levels. pH shall be adjusted and
maintained for optimum crop production. Soil and waste analysis
records shall be kept for a minimum of five years. Poultry dry waste
application records shall be maintained for a minimum of three years.
Waste application records for all other waste shall be maintained for five
(5) years.
23. Dead animals will be disposed of in a manner that meets North Carolina
regulations.
-------------------------------------------------------------------------------------------------------•------------------
Preview Database Version 2.0 Date Printed: 01/22/2003 Specification Pane 4

Crop Notes
The following crop note applies to field(s): 1
Bermudagrass Coastal Plain, Mineral Soil, Moderately Well Drained.
Adaptation: Well -adapted.
In the Coastal Plain, hybrid bermudagrass sprigs can be planted Mar. 1 to Mar. 31. Cover sprigs 1" to 3"
deep (1.5" optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and wind.
For Coastal and Tifton 78 plant it least 10 bu/ac in 3' rows, spaced 2' to 3' in the row. Generally a rate of
30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing conditions.
Tifton 44 spreads slowly, so use at least 40 bulac in 1.5' to 2' rows spaced 1' to 1.5' in row. For
broadcast/disked-in sprigs use about 60. bu/ac. Soil test for the amounts of lime, phosphorus, potassium
and micronutrients to apply preplant and for annual maintenance. Apply 60 to 100 lb/ac N in the
establishment year in split applications in April and July. For established stands apply 180 to 2401b/ac N
annually in split applications, usually in April and following the first and second hay cuts. Reduce N rates
by 25% for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization of Pastures and
Forages in North Carolina for more information or consult your regional agronomist or extension agent for
assistance.
The following crop note applies to field(s): 2
Fescue: Coastal Plain, Mineral Soil, Poorly Drained to Somewhat Poorly Drained
Adaptation: Moderate to Marginal.
In the Coastal Plain, tall fescue can be planted Sept. 1 to Oct. 15 (best) and Feb. 15 to Mar. 20. For
pure -stand broadcast seedings use 20 to 30 lb/ac., for drilled use 15 to 20 lb/ac. seed. Use certified seed to
avoid introducing weeds or annual ryegrass. Plant seed 0.25" to 0.5" deep for pure stands, 0.25" in mixture
with clovers. Tall fescue will tolerate soil wetness but not flooding or prolonged saturation; use'ladino
clover for mixtures on these soils. Soil test for preplant and maintenance lime, phosphorus, and potassium
recommendations. Apply 40 to 60 lb/ac nitrogen at planting for pure stands only. Do not apply N for
mixtures with clovers but use proper legume inoculation techniques. Apply 150 to 200 lblac. N to
pure -stand fescue for hay production; reduce N rates by 25% for grazing. Apply N Feb. 1 to Mar. 20 and
Aug. 20 to Sept. 30, with equal amounts in each window. Refer to NCSU Technical Bulletin 305
Production and Utilization of Pastures and Forages in North Carolina for additional information or consult
your regional agronomist or extension agent for assistance.
- -- --- -- ------------------------------------------------------------------— -------- -----------------
Preview Database Version 2.0 Date Printed: CropNote Page 1- of 5

The following crop note applies to field(s): 1
Small Grain: CP, Mineral Soil, low -leachable
In the Coastal Plain, oats and barley should be planted from October 15-October 30; and rye from October
15 November 20. For barley, plant 22 seed/drill row foot and increase the seeding rate by 5% for each
week seeding is delayed beyond the optimum time. See the seeding rates table for applicable seeding rate
modifications in the current NCSU "Small Grain Production Guide". Also, increase the initial seeding rate
by at least 10% when planting no -till. Oats should be planted at 2 bushels/acre and rye at 1-1 1/2
bushels/acre. Plant all these small grains at 1-1 1/2" deep. Adequate depth control is essential. Review the
NCSU Official Variety "green book" and information from private companies to select a high yielding
variety with the characteristics needed for your area and conditions. Apply no more than 30 lbs/acre N at
planting. Phosphorus and potash recommended by a soil test can also be applied at this time. The
remaining N should be applied during the months of February -March.
The following crop note applies to fseld(s): 10, 6
Small Grain: CP, Mineral Soil, low -leachable
In the Coastal Plain, oats and barley should be planted from October 15-October 30; and rye from October
15-November 20. For barley, plant 22 seed/drill row foot and increase the seeding rate by 5% for each
week seeding is delayed beyond the optimum time. See the seeding rates table for applicable seeding rate
modifications in the current NCSU "Small Grain Production Guide". Also, increase the initial seeding rate
by at least 10% when planting no -till. Oats should be planted at 2 bushels/acre and rye at 1-1 1/2
bushels/acre. Plant all these small grains at 1-1 1/2" deep. Adequate depth control is essential. Review the
NCSU Official Variety "green book" and information from private companies to select a high yielding
variety with the characteristics needed for your area and conditions. Apply no more than 30 lbs/acre N at
planting. Phosphorus and potash recommended by a soil test can also be applied at this time. The
remaining N should be applied during the months of February -March.
The following crop note applies to field(s): 1, 11, 8-9
Small Grain: CP, Mineral Soil, medium leachable
In the Coastal Plain, oats and barley should be planted from October 15-October 30; and rye from October
15-November 20. For barley, plant 22 seed/drill row foot and increase the seeding rate by 5% for each
week seeding is delayed beyond the optimum time. See the seeding rates table for applicable seeding rate
modifications in the current NCSU "Small Grain Production Guide". Also, increase the initial seeding rate
by at least 10% when planting no -till. Oats should be planted at 2 bushels/acre and rye at 1-1 1/2
bushels/acre. Plant all these small grains at 1-1 1/2" deep. Adequate depth control is essential. Review the
NCSU Official Variety "green book" and information from private companies to select a high yielding
variety with the characteristics needed for your area and conditions. Apply no more than 30 lbs/acre N at
planting. Phosphorus and potash recommended by a soil test can also be applied at this time. The
remaining N should be applied during the months of February -March.
-------------------------------------------------------------------------------------------------------------------------
Pmicw Database Version 2.0 Date Printed: Crop Note Page 2 of 5

The following crop note applies to field(s): 4-5
Small Grain: CP, Mineral Soil, medium leachable
In the Coastal Plain, oats and barley should be planted from October 15-October 30; and rye from October
15 November 20. For barley, plant 22 seed/drill row foot and increase the seeding rate by 5% for each
week seeding is delayed beyond the optimum time. See the seeding rates table for applicable seeding rate
modifications in the current NCSU "Small Grain Production Guide". Also, increase the initial seeding rate
by at least 10% when planting no -till. Oats should be planted at 2 bushels/acre and rye at 1-1 1/2
bushelstacre, Plant all these small grains at 1-1 1/2" deep. Adequate depth control is essential. Review the
NCSU Official Variety "green book" and information from private companies to select a high yielding
variety with the characteristics needed for your area and conditions. Apply no more than 30 lbs/acre N at
planting. Phosphorus and potash recommended by a soil test can also be applied at this time. The
remaining N should be applied during the months of February -March.
The following crop note applies to field(s): 1
Bermudagrass CP, Mineral Soil, Poorly Drained to Somewhat Poorly Drained.
Adaptation: Effective artificial drainage MUST be in place to achieve Realistic Yield Expectations
provided for these soils.
In the Coastal Plain, hybrid bermudagrass sprigs can be planted Mar. .l to Mar. 31. Cover sprigs 1" to 3"
deep (1.5" optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and wind.
For Coastal and Tifton 78 plant at least 10 bu/ac, in 3' rows, spaced 2' to 3' in the row. Generally a rate of
30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing conditions.
Tifton 44 spreads slowly, so use at least 40 bu/ac in 1.5' to 2' rows spaced V to 1.5' in row. For
broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime, phosphorus, potassium
and micronutrients to apply preplant and for annual maintenance. Apply 60 to 100 lb/ac N in the
establishment year in split applications in April and July. For established stands apply 180 to 240 lb/ac N
annually in split applications, usually in April and following the first and second hay cuts. Reduce N rates
by 25% for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization of Pastures and
Forages in North Carolina for more information or consult your regional agronomist or extension agent for
assistance.
---------------------------- --------------------------------------------------------------------------------------------
Provkw Database Version 2.0 Date Printed: Crop Note Page 3 of 5

The following crop note applies to field(s): 10, 6
Bermudagrass CP, Mineral Soil, Poorly Drained to Somewhat Poorly Drained.
Adaptation: Effective artificial drainage MUST be in place to achieve Realistic Yield Expectations
provided for these soils.
In the Coastal Plain, hybrid bermudagrass sprigs can be planted Mar. 1 to Mar. 31. Cover sprigs 1" th 3"
deep (1.5" optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and wind.
For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows, spaced 2' to 3' in the row. Generally a rate of
30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing conditions.
Tifton 44 spreads slowly, so use at least 40 bu/ac in 1.5' to 2' rows spaced 1' to 1.5' in raw. For
broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime, phosphorus, potassium
and micronutrients to apply preplant and for annual maintenance. Apply 60 to 100 lb/ac N in the
establishment year in split applications in April and July. For established stands apply 180 to 240 lb/ac N
annually in split applications, usually in April and following the first and second hay cuts. Reduce N rates
by 25% for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization of Pastures and
Forages in North Carolina for more information or consult your regional agronomist or extension agent for
assistance.
The following crop note applies to field(s): 11, 3-7, 8-9
Bermudagrass: CP, Mineral Soil, Moderately Well Drained.
Adaptation: Well -adapted.
In the Coastal Plain, hybrid bermudagrass sprigs can be planted Mar. 1 to Mar. 31. Cover sprigs 1" to 3"
deep (1.5" optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and wind.
For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows, spaced 2' to 3' in the row. Generally a rate of
30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing conditions.
Tifton 44 spreads slowly, so use at least 40 bu/ac in 1.5' to 2' rows spaced 1' to 1.5' in row. For
broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime, phosphorus, potassium
and micronutrients to apply preplant and for annual maintenance. Apply 60 to 100 lb/ac N in the
establishment year in split applications in April and July. For established stands apply 180 to 240 lb/ac N
annually in split applications, usually in April and following the first and second hay cuts. -Reduce N rates
by 25% for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization of Pastures and
Forages in North Carolina for more information or consult your regional agronomist or extension agent for
assistance.
- ------------------------------------------------------------------------------- --------------------
I'Miaw Database Version 2.0 Date Printed: CropNote Page 4 of 5

The following crop note applies to field(s): 4-5
Bermudagrass: CP; Mineral Soil, Moderately Well Drained.
Adaptation: Well -adapted.
In the Coastal Plain, hybrid bermudagrass sprigs can be planted Mar. 1 to Mar. 31. Cover sprigs .1" to 3"
deep (1.5" optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and wind.
For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows, spaced 2' to 3' in the row. Generally a rate of
30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing conditions.
Tifton 44 spreads slowly, so use at least 40 bu/ac in 1.5' to 2' rows spaced V to 1.5' in row. For
broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime, phosphorus, potassium
and micronutrients to apply preplant and for annual maintenance. Apply 60 to 100 lb/ac N in the
establishment year in split applications in April and July. For established stands apply 180 to 240 lb/ac N
annually in split applications, usually in April and following the first and second hay cuts. Reduce N rates
by 25% for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization of Pastures and
Forages in North Carolina for more information or consult your regional agronomist or extension agent for
assistance.
- - ---------------------------------------------------------------------------- -------------------
Preview Database Version 2.0 Date Printed: Crop Note Page 5 of 5

Mortalitv 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 methgd 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

TELEPHONE NUMBERS
DWQ 910-395-3900 .
EMERGENCY MANAGEMENT SYSTEM 910-347-4270 .
SWCD 910-455-4472 ext. 3
NRCS 910-455-4472 ext. 3
This plan will be implemented in the event wastes -from your operation are leaking,
overflowing, or running off site. You should not wait until wastes. reach surface waters or
leave your property to consider that you have a problem. You should make every effort to
ensure this does not happen. This plan should be posted in an accessible location for
all employees at the facility. The following are some action items you should take.
1. Stop the release of wastes. Depending on the situation, this may or may -not be
possible. Suggested responses to some possible situations are listed below.
A. Lagoon overflow - actions Include:
1. Add soil to berm the increase elevation of dam.
2. Pump waste to fields at an acceptable rate.
3. Stop all flows to the lagoon immediately.
4. Call a pumping contractor.
5. Make sure no surface water is entering lagoon.
B. Runoff from waste application field - actions Include:
1. - Immediately stop waste application.
2. Create a temporary diversion to contain waste
3. Incorporate waste to reduce runoff.
4. Evaluate and eliminate the reason(s) that caused the runoff.
5. Evaluate the application rates for the fields where runoff occurred.
C. Leakage from the waste pipes and sprinklers - actions include:
1. Stop recycle pump.
2. Stop irrigation pump.
3. Close valves to eliminate further discharge.
4. Repair all leaks prior to restarting pumps.
D. Leakage from flush systems, houses, solid separators - actions include:
1. Stop recycle pump.
2. Stop irrigation plump.
3. Make sure no siphon occurs.
4. Stop all flows in the house, flush systems, or solid separators.
5. Repair all leaks prior to restarting pumps.
Page 1 of 1

E. Leakage from base or sidewall of lagoon. Often this Is seepage as opposed
. to flowing leaks - actions Include:
1. Dig a small well or ditch to catch all seepage, put in a submersible pump, and
pump back into lagoon.
2. If holes are caused by burrowing animals, trap or remove animals, fill holes and
compact with a clay type, soil.
3. Have.a professional evaluate the condition of the.side walls and lagoon bottom
as soon as possible.
11. Assess the extent of the spill and note any obvious damages.
A. Did waste reach any surface waters?
B. Approximately, how much was released and for what duration?
C. Note any damage, 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?
Ill. Contact appropriate agencies.
A. During normal business hours, call your DWQ (Division of Water Quality) regional
office; phone [phone]. After hours, emergency number. 1-800-858-0368.
Your phone call should include: your name, facility, telephone number, the details
of the incident from item 11 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 undertaken, and the seriousness of the situation.
B. if the spill leaves the property or enters surface waters,,call local EMS Phone
number 910-347-4270.
C. Instruct EMS to contact local Health Department.
D. Contact CES, Phone number 910-455-5873, local SWCD Office phone number 910
455-4472, and local NRCS office for adviceltechnical assistance phone number
910-455-4472.
IV. If none of the above works call 911 or the Sheriffs Department and explain your
problem to them and ask that person to contact the proper agencies for you.
V. Contact the contractor of your choice to begin repair of the problem to minimize
off -site damage.
A. Contractor's Name:�e 1 rYL S'�4�1 G�Gi
Page 2 of 2

B. Contractor's Address:
C. Contractor's Telephone:
VI. Contact the Technical Specialist who certified the lagoon (NRCS, Consulting
Engineer, etc.)
A. Name:
B. Telephoner,
VII. Implement procedures as advised by DWQ and technical assistance agencies to
rectify the damage, repair the system, and reassess the waste management plan
to keep problems with release of wastes from happening again.
Wv► XW*J WVWWMOr"-wgvKr Anw, PWL&x
10 NamftW. Mr
Page 3 of 3

Source
Cause
BMP's to Control Insects Site Specific Practices
Oe
Feed Storage
• Accumulation of feed residues
GrReduce moisture accumulation within and
around Immediate perimeter of feed storage
areas by insuring drainage away from'site
and/or providing adequate containment (e.g.,
covered bin for brewer's grain and similar high
€sture grain products).
inspect for and remove or breakup
accumulated.solids in filter strips around feed
storage as needed.
Animal Holding Areas
• Accumulations of animal wastes
Eliminate tow areas that trap moisture along
and feed wastage
fences and other locations where waste
_
accumulates and disturbance by animals is
[Mlnimal.
aintain fence rows and filter strips around
animal holding areas to minimize accumulations
of wastes (I.e., inspect for and remove or break
up accumulated solids as needed).
Dry Manure Handling
• Accumulation of animal wastes
❑ Remove spillage on a routine basis (e.g., 7 -10
Systems
day interval during summer, 15 - 30 day Interval
during winter) where manure Is loaded for land
application or disposal.
❑ Provide for adequate drainage around manure
stockpiles.
-
Page 2 of 2

source. Cause. BMP's to Control Insects Site Specific Practices
❑ Inspect for and remove or break up accumulated
wastes in filter strips around stockpiles and
manure handling areas as needed.
For more Information contact the Cooperative Extension Service, Department of Entomology, Box 7613, North Carolina State University,
Raleigh, NO 27695.7613
fiW. C.%c "chid dw
4 0e I W.1907
Page 3 of 3

Swine Farm Waste Management Odor Control Checklist
Source Cause BN[Ps to Minimize Odor Site Specific Practices
Farmstead 0 Swine Production VVegetative or woodedbuffers;
Voded best management practicer,
Q/ Good judgement and coinnonsense
Anirnal!LoqX surfaces r. 0 Dirty manure -covered animals floors
Floor surfaces • Wet manure-oovered flcx)n 6iF.61otted. floors;
W Waterers located over slotted floats;
0 Feeders at high end of'solid floors;
W Scrape manure buildup from floors;
0 Underfloor ventilation for dryirsg
Manure collection pits 0 Urine; Frequent manure removal by flush, pit
0 Partial microbial decomposition re e, or scrape;
0 =1 r ventilationUnd
Ventilation exhaust fan 9 Volatile uses; an maintenance,
0 Dust Efficient air movement
Indoor surfaces 0 Dust
Washdown between groups of animals,
0 Feed additives;
0 Feed covers,
0 Feed delivery downspout extenders to
feeder covers
Flush tanks !D Agitation of recyded lagoon 13,,,Bush tank covers,
liquid while tanks are filling Gr Extend fill to near bottom of tanks with
anti -siphon vents
Flush alleys • Agitation during wastewater 0 Underfloor flush with underfloor ventilatioi
conveyance
Pit recharge points 0 Agitation of recycled lagoon
liquid while pits are filling
Lift stations 0 Agitation during sump tank
AMOC - November 11, 1996, Page 3
E3 Extend recharge lines to near bottom of
pits with anti -siphon vents
D Sumo tank coven

tonme,
Cause
BMps to Minimize Odor
Site Svecific practices
filling and drawdown
Outside drain
•
Agitation during wastewater
0
Box covers
collection or junction
conveyance -
boxes
End of drainpipes at
•
Agitation during wastewater
0
Extend discharge point of pipes
12can
conveyance
underneath lagoon liquid level
Lagoon surfaces
•
Volatile gas emission;.
Prover lagoon licauid cavacity:
Biological mi�dng;
V
Correct lagoon staftuv vrocedurm.
•
Agitation
O
bfi imumm surface area -to -volume ratio:
go'
Minimum agitation when ourromriz
0
Mechanical aeration:
0bicAgizical
additives
Irrigation sprinkler
•
HWh pressure agitation;
Ir dizate on dry days with little or no wind:
nozzles
0
Wind drift
C(
Minimum recommended craeratinQ nrsure:
Premn intake near 1amn liquid curfaoe: .
0
Storage tank or basin
•
Partial microbial decomposition
0
Rounrn or midlevel lnadinir
surface
•
Ong while fling;
O
Tank cry►ers:
a
Agitation when emptying
O
Basin surface mats of solids:
Settling basin surface
•
Partial microbial decomposition
0
Extend drainpipe outlets underneath
•
hfixing while M4
liquid level;
Agitation when emptying
n
Remove settled solids remrlarly
Manure, slurry or
•
Agitation when spreading,
n
Soil injection of slurry/sludges;
sludge spreader
•
Volatile gas emissions
n
Wash residual manure from spreader after use;
outlets - - - - -
- _ _
_ - - _ _
n _
Proven biological additives or oxidants .
Uncovered manure,
•
Volatile pas emissions while
n
Soil injection of slurry/sludges;
slurry or sludge on
drying
n
Soil incorporation within 48 hm;
field surbces '
n
Srmmd.in thin uniform lavers fnr rand drvinu:
n
Proven biolomcal additives or oxidants
AMOC - November 1 I,1996, Page 4

v
r
Source Cant
Dead animals • Carcass deg
BbM to Minimize Odor
Of
Dead animal disposal a (Carcass decomposition n Complete covering of carcasses in burial pits;
pit r7 Proper location/construction of disposal pits
Incinerators • Incomplete combustion ri Seoondary stack burners
Standing water 0 Improper drainage; Grade and landscape such that water
around facilities • Mial decomposition of drains away from facilities
orzanic matter
Mud tracked -onto • Poorly maintained access road IT Farm acemn road nuintenance
public roads from
farm access
Site Specific Practices
Additional Information: Available From
Swine Manure Management, .0200 Rule/BMP Packet
Swine Production Farm Potential Odor Sources and Remedies; EBAE Fact Sheet
Swine Production Facility Manure Management: Pit Recharge - Lagoon Treatment•, EBAE 128-88
Swine Production Facility Manure Management: Underfloor Flush - Lagoon Treatment, EBAE 129-88
Lagoon Design and Management for Livestock Manure Treatment and Storage; EBAE 103-88
Cah1wation of Manure and 'Wastewater Application Equipment; EBAE Fact Sheet
Cmitr+olling Odors from Swine Buildings; PIH-33
Environmental Assurance Program: NPPC Manual
Options -for Managing Odor a report from the Swine Odor Task Force
Nuisance Concerns in AnirrW Manure Management: Odors and Flies; PRO 107, 1995 Conference Proceedings
AMOC - November 11, 1996, Page 5
NCSU, County Extension Center .
NCSU - BAE
NCSU - BAE
NCSU - BAE
NCSU - BAE
NCSU - BAE
NCSU - Swine Extension
NC Pork Producers Assoc.
NCSU - Agri Communications
Florida Cooperative Extension

Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
August 5, 2003
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
Hal & Allen Trott
Double T Hog Farm
312 Gregory Fork Road
Richlands NC 28574
Alan W. Klimek, P. E., Director
Division of Water Quality
Subject: Application for National Pollution Discharge Elimination System (NPDES) General Permit
Facility Number 67 - 57
Dear Hal & Allen Trott:
The Division of Water Quality (Division) has been required by the U.S. Environmental Protection
Agency (EPA) to develop a NPDES permit program for animal waste management systems. The
Division has developed a general NPDES permit similar to the state Non -Discharge General Permit that
this facility is currently permitted under. Coverage under the General NPDES permit will be required by
all facilities that are at, or above, the federal threshold numbers of animals listed below, as well as any
facilities that have had a discharge to waters of the state since January 1, 2001.
Federal Threshold Animal Numbers:
2500 Swine greater than 55 pounds in weight
10,000 Swine less than 55 pounds in weight
700 Mature (milking cows or any cows that have calved) Dairy Cattle
1000 Beef Cattle in confinement
30,000 Poultry with a liquid waste management system
55,000 Turkeys
125,000 Chickens other than a liquid waste management system
82,000 Laying Hens other than a liquid waste management system
According to our records this facility meets the federal threshold for a NPDES permit. If you are
currently operating at a population above the threshold numbers please sign and submit the enclosed
NPDES Short Form B — Existing Facility. Please carefully follow the instructions on the form.
If you are currently operating this facility at a population below the federal threshold you may choose to
submit the enclosed "NPDES Short Form B — Existing Facility" for the design capacity of the system as
it is currently permitted. You may also choose to request a new Certificate of Coverage under the State
Non -Discharge Permit at a population below the federal threshold. Should you choose this option,
please submit the enclosed "Request for Modification to Existing Certificate of Coverage for State Non -
Discharge Permit' application and updated WUP reflecting the population change. Please note that if
you are issued a modified Certificate of Coverage for a lesser population, any future increases in
population would require a new permit from the Division prior to increasing the animal population.
;tom ENR
Non -Discharge Permitting Unit Internet http1/h2o.enr.nc.state.us1ndpu
1617 Mail Service Center. Raleigh, NC 27699-1617 Telephone [phone] Fax [phone]
Customer Service Center Telephone [phone]
An Equal Opportunity Action Employer 50% recycled110% post -consumer paper

Please submit one of the enclosed applications within 60 days from receipt of this letter. If you choose
to submit the "Request for Modification to Existing Certificate of Coverage for State Non -Discharge
Permit" application you must include an updated WUP. If you are unable to obtain an updated WUP
you should submit the "NPDES Short Form B — Existing Facility" for your current permitted population
and request a permit modification at a later date when you have obtained a new WUP. Failure to
submit the application as required may 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.
If you have any questions about the NDPES permit, the enclosed applications, or any related matter
please feel free to contact J R Joshi at 919-733-5083 extension 363.
Sincerely,
M. Paul Sherman, P.E.
Cc: Onslow Soil and Water Conservation District
Wilmington Regional Office, Division of Water Quality
Permit File NCA267057
Permit Application File NCA267057

r
�OF wAr�+9Q' 'Michael F. Easley, Governor
�0 y William G..Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
-r Alan W.-Klimek, P.E. Director
Division of Water Quality
September 3, 2002
Mr. Hal Trott _
Double T Hog -Farm
426 Gregory Fork Road
Richlands, NC 28574
Subject: Submitted Records
Double T Hog Farm
Facility Number: 67-57
Onslow County
Dear Mr. Trott: - - - --
Thank you for correcting and. submitting the irrigation records for the 2001 — 2002 wheat.
I tried a couple of times to get in contact with you because I had a question concerning the
application windows, listed in your waste .utilization plan (WUP) for bermuda pasture and the
small grain overseed. I believe that your WUP is written with a 50 lb. Nlac rate'for small grain
overseed and an ,application window of March .through October for bermuda pasture and
September through March for small grain overseed. If this is the case, then the last two
applications, March 27 and 28, to wheat in Field 6.should go against this year's applications to
bermudapasture for Field 6. By doing this, your records will not reflect an overapplication of 28
lb. Nlac to wheat in Field 6. If you do not have the above listed application windows, I would
recommend contacting a technical specialist and having your WUP updated.
Also, I would highly encourage you to consider having a wettable acres determination
done for the farm. I believe that a WUP that has combined fields listed such as Field 4-5 can
lead to mistakes with record keeping. A WUP that list fields based on an irrigation design is
beneficial because records are kept by individual zones or pulls as defined by the irrigation
design. Also, because this farm will fall under the -new NPDES permit, it may be to your benefit
to go ahead and have an irrigation design done based on the current location of the hydrants
and a WUP written to this design.
You may wish -to contact your Service Company, county Soil & Water district office, or
county extension office for their recommendation and/or any assistance they may -be able .to
provide.
N. C. Division of Water Quality 127 Cardinal Drive Extension [phone] Customer Service IC
Wilmington Regional Office Wilmington; NC 28405 [phone] Fax [phone] NCi}ENR

Mr. Hal Trott
September 3, 2002
- - - .-Page 2- - -- - - -
If you have any questions concerning this matter, please feel free to contact me at (910)
395-3900 ext. 226. -
W
b
Environmental Specialist
cc: Jeremy Hill, Premium Standard Farms
Bill Norris, Onslow County Soil and Water Conservation
DWQ Non -Discharge Compliance/Enforcement Unit
DWQ Central Files
WIRO Animal File 67-57
S:1WQSIANIMALSIONSLOW12002167-57 Trot Letter.doc

arm lRR-2
Tract #
=field Size (acres) = (A)
Farms Owner
Owner's Address
Owner's Phone #
Lagoon Liquid irnyaoon Field Record
One Form for Each Field Per Crop Cyc
?l
ON 12 2002 iJl iji
Facility ,Number
l irriga ion Opc--2�cjr } r,
irsc,4�io:: Opera,ef's
Address
Operator's Phone #
From Animal Waste Management Plan
Crop Type J � Recommended PAN
�L.r - __ Loading (lb/acre) _ (B)
(1) (2) (3) (4) (5) (6) (7) (8) ' (g) (10) (11)
Irrigation �;
{
Date
,nm/dd/yr)
Start Time
(hrmin)
End -Time
(hr:rnin)
Total Minutes
(3) - (2)
# of Sprinklers
Operating
Flow Rate
(gal/mtn)
Total Volume
(gallons)
(4) x (5) x (6)
Volume Per
Acre (gal/ac)
(7) + (A)
1
Waste Analysis t
PAN (Ib/1000 gal)
PAN Applied
x (lb/ac)
E(g) (9)) '- 1,000
Nitrogen Balance
(Ib/ac)
(B) - (10)
Crop Cycle
Totals
Owner's Signature �•.�4�.'rr_ Operator's Signature r'
Certified Operator (Print) -. b `Ff Operator Certification # 3
,, a.
S29 your animal W25t@ rn3i18gEmei:� F•'3rt �. Nunlp(i:l,� `: e:C'.:Cn C`:. �•. 3 ::l�r„-,... , }:'n_. _ .. ,^f•• ,...., .'?r;!i'-. - _ , f,• n -, __ .. '^^'r .
Enter the value received by subtracting column (r0) from (a), cortinve sub;raczing coiurmt (i J) tjcan

.r.
orm IRR-2 Lagoon Liquid Irriyamn Field Record
One Form for Each Field Per Crop Cycle
Tract #
=ield Size (acres) = (A)
Farm Owner
Owner's Address
Owner's Phone.#
Field #
d i -? S
MA
Facility Number
Irrigation Opera¢ar ' I
Irrigation Opera cr'-, r
Address
Operator's phone # `� �' /• o/ 3 5 i" 6-
From Animal Waste Management Plant
Crop Type Recommended PAN
Loading (lb/acre) = (B)
(1) (2) (3) (4) (5) (6) (7) (8) (9)
(1o) (11]
Irrigation
Date
mm/dd/yr)
Start Time
(hr:min)
End Time
(hrmin)
Total Minutes
(3) - (2)
# of Sprinklers
Operating
Flow Rate
(gaUmin)
Total Volume
(gallons)
(4) x (5) x (6)
Volume Per
Acre (gaUac)
(7) + (A)
Waste Analysis l
PAN lb/1000 al
( gal)
PAN Applied
(Iblac)
(($) x (9)l y 1.000
Nitrogen Balance
Ib/ac
( )
(B) - (10)
4 P_3 p/
F
Crop Cycle
Totals
Owners Signature le-
- yuZ
Certified Operator (Print) L. f fl P :rL
Operator's Signature —d
Operator Certification # Z /I
See your animal waste management Alan for samprmg frequency_ At a minimum• waste anatysis is required within 60 days of land application events.
Enter the value received by subtraainy cclumn (10)'.c.n (E). Continue cclurr.r. (IL) ::crn cc urn r :) :o;[ew:r;y each app.1ica,,icn e:

-r.
'orm IRR-2
Tract #
Field Size (acres) = (A)
Farm Owner
Owners Address
Owners Phone #
Lagoon Liquid Irnyai=.on Field Record
One Form for Each Field Per Crop Cycle
Facility Number
Irrigation Operator
Irrigation Operators n
Address
Operators Phone 9 f jj -
From Animal Waste Management Plan
Crop Type Recommended PAN r
JL r Loading (Ib/acxe) _ (B) J D
(1) (2) (3) (4) (5)(6) (7) - (S) (9)
(10) (11)
Irrigation
Date
( mm/dd/yr)
Start Time
(hrmin)
End Time
(hrmin)
Total Minutes
(3) - (2)
# of Sprinklers
Operating
Flow Rate
(gal/min)
Total Volume
(gallons)
(4) x (5) x (6)
Volume Per
Acre (gaUac)
(7 + (A)
Waste Analysis t
PAN (Ib11000 al)
g
PAN Applied
(Ib/ac)
l(g) x (g}1 + 1.000
Nitrogen Balance
{Iblac)
(B) - (10)
- S-
>1 • a D
o
v
rd
Sb 40 D
P 7
,3 ,3
Crop Cycle
Totals
Owner's Signature _ � t4 s
Certified Operator (Print) )> A J`. I A P Tr _
Operator's Signature / 4A�
Operator Certification # ) L 9 -3 _
See your animal waste management plan for sampling frequency. At a minimum, waste analysis is required within 60 days of land application events.
Enter the value received by subtracting column (10) from (B). Continue subtracting column (10) from column (11) following each appiicatien event

orm IRR-2
Tract #
=ield Size (acres) = (A)
Farm Owner
Owner's Address
Ownees Phone #
Lagoon Liquid Imyatton Field Record
One Form for Each Field Per Crop Cycle
r
Field #
)DL
A�
F ! 1 �~Y•�' J�iZ�_vr •—•� ii2i".t.�i/1, .��Gft ..t�I;j s •�f ti
Facility Number
Irrigation Operator,
Irrigation Operator's 1 r
Address
Operator's Phone # 1� ✓�:.�, i 7C=
From Animal Waste Management Plan
Crop Type Recommended PAN
Loading (Iblacre) = (B)
11) (2) (3) (4) (5) (6) (7) (8) (9)
(10) (111
Irrigation
l
Date
(mm/dd/yr)
Start Time
(hrmin)
1`nd Time
(hrmin)
Total Minutes
(3) - (2)
# of Sprinklers
Operating
Flow Rate
(gaUmin)
Total Volume
(gallons)
(4) x (5) x (6)
Volume Per
Acre (gallac)
m - (A)
Waste Analysis 1
PAN ( g Ib11000 al)
PAN Applied
(lb/ac)
l(8) x ON y 1.000
Nitrogen Balance'
(lb/ac)
(B) - 00)
�D
P a
�/,
b
sc/9 7�Dj7
1 . 7p
Crop Cycle Totals
Owner's Signature
Certified Operator (Print) j4 - A .--1 %'1 D IL-,
Operators Signaturexf'"
Operator Certification #
See your animal waste management plan for sampling frequency. At a minimum. waste analysts is required within 60 days of land application events.
Enter the value received by subtracting column (10) from (S). Continue subtracting column (10) from column (11) following each apprication event

&r
IAA)- 160A
=orm IRR-2
Tract
r'ie? i 3lze (acres) = (A)
Farm Q:•f:::'r
�:•...^.Cr 3 .-^.ded.- e S5
Ownel's P110")e'
Wa
Lagoon Liquid Irr`ga oon Field Record
One Form for Each Field Per Crop Cycle
Field -- .91 j
Fac:lirr t UMber r ! � i )
From Animal Waste Management Plan
Crop Type Recommended PAN
Loading (Iblac re) = (8)
-77
(1) (2) (3) . (4) (5) (6) (7) (8), (9) (10) 1111
Irrigation
Date
(mmldd/yr)
Start Time
(hrmin)
End Time
(hr-.min)
Total Minutes
(3) - (2)
# of Sprinklers
Operating
Flow Rate
(gal/min)
Total Volume
(gallons)
(4) x (5) x (6)
Volume Per
Acre (gallac)
(7) - (A)
i
Waste Analysis
PAN (Ib11000 gal)
PAN Applied
Qb/ac)
IN x (9)j = 1,000
Nitrogen Balance
(lb/ac)
(B) - (1 )
9113,0
yob
D
$
L�S3 �b�
l b,
. 1-5
111,5
3 6D
1
I g
0 L40�
bb S
L4
r
r
3b• � 3
Crop Cycle Totals
Owner's Signature
Certified Operator (Print)
Operator's Signature 11-11
Operator Certification #
See your animaiwaste management ot,i fsr s?m?5r-q Lor arv-!. A, i ss^ . �, ws"3 on^tv",.. •'n •1:^ r,^ n! '-n! 7. - r ?
Enter the value received by sub2.a1-a,ay

m IRR-2
Tract ft
1 SiZe (acres) = (A)
rarer Ov.r.er
Owner's f dttresG
Owner's Phone #
Lagoon Liquid Irrigation Field Record
One Form for Each Field Per Crop Cycle
,-acilit✓ NLIMbcr
ndd:es
Operator's Phone 4 r ] d (P
From Animal Waste Management Pian
Crop Type Recommended PAN
Loading 0b/acre) = (B) %f
'1) (2) f3) (4) (5) (6) M (8) (9)
(101 (111
Irrigation
ate
'ddlyr)
Start Time
(hrmin)
End Time
(hr:min).
Total Minutes
(3) - (2
m of Sprinklers
Operating
Flow Rate
(gallmin
Total Volume
(gallons) .
(4) X (5) x (6)
Volume Per
Acre (gal/ac)
(1) (A)
Waste Analysis I
PAN (Ib/1000 gal)
PAN Applied
(lblac)
((g) x (g)l r 1,000
nitrogen Balance
(lblac)
(B) - (10)
146
-b
h
hr. _5b
h
a l
r3
��
E9-t7
30
4,
3G
I
6
:S 0t
3
<<
1
Crop Cycle Totals
Owner's Signature _� Operator's Signature
Certified Operator (Print) L, D Operator Certification
uranimalwaste management plan for sampling frequent~. At a rnwmurn, wn_:9 rr i,•,_ ,-r 11,4 .
he value received by subtracting :-y it ,.. }. ; k,-., j; .,'
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6
LP

9j atural Resources Conservation Service
USDA ashwell Office Park, Suite C
08 Malloy Street
--- -- �__�______ Goldsboro, NC 27534 ia —
Phone:[phone] Fax:[phone]
SUBJECT: ENG - Lagoon, Double T. Hog Farm DATE: June 26, 2001
Mr. Hal and Allen Trott, Onslow Co.
TO: Harry Tyson FILE CODE: 210
District Conservationist
I have looked at the lagoon system with you, Mr. Hal and Allen Trott, and I think we are
all in agreement as to necessary changes and the status of things on this farm. I will try and
address these items as requested by Mr. Dean Hunkele, Environmental Specialist with DWQ.
It appears that Mr. Trott has reduced the amount of sludge to some extent by normal
pumping due to agitation of liquid while pumping. If he will continue to do this, he will remove
some of the sludge. Sludge levels should be checked again later this year to determine if he may
have to make some other arrangements with a contractor that deals with sludge.
Harry, I understand that you have re -numbered the drawings according to buildings that
are still in use. You have also shown the number of hogs per building according to what Mr.
Trott informed you. You have also shown this on the drawings. I have shown the number of
feeder -to -finish animals that will replace the number of sows, farrow -to -finish based on steady
state live weight. I have also enclosed new computations.
These three lagoons are all still single stage stacked lagoons that work independently.
That is the way Mr. Long sized them. The valves and pipes were installed to be able to transfer
liquid from one lagoon to the other for convenience of pumping, so new Z pipes wouldn't have to
be installed or the pump moved from one lagoon to another. Plus, lagoon number 4 had 180
days storage versus 90 days storage that was sized for lagoon numbers 1 and 3. Therefore, there
was a little difference in elevations between lagoons 3 and 4. All three lagoons will need
markers for start and stop pumping set.
The new lagoon, lagoon number 4, was constructed approximately 2.30 feet higher than
planned. It was constructed to elevation 50.80 in the lowest place. Therefore, Mr. Trott could,
in an emergency situation, close all valves into and out of lagoon number 4 and pump up and
over the dike and would have approximately 2.3 feet of additional storage. However, we do not
recommend this. It was also discovered that waste from building number 12 and 13 is still going
into lagoon number 3 because the pipe in the junction box is too high in elevation for liquid to
flow. This can be corrected by construction of a new junction box that will carry liquid from
house number 10 and 11 to lagoon number 3. Plugging the existing pipe in the old junction box
The Natural Resources Conservation service,
rortnerly the Soil Conservation Service,
is an agency of the
United States Department of Agriculture AN EQUAL OPPORTUNITY EMPLOYER

will raise the liquid in the old existing box and force liquid from houses 12 and 13 to lagoon
number 4. Some solids may collect in the box, but this should not be a problem. The pipe has
from .20% - .30% grade and the force of water should move solids right along.
It was also discovered that the existing dikes on lagoon number 1 and 3 are still a little
low. As much as one foot in one place on lagoon number 1 and a few tenths of a foot on' lagoon
number 3. This will need to be corrected as well. A cutoff valve also needs to be installed in the
pipe that connects lagoons number 1 and 3, since both lagoons should work as independent
lagoon systems.
If the corrections are made, volumes and plans should come together as originally
planned. If you have further questions, please get in touch and we will try and work through
them.
CHRIS W. SMITH
Civil Engineer Technician
enclosure
cc: Dean Hunkele
Hal and Allen Trott
William J, Harrell (w/o enclosure)
Dean K. Bingham (w/o enclosure)
The Natural Resources Conservation Service,
fonnedy the Soil Conservation Service,
is an agency of the
United States Deparnnent of Agriculture AN EQUAL OPPORTUNITY EMPLOYER

= LI�� roof
ys rN��
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=-
ftir

01, ! Vo /lij m,. 0i�To�s .r
�E
r
THIS DESIGN IS .FOR A SINGLE STAGE SWINE LAGOON
CLIENTS NAME --------------==W=---=_-__>
COUNTY
TODAYS DATE
SITING LAW DISTANCES OKAY (YES OR NO) =>
NUMBER OF PIGS WEANLING TO FEEDER
NUMBER OF PIGS FEEDER TO FINISH =--====>
NUMBER OF SOWS FARROW TO WEANLING
NUMBER OF SOWS FARROW TO FEEDER
NUMBER OF SOWS FARROW TO FINISH
NUMBER OF DEVELOPING GILTS
NUMBER OF STUD BOARS OR GESTATING SOWS >
NUMBER OF YEARS OF SLUDGE ACCUMULATION >
(5 year minimum unless retrofit)
TROTT FARMS LAGOON
ONSLOW COUNTY
DECEMBER 12, 1996
Yes
0
0 -2 7SD
0
0
275
0
0
0'
TOP LENGTH AT, NORMAL WATER -LEVEL =_____> 592.0 FEET
TOP.WIDTH AT NORMAL WATER LEVEL =_---_-> 124.0 FEET
NORMAL WATER LEVEL ELEVATION =--=----==> 46.7 FEET
SEASONAL HIGH WATER TABLE ELEVATION =__> 46.7 FEET
LAGOON BOTTOM ELEVATION =_____-__---____> 40.7 FEET
- Dew of Permanenf Wafer T� 6.0 ee------ --
(minimum depth including sludge = 6 feet)
(maximum depth of sludge = 2 feet)
SIDE SLOPES ___________________________> 2.0:1
Permanent Volume Required 389675.0 cubic feet
Permanent Volume Provided 390048.0 cubic feet
ADDITIONAL DA W/O EVAP. (VEGETATED) =__>
0
SQUARE FEET
ADDITIONAL DA W/O EVAP. (NON-VEGET.) __>
1355
SQUARE FEET
(i.e. feedlot & non -diverted area)
ADDITIONAL D. A. WITH EVAPORATION =--==>
0
SQUARE FEET
(i.e. pumpout pond)
LENGTH OF PUMPING CYCLE ___-____---__-_>
90
DAYS
GALLONS OF FRESH WATER ADDED DAILY =-=_>
0
GALLONS
NORMAL RAINFALL FOR PUMPING CYCLE _____>
11.7
INCHES
PERCENT RUNOFF ON VEGETATED AREAS =____>
30
PERCENT
PERCENT RUNOFF ON NON -VEGETATED AREAS =>
100
PERCENT
NORMAL EVAPORATION FOR PUMPING CYCLE
5.1
INCHES
25YR/24HR STORM RAINFALL ______________>
8.0
INCHES
RUNOFF DEPTH FROM VEGETATED AREAS =--=_>
0.0
INCHES
RUNOFF DEPTH FROM NON -VEGETATED AREAS =>
0.0
INCHES
INCLUDE HEAVY RAIN (YES=1, NO=O)=--===>
0
(NUMBER ONLY)
FREEBOARD =-___________________-_-____->
1.0
FEET
ESTIMATED TOP OF DAM ELEVATION =----===> 50.1 FEET
Temporary Storage Volume Needed 178809.6 cubic feet
Temporary Storage Volume Provided 184501.2 cubic feet
Top of Dam Elevation = 50.1 feet
Inside Dimensions of Lagoon at Top of Dam
Length = 605.6 feet Width = 137.6 feet
ESTIMATED DEPTH TO PUMP - 1.7 FEET
Volume,To Be Pumped = 123256 cubic feet
Volume for Estimated Depth = 128958 cubic feet
Begin Pumping Elevation = 48.4 feet
Stop Pumping Elevation = 46.7 feet
l� �saf
S'7 C 14.

i
1. STEADY STATE LIVE WEIGHT
+
0
head'weanling to feeder x 30 lbs. =
0
lbs
0
head feeder to finishing x 135 lbs. =
0
lbs
_0
sows farrow to weanling x 433 lbs. -
0
lbs
0.sows
farrow to feeder x 522 lbs. -
0
lbs
275
sows farrow to finish x 1417 lbs.=
389675
lbs
0
developing gilts x 150 lbs. -
0
lbs
0
stud boars or gestating sows. -
0
TOTAL STEADY STATE LIVE WEIGHT (SSLW) -- 389675 lbs
2. SLUDGE ACCUMULATION
Sludge accumulates at varying rates.
0 pounds weanling to feeder x 0.25 =
0 pounds feeder to finishing x 0.25 -
0 pounds farrow to weanling x 0.17 =
0 pounds farrow to feeder x 0.17 =
389675 pounds farrow to finish x 0.25 -
0 pounds of developing gilts x 0.25 =
0 lbs. of boar studs or gent. sows * 0.125=
TOTAL SLUDGE ACCUMULATION
3. REQUIRED LIQUID VOLUME OF LAGOON
❑esign Treatment Volume varies by animal -type.
0 pounds weanling to feeder x 1..0 -
0 pounds feeder to finishing x 1.0 -
0 pounds farrow to weanling x 0.67 =
0 pounds farrow to feeder x 0.67
389675 pounds farrow to finish x 1.0 =
0 pounds of developing gilts x 1.0
0 lbs. of boar studs or gest. sows * 1 =
TOTAL LIQUID VOLUME REQUIRED FOR LAGOON -
TOTAL VOLUME FOR TREATMENT AND SLUDGE
4. NORMAL LAGOON LIQUID LEVEL
0
cu.
ft.
0
cu.
ft.
0
cu.
ft.
0
cu.
ft.
97418.75
cu.
ft.
0
cu.
ft.
0
cu.
ft.
0 cu. ft.
0
cu.
ft.
0
cu.
ft.
0
cu.
ft.
0
cu.
ft.
389675
cu.
ft.
0
cu.
ft.
0
cu.
ft.
389675 cu. ft.
389675 cu. ft.
Maintain normal lagoon liquid level at elevation 46.7 feet
Construct lagoon bottom elevation 40.7 feet
Lagoon size for normal lagoon liquid volume using prismodial formula
SS/ENDI SS/END2 SS/SIDE1 SS/SIDE2 DEPTH
2.0 2.0 2.0 2.0 6.0
AREA OF TOP
LENGTH *WIDTH =
592.0 124.0
AREA OF BOTTOM
Lb * Wb =
568.0 100.0
AREA OF MIDSECTION
(Lm * Wm) _
580.0 112.0
73408.0 (AREA OF TOP)
56800.0 (AREA OF BOTTOM)
64960.0 (AREA OF MIDSECTION)

y' CU. YD. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
73408.0 259840.0 56800.0 1.000
5. DAM
VOLUME OF LAGOON AT NORMAL LAGOON LIQUID LEVEL=90048.0 CU. FT.
VOLUME NEEDED = 389675.0 CU. FT.
THE SURFACE DIMENSIONS OF THE LAGOON AT NORMAL LIQUID LEVEL
ARE 592.0 FEET LONG BY 124.0 FEET WIDE
Place spoil as a continuous dam to elevation 50.1 feet.
6. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dam)
Length * Width
605.6. 137.6 83330 square feet
Additional Drainage Area Without Evaporation
Vegetated 0 square feet
an- ege a e squares tee - --- -- 4-
Additional Drainage Area With Evaporation
.0 square feet
TOTAL DA 84686 square feet
Pumping cycle to be 90 days.
6A. Volume of waste produced
0
head
weanling to feeder x 0.5 gals/day -
0
gals/day
0
head
feeder to finishing x 2.3 gals/day =
0
gals/day
0
sows
farrow to weanling x 7.2 gals/day =
0
gals/day
0
sows
farrow to feeder x 8.0 gals/day -
0
gals/day
275
sows
farrow to finish x 23.0 gals/day. =
6325
gals/day
0
developing gilts x 2.5 gals/day- =
0
gals/day
0
stud
boars or gest. sows x 6.7 gals/day =
0
gals/day
TOTAL
VOLUME OF WASTE =
6325
gals/day
Volume = 6325 gals/day * 90
days in the
pumping
cycle divided by 7.48 gallons per
cu. ft.
Volume = 76102.9 cubic feet
6B. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest
amount.
Excess rainfall (difference) =
6.6 inches
Volume = Volume from lagoon + volume from feedlots, etc + volume from
Volume = 47152.9 cubic feet

6C. Volume of fresh water added y
This is the amount of fresh water used for washing floors or
volume of fresh water used for a flush system. Flush systems
that recycle the lagoon water are accounted for in 6A.
Volume = 0 gallons/day * 90 days in pumping
cycle divided by 7.48 gallons per cu. ft.
Volume = 0 cubic feet
6D. Volume of 25 year - 24 hour storm
Volume = Volume from lagoon + volume from feedlots, etc + volume from
Volume = 55553.7 cubic feet
6E. Volume of "Heavy Rain"
Volume = Volume from lagoon + volume from feedlots, etc + volume from
Volume = 0.0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
6A. 76102.9 cubic feet of waste
6B. 47152.9 cubic feet of excess rainfall
6C. 0.0 cubic feet of fresh wash water
6D. 55553.7 cubic feet of 25yr-24hr storm wate
6E. 0.0 cubic feet of heavy rainfall
TOTAL TEMPORARY STORAGE 178809.6 cubic feet
7. DEPTH OF STORAGE REQUIRED (ABOVE NORMAL LIQUID ELEVATION OF LAGOON)
VOLUME OF TEMPORARY STORAGE WHEN TOP OF DAM IS 50.1 FEET ELEV.
AREA OF BOTTOM = 73408.0 sq. ft.
AREA OF TOP = 80373.8 sq. ft.
AREA OF MID -SECTION = 76867.8 sq. ft.
VOLUME PROVIDED = 184501.2 cubic feet
THE DIMENSIONS OF THE INSIDE EDGE OF THE DAM AT ELEVATION 50.1 FT.
ARE 605.6 FEET BY 137.6 FEET
8. SET BEGIN PUMPING ELEVATION
PUMPED STORAGE VOLUME
6A. 76102.9 cubic feet of waste
6B. 47152.9 cubic feet of excess rainfall
6C. 0.0 cubic feet of fresh wash water
TOTAL PUMPED VOLUME = 123255.9 cubic feet
VOLUME AT ESTIMATED PUMPING DEPTH
AREA OF BOTTOM = 73408.0 sq. ft.
AREA OF TOP = 78323.0 sq. ft.
AREA OF MID -SECTION = 75854.0 sq. ft.
VOLUME PROVIDED = 128958.3 cubic feet
DESIGNED BY:
APPROVED BY:
DATE: DATE:

r
`y lVew VaIccmej Fay lieede,,-
Ta 11=11413
''le -a„ /'714 `i n ✓L
�_
Operator: ______-- ____ /^-____ ______==>
p
TROTT FARMS LAGOON 1
�
County:__
ONSLOW
Date:____ ________ ________ ______ ____- -__>
06/24/01
Dist.to nearest residence (other than owner):
OK
sows (farrow to finish):===
sows (farrow to feeder): eder):===
head (finishing only):===__ --______ ___-- ___>
2750
sows (farrow to wean):==-__ .
head (wean to feeder):====
Ave. Live Weight for other operations(lbs.)=>
TO PRINT
Storage volume for sludge accum. (cu. ft.):=>
ALT-P
Treatment Volume (min. 1 cu. ft.lib.)=-=-_-=>
1.0
25 Year - 24 Hour Rainfall (in.)====_=______>
8.0
0&M PLAN
Rainfall during storage period (in.)===_____>
11.7
ALT-0
Evaporation during storage period (in.)===_=>
5.1
Drainage area of buildings & lots (sq. ft.)=>
CONSTRUCT
Surface area of connected waste facility(SF)>
SPECS.
Volume of wash water (gal lonslday)====_ =___>
ALT-A
Temporary storage period (days)_____________>
90
Add. temp. storage volume needed (cu. ft.)==>
SEEDING
Add. treatment volume needed (cu. ft.)===_=_>
0
SPECS.
Freeboard(ft.):____________________________>
1.0
ALT-S
Side slopes (inside lagoon):________________>
2.0 ; 1
Inside top length {ft.):____________________>
605.7✓
TO CLEAR
Inside top width (ft.):_____________________>
137.6 ✓
ALT-C
Top of dike elevation (ft.):=_______________>
50.1E
Bottom of lagoon elevation (ft.):-=_________>
40.7�
TO QUIT
Seasonal high water table(SHWT) elev.(ft.):=>
46.7✓
LOTUS
Total required volume:====_ 517983
cu. ft.
ALT-Q
- Actual design volume:====__ ________> 574�47
cu. ft.
Stop pumping el.(> or = to 46.7 ft.SHWT)>
47.2 ft.✓ Mole- - Ow+�c -
(> or = to 46.7 ft.Min.)
C�afv ►�� s►.. ,r�;, f=fps..
Required minimum treatment volume: 371250
Volume
cu. ft.
7t544.5"
at stop pumping elevation: 427184
cu. ft.
w o rGi ,941 � a
Start pumping elev.;________________________>
48.4 ft.
'
Volume at start pumping elevation: 519095
cu. ft.
Actual volume less 25yr-24hr rain: 519084
cu. ft.
NOTE: Verify that temp. storage is adequate:
Req. volume to be pumped:====> 91170
cu. ft.
Actual volume to be pumped:==> 91911
cu, ft.
y� /Vo7Bo V�IUr�1�J Gf'1;�nGrr/I �u! �j ShCjk, e
�a�[rC!/�h fS
�5.5LL TOE71V
�ri%f'—
r

AREA OF TOP
LENGTH * WIDTH =
594.1 126.0 74866.6 (AREA AT TOP OF TREATMENT VOLUME)
AREA OF BOTTOM
LENGTH "WIDTH =
568.1 100.0 56810.0 (AREA AT BOTTOM OF LAGOON)
AREA OF MIDSECTION
LENGTH * WIDTH =
581.1 113.0 65664.3 (AREA AT MIDSECTION OF TREATMENT VOLUME)
CU.-FT. = [AREA TOP + (4*AREA MIDSECT[ON) + AREA BOTTOM] * DEPTH/6
74856.6 262657.2 56810.0 1.1
- 427184
AREA OF TOP
LENGTH * WIDTH =
598.9 130.8 78336.1 (AREA AT TOP OF TOTAL STORAGE LESS 25 YR. STOR
AREA OF BOTTOM
LENGTH_ * WIDTH =
568.1 100.0
AREA OF MIDSECTION
LENGTH * WIDTH =
583.5 115.4
56810.0 (AREA AT BOTTOM OF LAGOON)
67335.9 (AREA AT MIDSECTION)
CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
78336.1 269343.6 56810.0 1.3
= 519095

Operator: TROTT FARMS LAGO(County: ONSLOW
Distance to nearest residence (other than owner):
1. AVERAGE LIVE WEIGHT (ALW)
0
sows (farrow to finish)
0
sows (farrow to feeder)
2750
head (finishing only)
0
sows (farrow to wean)
0
head (wean to feeder)
Describe other :
Date: ❑6/24/01
OK feet
x 1417 lbs.
x 522lbs. _
x 135lbs. _
x 433lbs. _
x 30lbs. _
Total Average Live Weight =
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
0 lbs
0 lbs
371250 lbs
0 lbs.
0. lbs
0
371250 lbs
Volume = 371250 lbs. ALW x Treatment Volume(CF)/lb. ALW
Treatment Volume(CF)/lb. ALW = 1 CFllb, ALW
Volume = 371250 cubic ft (includes 0 cu. ft. add. treat. vol.)
3, STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet
4. TOTAL DESIGNED VOLUME
Inside top length (feet)--------------------- 605.7
Inside top width (feet)---------------------- 137.6
Top of dike elevation (feet)----------------- 50.1
Bottom of lagoon elevation (feet)------------ 40.7
Freeboard (feet)----------------------------- 1.0
Side scopes (inside lagoon)------------------ 2.0 :1
Total design volume using prismoidal formula
SSIENDI SSIEND2 SSISIDEI SSISIDE2 LENGTH WIDTH DEPTH
2.0 2.0 2.0 2.0 601.7 133.6 8.4
AREA OF TOP
LENGTH * WIDTH =
601.7 133.6
AREA OF BOTTOM
LENGTH * WIDTH =
568.1 100.0
AREA OF MIDSECTION
LENGTH * WIDTH * 4
584.9 116.8
80387 (AREA OF TOP)
56810 (AREA OF BOTTOM)
273265 (AREA OF MIDSECTION * 4)

CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
80387 273265 56810 1.4
Total Designed Volume Available 574647 CU. FT.

I
5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
( Length * Width) + Surface area of connecting waste facility
605.7 137.6 0.0
83344.3 square feet
Buildings (roof and lot water) or impervious area
0.0 square feet' Describe this area.
TOTAL DA 83344.3 square feet
Design temporary storage period to riod to b e 90 days.
5A. Volume of waste produced
Feces & urine production in gal./day per 135 lb. ALW 1.37
Volume = 371250 lbs. ALW1135 lbs. ALW * 1.37 gal/day 90 days
Volume = 339075 gals. or 45330.9 cubic feet
5B. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day 90 days storage17.48 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.
90 days evaporation - 5.1 inches
90 days rainfall = 11.7 inches
Volume = 11.7 in * DA 1 12 in. per ft. = 81261 cubic feet runoff
Volume = 5.1 in* lagoon DA112 in.lft = 35421 cubic feet evap.
Volume = 45839 cubic feet

5D. Volume of 25 year - 24 hour storm
Volume = 8'.0 inches 1 12 inches per foot * DA
Volume = 55563 cubic feet
5E. Additional volume as follows:
TOTAL REQUIRED TEMPORARY STORAGE
5A. 45331 cubic feet
5B. 0 cubic feet
5C. 45839 cubic feet
5D. 55563 cubic feet
5E. 0 cubic feet
TOTAL_ 146733 cubic feet
6. SUMMARY
Temporary storage period____________________>
90
days
Rainfall during wettest period of storage===>
11.7
inches
Evaporation during storage period=====_=____>
5.1
inches
25 year - 24 hour rainfall______________==__>
8.0
inches
Freeboard=====______________________________>
1.0
feet
Side slopes_________________________________>
2.0
: 1
Inside top length___________________________>
605.7
feet
Inside top width====__________________ _____>
137.6
feet
Top of dike elevation_______________=_______>
50.1
feet
Bottom of lagoon elevation======-____=______>
40.7
feet
Total required volume=====__________________>
517983
cu. ft.
Actual design volume________________________>
574647
cu. ft.
Seasonal high watertable elevation (SHWT)===>
46.7
feet
Stop pumping
47.2
feet
Must be > or = to the SHWT elev.=-=-______>
46.7
feet
Must be > or = to min. req. treatment el.=>
46.7
feet
Required minimum treatment volume=====____=_>
371250
cu. ft.
Volume at stop pumping elevation=====_______>
427184
cu. ft.
Start pumping elev.______________________=__>
48.4
feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==>
519084
cu. ft.
Volume at start pumping elevation=======____>
519095
cu. ft.
Required volume to be pumped=====____==_____>
91170
cu. ft.
Actual volume planned to be pumped========-_>
91911
cu. ft.
Min. thickness of soil liner when required==>
1.4
feet
7. DESIGNED BY: APPROVED BY:
DATE: DATE:
NOTE: SEE ATTA D WASTE UTILIZATION N
r
� J
*

,;E," old va1aryw-F+- �iflY�ow /a %it/s�
THIS DESIGN IS FOR A SINGLE STAGE SWINE LAGOON
CLIENTS NAME _----_---------------------->
COUNTY
TODAYS DATE _---_--------------________>
SITING LAW DISTANCES OKAY (YES OR NO) =>
NUMBER OF PIGS WEANLING TO FEEDER
NUMBER OF PIGS FEEDER TO FINISH =======>
NUMBER OF SOWS FARROW TO'WEANLING
NUMBER OF SOWS FARROW TO FEEDER =----__>
NUMBER OF SOWS FARROW TO FINISH
NUMBER OF DEVELOPING GILTS =--------==>
NUMBER OF STUD BOARS OR GESTATING SOWS >
NUMBER OF YEARS OF SLUDGE ACCUMULATION >
(5 year minimum unless retrofit)
TROTT FARMS LAGOONS
ONSLOW COUNTY
DECEMBER 12, 1996
Yes
0
0
0
293
0
0
0
TOP LENGTH AT, NORMAL WATER LEVEL =---_->
399.0
FEET
TOP WIDTH AT NORMAL WATER LEVEL =-_-___>
134.0
FEET
NORMAL WATER LEVEL ELEVATION ======--==>
44.5
FEET
SEASONAL HIGH WATER TABLE ELEVATION =__>
44.5
FEET
LAGOON BOTTOM ELEVATION =____-_____=___>
35.0
FEET
DeptY�--o- P-e-mma-rent Seater 9.
fee -
(minimum depth including sludge = 6 feet)
(maximum depth of sludge = 2 feet)
SIDE SLOPES =--------------=_-_________>
2.0:1
Permanent Volume Required 415161.0
cubic feet
,7- Permanent Volume Provided 416293.2
cubic feet
ADDITIONAL DA W/O EVAP. (VEGETATED) ___>
0
SQUARE FEET
ADDITIONAL DA W/O EVAP. (NON-VEGET.) _=>
0
SQUARE FEET
(i.e. feedlot & non -diverted area)
ADDITIONAL D. A. WITH EVAPORATION =--w=>
0
SQUARE FEET
(i.e. pumpout pond)
LENGTH OF PUMPING CYCLE _______________>
90
DAYS
GALLONS OF FRESH WATER ADDED DAILY =___>
0
GALLONS
NORMAL RAINFALL FOR PUMPING CYCLE _____>
11.7
INCHES
PERCENT RUNOFF ON VEGETATED AREAS =--__>
0
PERCENT
PERCENT RUNOFF ON NON -VEGETATED AREAS =>
0
PERCENT
'NORMAL EVAPORATION FOR PUMPING CYCLE ==>
5.1
INCHES
25YR/24HR STORM RAINFALL T--==-------=->
8.0
INCHES
RUNOFF DEPTH FROM VEGETATED AREAS =____>
0.0
INCHES
RUNOFF DEPTH FROM NON -VEGETATED AREAS =>
0.0
INCHES
INCLUDE HEAVY RAIN (YES=1, NO=O)======>
0
(NUMBER ONLY)
FREEBOARD --------------------------_--=>
1.0
FEET
ESTIMATED TOP OF DAM ELEVATION ========> 48.3 FEET
Temporary Storage Volume Needed 156272.6 cubic feet
Temporary Storage Volume Provided 158179.3 cubic feet
Top of Dam Elevation = 48.3 feet
Inside Dimensions of Lagoon at Top of Dam
Length = 414.2 feet Width = 149.2 feet
ESTIMATED DEPTH TO PUMP = 2.1 FEET
Volume To Be Pumped = 115073 cubic feet
Volume for Estimated Depth = 117029 cubic feet
Begin Pumping Elevation = 46.6 feet
Stop Pumping Elevation = 44.5 feet
s'�yy72

1. STEADY STATE LIVE WEIGHT
0
head weanling to feeder x 30 lbs. =
0
lbs
0
head feeder to finishing x 135 lbs. -
0
lbs
sows farrow to weanling x 433 lbs. =
0
lbs
.0
0
sows farrow to feeder x 522 lbs. =
0
lbs
293
sows farrow to finish x 1417 lbs. =
415181
lbs
0
developing gilts x 150 lbs. =
0
lbs
0
stud boars or gestating sows -
0
TOTAL STEADY STATE LIVE WEIGHT (SSLW) =
415181
lbs.
2. SLUDGE
ACCUMULATION
Sludge accumulates at varying rates.
0
pounds weanling to feeder x 0.25 =
0
cu.
ft.
0
pounds feeder to finishing x 0.25 =
0
cu.
ft.
0
pounds farrow to weanling x 0.17 --
0
cu.
ft.
0
pounds farrow to feeder x 0.17 =
0
cu.
ft.
415181
pounds farrow to finish x 0.25 -
103795.25
cu.
ft.
0
pounds of developing gilts x 0.25 -
0
cu.
ft.
0
lbs. of boar studs or qest. sows * 0.125=
0
cu.
ft.
3
C!
TOTAL SLUDGE ACCUMULATION = 0 cu. ft.
REQUIRED LIQUID VOLUME OF LAGOON
Design Treatment Volume varies by animal type.
0
pounds weanling to feeder x 1.0 -
0
cu.
ft.
0
pounds feeder to finishing x 1.0 =
0
cu.
ft.
0
pounds farrow to weanling x 0.67
0
cu.
ft.
0
pounds farrow to feeder x 0.67 -
0
cu.
ft.
415181
pounds farrow to finish x 1.0 -
415181
cu.
ft.
0
pounds of developing gilts x 1.0 -
0
cu.
ft.
0
lbs. of boar studs or gest. sows * 1 -
0
cu.
ft.
TOTAL LIQUID VOLUME REQUIRED FOR LAGOON =
415181
cu.
ft.
TOTAL VOLUME FOR TREATMENT AND SLUDGE -
415181
cu.
ft.
NORMAL LAGOON LIQUID LEVEL
Maintain normal lagoon liquid level at elevation 44.5 feet
Construct lagoon bottom elevation 35.0 feet
Lagoon size for normal lagoon liquid volume using prismodial formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 DEPTH
2.0 2.0 2-.0 2.0 9.5
AREA OF TOP
LENGTH *WIDTH =
399.0 134.0
AREA OF BOTTOM'
Lb * Wb -
361.0 96.0
AREA OF MIDSECTION
(Lm * Wm) _
380.0 115.0
53466.0 (AREA OF TOP)
34656.0 (AREA OF BOTTOM)
43700-0 (AREA OF MIDSECTION)

� 1
� CU. YD. = (AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
53466.0 174800.0 34656.0 1.583
VOLUME OF LAGOON AT NORMAL LAGOON LIQUID LEVEL=16293.2 CU. FT.
VOLUME NEEDED = 415181.0 CU. FT.
5. DAM
THE SURFACE DIMENSIONS OF THE LAGOON AT NORMAL LIQUID LEVEL
ARE 399.0 FEET LONG BY 134.0 FEET WIDE
Place spoil as a continuous dam to elevation 48.3 feet.
6. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dam)
Length * Width -
414.2 149.2 61799 square feet
Additional Drainage Area Without Evaporation
Vegetated 0 square feet
- Non- square - fee
Additional Drainage Area With Evaporation
0 square feet
TOTAL DA 61799 square feet
Pumping cycle to be 90 days.
6A. Volume of waste produced
0
head
weanling to feeder x 0.5 gals/day =
0
gals/day
0
head
feeder to finishing x 2.3 gals/day =
0
gals/day
0
sows
farrow to weanling x 7.2 gals/day =
0
gals/day
0
sows
farrow to feeder x 8.0 gals/day =
0
gals/day
293
sows
farrow to finish x"23.0 gals/day -
6739
gals/day
0
developing
gilts x 2.5 gals/day -
0
gals/day
0
stud
boars or Best. sows x 6.7 gals/day =
0
gals/day
TOTAL
VOLUME OF WASTE =
6739
gals/day
Volume
= 6739 gals/day * 90 days in
the
pumping
. cycle divided by 7.48 gallons per cu. ft.
Volume 81084.2 cubic feet
6B. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest
amount.
Excess rainfall (difference) =
6.6 inches
Volume = Volume from lagoon + volume from feedlots, etc + volume frog
Volume = 33989.2 .cubic feet

6C. Volume of fresh water added
This is the amount of fresh water used for washing floors or
volume of fresh water used for a flush system. Flush systems
that recycle the lagoon water are accounted for in 6A.
Volume = 0 gallons/day * 90 days in pumping
cycle divided by 7.48 gallons per cu. ft.
Volume =
0 cubic feet
6D. Volume of 25 year - 24 hour storm
Volume = Volume from lagoon + volume from feedlots, etc + volume from
Volume = 41199.1 cubic feet
6E. Volume of "Heavy Rain"
volume = Volume from lagoon + volume from feedlots, etc + volume from
Volume =
0.0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
6A.
81084.2
cubic
feet
of
waste
6B.
33989.2
cubic
feet
of
excess rainfall
6C.
0.0
cubic
feet
of
fresh wash water
6D.
411.99.1
cubic
feet
of
25yr-24hr storm wate
6E.
0.0
cubic
feet
of
heavy rainfall
TOTAL TEMPORARY STORAGE 156272.E cubic feet
7. DEPTH OF STORAGE REQUIRED (ABOVE NORMAL LIQUID ELEVATION OF LAGOON)
VOLUME OF TEMPORARY STORAGE WHEN TOP OF DAM IS 48.3 FEET ELEV.
AREA OF BOTTOM = 53466.0 sq. ft.
AREA OF TOP = 59561.0 sq. ft.
AREA OF MID -SECTION = 56482.2 sq. ft.
VOLUME PROVIDED = 158179.3 cubic feet
THE DIMENSIONS OF THE INSIDE EDGE OF THE DAM AT ELEVATION 48.3 FT.
ARE 414.2 FEET BY 149.2 FEET
S. SET BEGIN PUMPING ELEVATION
PUMPED STORAGE VOLUME
6A. 81084.2 cubic feet of waste
6B. 33989.2 cubic feet of excess rainfall
6C. 0.0 cubic feet of fresh wash water
TOTAL PUMPED VOLUME = 115073.5 cubic feet
VOLUME AT ESTIMATED PUMPING DEPTH
AREA OF BOTTOM = 53466.0 sq. ft.
AREA OF TOP = 58013.8 sq. ft.
AREA OF MID -SECTION = 55722.2 sq. ft.
VOLUME PROVIDED = 117029.0 cubic feet
DESIGNED BY:
APPROVED BY:
DATE: DATE:

New Val u,n of F ­ Fe e cle, T Fi'nls � �/� v.
mo4 l a v e
du
;Gkmed 5/ 4// 07 14/u
�rcS rh
Operator: ________ ________ ________ ===-_===> TROTT FARMS LAGOON 3
County:__ ________ ___- -_-_ _-______ ========> ONSLOW
Date:==== ________ ________________> 06/25/01
Dist.to nearest residence (other than owner): OK ft.
sows (farrow to finish):===
sows (farrow to feeder): eder):===--------====-W==>
head (finishing only):====_
sows (farrow to wean):====_
head (wean to feeder):====_
Ave. Live Weight for other operations(lbs.)=>
Storage volume for sludge accum. (cu. ft.):=>
Treatment Volume (min. 1 cu. ft.1Ib.)=======>
25 Year - 24 Hour Rainfall
Rainfall during storage period (in.)========>
Evaporation during storage period (in.)=====>
Drainage area of buildings & lots (sq. ft.)=>
Surface area of connected waste facility(SF)>
Volume of wash water (gallonslday)==========>
Temporary storage period (days)=============>
Add. temp. storage volume needed (cu, ft.)==>
Add. treatment volume needed (cu. ft.)======>
Freeboard
Side slopes (inside lagoon):-===============>
Inside top length
Inside top width
Top of dike elevation
Bottom of lagoon elevation
Seasonal high water table(SHWT) elev.(ft.):=>
Total required volume:===== -_-_-___> 537214
Actual design volume:===- = _______=> 574472
Stop pumping el.(> or to 44.5 ft.SHWT)>
(> or = to -105�' . ft.Mln.)
Required minimum treatment volume: 411750
Volume at stop pumping elevation: 443293
Start pumping
3050
TO PRINT
ALT-P
1.0
8.0
O&M PLAN
11.7
ALT-O
5.1
CONSTRUCT
SPECS.
ALT-A
90
SEEDING
0
SPECS.
1.0
ALT-S
2.0 : 1
414.2
TO CLEAR
149.2
ALT-C
48.3
35.0
TO QUIT
4215
LOTUS
cu. ft.
ALT-Q
cu. ft.
45.0 ft.
�l/o+1e. - 0u) �
cu. ft.
1
cu. ft.
Volume at start pumping elevation:
533322 cu. ft.
Actual volume less 25yr-24hr rain:
533273 cu. ft.
NOTE: Verify that temp. storage is adequate:
Req. volume to be pumped:====>
84265 cu. ft.
Actual volume to be pumped:==>
90029 cu. ft.
46.6 ft, V-XA 11 o ra; 4 �PS� e/
E/ev. '�f.S

Operator: TROTT FARMS LAGO(County: ONSLOW
Distance to nearest residence (other than owner):
1. AVERAGE LIVE WEIGHT (ALW)
0
sows (farrow to finish)
0
sows (farrow to feeder)
3050
head (finishing only)
0
sows (farrow to wean)
0
head (wean to feeder)
Describe other :
Date: 06/25/01
OK
feet
x 1417lbs. =
0
lbs
x 522Ibs. --
0
lbs
x 135lbs. -
411750
lbs
x 433lbs. =
0
lbs
x 30lbs. =
0
Ibs
0
Total Average Live Weight = 411750 [lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 411750 lbs. ALW x Treatment Volume(CF)11b. ALW
Treatment Volume(CF)/ib. ALW = 1 CFllb. ALW
Volume = 411750 cubic ft (includes 0 cu. ft. add. treat. vol.)
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet
4. TOTAL DESIGNED VOLUME
Inside top length (feet)---------------------
-414.2
Inside top width (feet)----------------------
149.2
Top of dike elevation (feet)-----------------
48.3
Bottom of lagoon elevation (feet)------------
35.0
Freeboard (feet) ------------------=----------
1.0
Side slopes (inside lagoon)-------------------
2.0 : 1
Total design volume using prismoidal formula
SSIEND1 SSIEND2 SSISIDE1 SSISIDE2 LENGTH
WIDTH DEPTH
2.0 2.0 2.0 2.0 410.2
. 145.2 12.3
AREA OF TOP
LENGTH * WIDTH =
410.2 145.2
AREA OF BOTTOM
LENGTH * WIDTH =
361.0 96.0
AREA OF MIDSECTION
LENGTH * WIDTH * 4
385.6 120.6
59561 (AREA OF TOP)
34656 (AREA OF BOTTOM)
186013 (AREA OF MIDSECTION * 4)

CU. FT. = AAREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
59561 186013 34656 2.1
Total Designed Volume Available = 574472 CU. FT.

1
5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
{ Length * Width ) + Surface area of connecting waste facility
414.2 149.2 0.0
61798.6 square feet
Buildings (roof and lot water) or impervious area
0.0 square feet Describe this area.
TOTAL DA 61798.6 square feet
Design temporary storage period to riod to b e 90 days.
5A. Volume of waste produced
Feces & urine production in gal./day per 135 lb. ALW 1.37
Volume = 411750 lbs. ALW/135 lbs. ALW * 1.37 gal/day 90 days
Volume = 376065 gals. or 50276.1 cubic feet
5B. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day * 90 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.
90 days evaporation = 5.1 inches
90 days rainfall - 11.7 inches
Volume = 11.7 in * DA 112 in. per.ft. = 60254 cubic feet runoff .
Volume = 5.1 in *lagoon DA/12 in.1ft = 26264 cubic feet evap.
Volume = 33989 cubic feet

5D. Volume of 25 year - 24 hour storm
Volume = 8.0 inches 1 12 inches per foot " DA
Volume = 41199 cubic feet
5E. Additional volume as follows:
TOTAL REQUIRED TEMPORARY STORAGE
5A. 50276 cubic feet wps��
5B. 0 cubic feet
5C. 33989 cubic feet Fkrc,,5Rs
5D. 41199 cubic feet Z�5
5E. 0 cubic feet
TOTAL 125464 cubic feet
6. SUMMARY
Temporary storage period=== ================>
90
days
Rainfall during wettest period of storage===>
11.7
inches
Evaporation during storage period===========>
5.1
inches
25 year - 24 hour rainfall==================>
8.0
inches
Freeboard========= =========================>
1.0
feet
Side slopes======================== =========>
2.0
: 1
Inside top
414.2
feet
Inside top width===========================>
149.2
feet
Top of dike elevation=======================>
48.3
feet
Bottom of lagoon elevation==================>
35.0
feet
Total required volume======______
537214
cu. ft.
Actual design volume_______________
574472
cu. ft.
Seasonal high watertable elevation (SHWT)===>
44.5
feet
Stop pumping elev.=-=______________________>
45.0
feet
Must be > or = to the SHWT elev.==========>
44.5
feet
Must be > or = to min. req. treatment el.=>
41.0
feet
Required minimum treatment volume==== ======>
411750
cu. ft.
Volume at stop pumping elevation============>
443293
cu. ft.
Start pumping elev.______________ __________>
46.6
feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr, 24 hr. rainfall==>
.533273
cu. ft.
Volume at start pumping elevation===========>
533322
cu. ft.
Required volume to be pumped================>
84265
cu. ft.
Actual volume planned to be pumped==========>
90029
cu. ft.
Min. thickness of soil liner when required==>
1.9
Feet
7. DESIGNED BY: APPROVED BY:
DATE: DATE:
NOT : SE ATTACF! ASTE UTILIZA N PL

% dh/T f
`1 THIS DESIGN IS FOR A SINGLE STAGE SWINE LAGOON
CLIENTS NAME -___---_--------- >
COUNTY
TODAYS DATE --------------------------->
SITING LAW DISTANCES OKAY (YES OR NO) =>
NUMBER OF PIGS WEANLING TO FEEDER
NUMBER OF PIGS FEEDER TO FINISH =======>
NUMBER OF SOWS FARROW TO WEANLING
NUMBER OF SOWS FARROW TO FEEDER
NUMBER OF SOWS FARROW TO FINISH
NUMBER OF DEVELOPING GILTS
NUMBER OF STUD BOARS OR GESTATING SOWS >
NUMBER OF YEARS OF SLUDGE ACCUMULATION >
(5 year minimum unless retrofit)
TROTT FARMS LAGOON
ONSLOW COUNTY
DECEMBER 12, 1996
Yes
0
Q
0
100
0
0
5
TOP LENGTH AT NORMAL WATER LEVEL =_=__—>
.235.0
FEET
TOP WIDTH AT NORMAL WATER LEVEL =______>
155.0
FEET
NORMAL WATER LEVEL ELEVATION ==========>
44.5
FEET
SEASONAL HIGH WATER TABLE ELEVATION =__>
OM -
44.2
FEET
ELEVATION =--------
Depth of Permanent Water 6.3
38=
feet
(minimum depth including sludge = 6 feet)
(maximum depth of sludge = 2 feet)
SIDE SLOPES =_______-=----------------->
3.0:1
Permanent Volume Required 177,125.0
cubic feet
Permanent Volume Provided 186040.8
cubic feet
ADDITIONAL DA W/O EVAP. (VEGETATED) ===>
0
SQUARE FEET
ADDITIONAL DA W/O EVAP. (NON-VEGET.) ==>
0
SQUARE FEET
(i.e. feedlot & non -diverted area)
ADDITIONAL D. A. WITH EVAPORATION =--==>
0
SQUARE FEET
(i.e. pumpout pond)
LENGTH OF PUMPING CYCLE _______________>
180
DAYS
GALLONS OF FRESH WATER ADDED DAILY =-__>
0
GALLONS
NORMAL RAINFALL FOR PUMPING CYCLE _--__>
22.2
INCHES
PERCENT RUNOFF ON VEGETATED AREAS =____>
0
PERCENT
PERCENT RUNOFF ON NON -VEGETATED AREAS =>
0
PERCENT
NORMAL EVAPORATION FOR PUMPING CYCLE ==>
13.1
INCHES
25YR/24HR STORM RAINFALL ______________>
8.0
INCHES
RUNOFF DEPTH FROM VEGETATED AREAS =____>
0.0
INCHES
RUNOFF DEPTH FROM NON --VEGETATED AREAS =>
0.0
INCHES
INCLUDE HEAVY RAIN (YES=1, NO=O)======>
0
(NUMBER ONLY)
FREEBOARD
1.0
FEET
ESTIMATED TOP OF DAM ELEVATION ========> 48.5 FEET
Temporary Storage Volume Needed 12�599.4 cubic feet
Temporary Storage Volume Provided 122320.6 cubic feet
Top of Dam Elevation =
Inside Dimensions of Lagoon at
Length = 259.3.feet Width
ESTIMATED DEPTH TO PUMP =
Volume To Be Pumped =
Volume for Estimated Depth =
Begin Pumping Elevation =
Stop Pumping Elevation =
48.5 feet y
Top of Damp.
179.3 feet
2.4 FEET
90604 cubic feet'.
94325 cubic feet
46.9 feet
44.5 feet
/86" 0 y p
izZ 32o
� 3o8�3Gb

STEADY STATE LIVE WEIGHT
0
head
weanling to feeder x 30 lbs. -
0
lbs
0
head
feeder to finishing x 135 lbs. =
0
lbs
0
sows
farrow to weanling x 433 lbs. =
0
lbs
0
sows
farrow to feeder x 522 lbs. =
0
lbs
100
sows
farrow to finish x 1417 lbs.. -
141700
lbs
0
developing gilts x 150 lbs. --
0
lbs
0
stud
boars or gestating sows =
0
TOTAL STEADY STATE LIVE WEIGHT (SSLW) = 141700 lbs
2. SLUDGE ACCUMULATION
Sludge
accumulates at varying rates.
0
pounds
weanling to feeder x 0.25 =
0
cu.
ft.
0
pounds
feeder to finishing x 0.25 _
0
cu.
ft.
0
pounds
farrow to weanling x 0.17 =
0
cu.
ft.
0
pounds
farrow to feeder x 0.17 =
0
cu.
ft.
141700
pounds
farrow to finish x 0.25 -
35425
cu.
ft.
0
pounds
of developing gilts x.0.25
0
cu.
ft.
Q
1bs Of-bo_ar
u7d-g stor gpst _ Spas * 0 _ 12 5 =
Beni - ft .
TOTAL SLUDGE ACCUMULATION = 35425 cu. ft.
3. REQUIRED LIQUID VOLUME OF LAGOON
Design Treatment Volume varies by animal type.
0
pounds weanling to feeder x 1.0 =
0
cu.
ft.
0
pounds feeder to finishing x 1.0 =
0
cu.
ft.
0
pounds farrow to weanling x 0.67 -
0
cu.
ft.
0
pounds farrow to feeder x 0.67 =
0
cu.
ft.
141700
pounds farrow to finish x 1.0 =
141700
cu.
ft.
0
pounds of developing gilts x 1.0 --
0
cu.
ft.
0
lbs. of boar studs or gest. sows * 1 -
0
cu.
ft.
TOTAL LIQUID VOLUME REQUIRED FOR LAGOON =
141700
cu.
ft.
TOTAL VOLUME FOR TREATMENT AND SLUDGE -
177125
cu.
ft.
4. NORMAL LAGOON LIQUID LEVEL
Maintain normal lagoon liquid level at elevation 44.5 feet
Construct lagoon bottom elevation 38.2 feet
Lagoon size for normal lagoon liquid volume using prismodial formula
SS/END1 SS/END2
3.0 3.0
AREA OF TOP
LENGTH *WIDTH
235.0 155.0
AREA OF BOTTQM
Lb * Wb -�
197.2 117.2
AREA OF MIDSECTION
(Lm * Wm) _
216.1 136.1
SS/SIDE1 SS/SIDE2 DEPTH
3.0 3.0 6.3
36425.0 (AREA OF TOP)
23111.8 (AREA OF BOTTOM)
29411.2 (AREA OF MIDSECTION)

5. DAM
CU. YD. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
36425.0 117644.8 23111.8 1.050
VOLUME OF LAGOON AT NORMAL LAGOON LIQUID LEVEL=86040.8 CU. FT.
VOLUME NEEDED = 177125.0 CU. FT.
THE SURFACE DIMENSIONS OF THE LAGOON AT NORMAL LIQUID LEVEL
ARE 235.0 FEET LONG BY 155.0 FEET WIDE
Place spoil as a continuous dam to elevation 48.5 feet.
6. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dam)
Length * Width
259.3 179.3 46492 square feet
Additional Drainage Area Without Evaporation
Vegetated 0 square feet
Non -Vegetated 0 square feet
Additional'Drainage Area With Evaporation
0 square feet
TOTAL DA 46492 square feet
Pumping cycle to,be 180 days.
6A. Volume of waste produced
0 head
weanling to feeder x 0.5 gals/day =
0
gals/day,
0 head
feeder to finishing x 2.3 gals/day =
0
gals/day
0 sows
farrow to weanling x 7.2 gals/day =
0
gals/day
0 sows
farrow to feeder x 8.0 gals/day -
0
gals/day
100 sows
farrow to finish x 23.0 gals/day =
2300
gals/day
0 developing
gilts x 2.5 gals/day =
0
gals/day
0 stud
boars or gest. sows x 6.7 gals/day =
0
gals/day
TOTAL
VOLUME OF WASTE =
2300
gals/day
Volume
= 2300 gals/day * 180
days in the
pumping
cycle divided by 7.48 gallons per
cu. ft.
Volume
= 55347.6 cubic feet
6B. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest
amount.
Excess rainfall (difference) =
9.1 inches
Volume = Volume from lagoon + volume from feedlots, etc + volume from
Volume = 35256.8 cubic feet

6C. Volume of fresh water added
This is the amount of fresh water used for washing floors or
volume of fresh water used for a flush system. Flush systems
that recycle the lagoon water are accounted for in 6A.
Volume = 0 gallons/day * 180 days in pumping
cycle divided by 7.48 gallons per cu. 'ft.
Volume = 0 cubic feet
6D. Volume of 25 year - 24 hour storm
Volume = Volume from lagoon + volume from feedlots, etc + volume from
Volume = 30995.0 cubic feet
6E. Volume of "Heavy Rain"
Volume = Volume from lagoon + volume from feedlots, etc + volume from
1iA-lum - n i� G1eet
TOTAL REQUIRED TEMPORARY STORAGE
6A.
55347.6
cubic
feet
of
waste
6B.
35256.8
cubic
feet
of
excess rainfall
6C.
0.0
cubic
feet
of
fresh wash water
6D.
30995.0
cubic
feet
of
25yr-24hr storm wate
6E.
0.0
cubic
feet
of
heavy rainfall
TOTAL TEMPORARY STORAGE 121599.4 cubic feet
7. DEPTH OF STORAGE REQUIRED (ABOVE NORMAL LIQUID ELEVATION OF LAGOON)
VOLUME OF TEMPORARY STORAGE WHEN TOP OF DAM IS 48.5 FEET ELEV.
AREA OF BOTTOM = 36425.0 sq. ft.
AREA OF TOP = 43896.9 sq. ft.
AREA OF MID -SECTION = 40077.2 sq. ft.
VOLUME PROVIDED = 122320.6 cubic feet
THE DIMENSIONS OF THE INSIDE EDGE OF THE DAM AT ELEVATION 48.5 FT.
ARE 259.3 FEET BY 179.3 FEET
8. SET BEGIN PUMPING ELEVATION
PUMPED STORAGE VOLUME
6A. 55347.6 cubic feet of waste
6B. 35256.8 cubic feet of excess rainfall
6C. 0.0 cubic feet of fresh wash water
TOTAL PUMPED VOLUME = 90604.4 cubic feet
VOLUME AT ESTIMATED PUMPING DEPTH
AREA OF BOTTOM = 36425.0 sq. ft.'
AREA OF TOP = 42248.4 sq. ft.
AREA OF MID -SECTION = 39284.8 sq. ft.
VOLUME PROVIDED = 94325.1 cubic feet
DESIGNED BY:
APPROVED BY:
DATE: DATE:

' Aew Vp lu met lci;y f e-eae, 76 �/1/s �. girl✓. IWA y L1x6,e
t` nq ec/e /V •�5� Lti eiC/ 6r/� %oT�/
/um e /f
Operator: -- ---- - __ ________ ________ ________> TROTT FARMS LAGOON 4
County:== ONSLOW
Date:____ ________ ________ ________ ________> . 06/25/01
Dist.to nearest residence (other than owner): OK ft.
sows (farrow to finish):===
sows (farrow to feeder): eder)—=
head (finishing only):====_ _- -_____ ________> 900
sows (farrow to wean):= ----
head (wean to feeder):====_ -------- -------->
Ave. Live Weight for other operations(lbs.)=>
TO PRINT
Storage volume for sludge accum. (cu. ft.):=>
ALT-P
Treatment Volume (min. 1 cu. ft./lb.)=======> 1.0
25 Year - 24 Hour Rainfall 8.0
0&M PLAN
Rainfall during storage period (in.)====== => 22.2
ALT-O
Evaporation during storage period (in.)=====> 13.1
Drainage area of buildings & lots (sq. ft.)=>
CONSTRU(
Surface area of connected waste facility(SF)>
SPECS.
Volume of wash water (gallonslday)==========>
ALT-A
Temporary storage period (days)=============> 180
Add, temp. storage volume needed (cu. ft.)==>
SEEDING
Add. treatment volume needed (cu. ft.)======> 0
SPECS.
Freeboard {ft.):___________________________> 1.0
ALT-S
Side slopes (inside lagoon):================> 3.0 : 1
Inside top length 259.3
TO CLEAR
Inside top width {ft.):_____________________> 179.3
ALT-C
Top of dike elevation (ft.):________________> 48.5
Bottom of lagoon elevation {ft.):==_________> 38.2
TO QUIT
Seasonal high water table(SHWT) elev.(ft.):=> 44.2
LOTUS
Total required volume:=====217423 cu. ft.
ALT-Q
Actual design volume:====== --_-----> 307203 cu. ft.
Stop pumping el.(> or = to 44.2 ft.SHWT)> 44.5 ft.
(> or = to 44.2 ft.Min.)
Required minimum treatment volume:. 121500 cu. ft.
Volume at stop pumping elevation: 186707 cu. ft.
C1r,vHycq�o
/
Start pumping elev.:===_=________________ __> 46.8 ft.
Volume at start pumping elevation: 277099 cu. ft. J
Actual volume less 25yr-24hr rain: 276208 cu. ft.
NOTE: Verify that temp. storage is adequate:
Req. volume to be pumped:====> 64928 cu. ft.
Actual volume to be pumped:==> 90392 cu. ft.
j
Not,. �a �u rYle e A4�c �� c u :s I:�,1��' �•�.a4�G 4Qii
_ Ir.4I klo),yr►e )IS d_6
SX,<SP

Operator: TROTT FARMS LAGO(County: ONSLOW Date: 06/25/01
Distance to nearest residence (other than owner): OK feet
1. AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish)
x
1417 lbs. =
0
Ibs
0 sows (farrow to feeder)
x
522 Ibs. =
0
Ibs
900 head (finishing only)
x
135 lbs. =
121500
Ibs
0 sows (farrow to wean)
x
433 Ibs. =
0
Ibs
0 head (wean to feeder)
x
30 Ibs. =
0
ibs
Describe other :
0
Total Average Live Weight = 121500 Ibs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 121500 Ibs. ALW x Treatment Volume(CF)Ilb. ALW
Treatment Voiume(CF)llb. ALW = 1 CFllb. ALW
Volume = 121500 cubic ft (includes 0 cu. ft. add. treat. vol.)
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet
4. TOTAL DESIGNED VOLUME
Inside top length (feet)--------------------- 259.3
Inside top width (feet)---------------------- 179.3
Top of dike elevation (feet)----------------- 48.5
Bottom of lagoon elevation (feet)------------ 38.2
Freeboard (feet)----------------------------- 1.0
Side slopes (inside lagoon)------------------ 3.0 : 1
Total design volume using prismoidal formula
SSIENDI SS/END2 SS/SIDEI SSISIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 -3.0 253.3 173.3 9.3
AREA OF TOP
LENGTH ` WIDTH =
253.3 173.3
AREA OF BOTTOM
LENGTH " WIDTH =
197.5 117.5
AREA OF MIDSECTION
LENGTH * WIDTH " 4
225.4 145.4
43897 (AREA OF TOP)
23206 (AREA OF BOTTOM)
131093 (AREA OF MIDSECTION * 4)

CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA i30TTOMj * DEPTH/6
43897 .131093 23206 1.6
Total Designed Volume Available = 307203 CU. FT.

I..
5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
( Length Width) + Surface area of connecting waste facility
259.3 179.3 0.0
46492.5 square feet
Buildings (roof and lot water) or impervious area
0.0 square feet . Describe this area.
TOTAL DA 46492.5 square feet
Design temporary storage period to riod to b e . 180 days.
5A. Volume of waste produced
Feces & urine production in gal./day per 135 ib. ALW 1.37
Volume = 121500 lbs. ALW1135 lbs: ALW ' 1.37 gallday 180 days
Volume = 221940 gals. or 29671.1 cubic feet
5B. Volume of wash water
This is 'the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day 180 days storage17.48 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 evaporation -- 13.1 inches
180 days rainfall = 22.2 inches
Volume = 22.2 in ` DA 112 in. per ft. = 86011 cubic feet runoff
Volume = 13.1 in* lagoon DA/12 in.lft = 50754 cubic feet evap.
Volume = 35257 cubic feet

5D. Volume of 25 year - 24 hour storm
Volume = 8.0 incites 112 inches per foot * DA
Volume = 30995 cubic feet
5E. Additional volume as follows:
TOTAL REQUIRED TEMPORARY STORAGE
5A. 29671 cubic feet
5B. 0 cubic feet
5C. 35257 cubic feet
5D. 30995 cubic feet
5E. 0 cubic feet
TOTAL 95923 cubic feet
6. SUMMARY
Temporary storage period====================>
180
days
Rainfall during wettest period of storage===>
22.2
inches
Evaporation during storage period===========>
13.1
inches
25 year - 24 hour rainfall==================>
8.0
inches
Freeboard= =================================>
1.0
feet
Side slopes__________________ ::_=__=__=__=__>
3.0
: 1
Inside top length===========================>
259.3
feet
Inside top width========== ------ ---=-
179.3
feet
Top of dike elevation______ _________________>
48.5
feet
Bottom of lagoon elevation==================>
38.2
feet
Total required volume=======================>
217423
cu. ft.
Actual design volume =______________________>
307203
cu. ft.
Seasonal high watertable elevation (SHWT)===>
44.2
feet
Stop pumping
44.5
feet
Must be > or = to the SHWT elev.==========>
44.2
feet
Must be > or = to min. req. treatment el.=>
44.2
feet
Required minimum treatment volume== ========>
121500
cu. ft.
Volume at stop pumping elevation============>
186707
cu. ft.
Start pumping elev._________________________>
. 46.8
feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==>
276208
cu. ft.
Volume at start pumping elevation===========>
277099
cu. ft.
Required volume to be pumped================>
64928
cu. ft.
Actual volume planned to be pumped==========>
90392
- cu. ft.
Min, thickness of soil liner when required=>
1.5
feet
7. DESIGNED BY: APPROVED BY:
DATE: DATE:
NOTE: SEE AT TA ED WASTE UTIL
� C�J

o��� w a
� r
Michael F. Easley
Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Kerr T. Stevens, Director
Division of Water Quality
May 11, 2001
CERTIFIED MAIL # 7000 2870 0000 1709 6779
RETURN RECEIPT REQUESTED
Mr. Hal & Allen Trott
Double T Hog Farm
426 Gregory Fork Road
Richlands, NC 28574
Subject: Follow-up concerning Double T (67-57) lagoons
Dear Mr. Trott:
The information provided to me by Mr. Gurganus in his May 2, 2001 correspondence fails to address any
of the issues included in my original letter in April. Furthermore, it brings about more questions based on
the letter to Harry Tyson from Claude Long in January 1997 that he provided me.
The following issues must be addressed by you through the District office or other channels:
1. Was sludge removed from lagoon #1 per Mr. Long's letter? If not, why?. If so, where are the
application records? If the sludge was not removed since it was an apparent issue, then the
situation can only be worse now. Thus, a sludge depth survey needs to be completed and plans
for an appropriate reduction developed. I
2. Provide this office with a site map showing active houses that flow into each lagoon with the
capacity of each and a copy of stocking records for each house since the conversion. Use
lagoon design software to show appropriate volumes for the stocking levels shown.
3. Lagoons #1 and #3 are not operated as single stage lagoons per the lagoon designs submitted.
It appears that no valve is necessary between lagoons #3 and #4 since placement should be at
the stop pump level (48") per elevations. Shouldn't this valve always remain open for
equilibrium? If not, why?
• if the valve should remain open, the only marker needed will be.in the structure that has
the lowest section of dike wall. In addition, the required freeboard level for this double
lagoon would have to account for the storm storage for these structures and lagoon #1
since lagoon #1 is maintained at a steady state level between 12-19" due to the gravity
drain system that is in use. What is that level based on the volume of 8" of rain falling
on all 3 lagoons?
Wilmington Regional Office
Phone: [phone]
127 Cardinal Drive Extension Fax: [phone]
Wilmington, NC 28405-3845

Mr. Hal & Allen Trott
May 11, 2001
Page 2
• If the valve between #3 and #4 is to remain closed most of the time, then #3 must be
able to account for storm storage for both itself and lagoon #1 in its required freeboard
level since lagoon #1 is maintained at a steady state level between 12-19" due to the
gravity. drain system that is use. What is that level based on the volume of 8" of rain
falling on structures #1 and #3?
Otherwise, the gravity pipe system must be removed from lagoon #1 and a pipe installed
with a control (gate) valve at the stop pump elevation (46.7') or approximately 40-42" as
was indicated to be done by Mr. Long. This would allow the lagoon to be lowered to its
stop pumping point manually into lagoon #3 for irrigation purposes and to prepare for
hurricane season or winter.
4. Install new lagoon markers as needed with the appropriate lagoon level management gauge
markings and make sure grower is aware of new requirements.
The information needed to address these issues should be gathered as soon as possible and a plan
developed for all required modifications or changes along with a timetable for completion. Due to the
current drought situation, this provides for an optimal opportunity get, this completed before we enter into
another hurricane season.
Failure to address these issues, will cause a Notice of Violation to be issued and perhaps an enforcement
case initiated. In addition, it will be grounds for re -opening your Certificate of Coverage & General
Permit which could have additional monitoring requirements. I ,
Please contact the Onslow County Soil & Water District office, Onslow County Cooperative Extension
office, Premium Standard Farms (Dogwood), or the NC Division of Soil & Water Conservation for
assistance in this matter. If you have any questions regarding this matter, please feel free to contact me
or Mr. Stonewall Mathis at 910-395-3900.
Sincerely,
Dean Hunkele
Environmental Specialist
"By copy of this letter to the Division of Soil and Water Conservation and your local District Soil
and Water Conservation, DWQ is referring this facility for technical assistance."
Cc: Jeremy Hill, Premium Standard Farms ;
Duaine Gurganus, Onslow County Soil & Water Conservation
Diana Rashash, Onslow County Cooperative Extension
Patrick Fussell, NC DSWC — Wilmington Regional Office
DWQ Non -Discharge Compliance/Enforcement Unit
DWQ Wilmington Animal Files 67-57
S:IWQSIDean HunkeleWOD, NOV, Letters Sent12001\67-57 Trott Lagoon Follow-up Letter.wpd

Onslow Soil and Water Conservation District
Donald A. Halsey Ag. Bldg.
604 College Street
Jacksonville, NC 28540
Telephone: [phone] ext. 3
Fax: [phone]
Bill Norris
Department Head
Dua ine Gurganus
Animal Operations Technician
Harry Tyson
District Conservationist
Donna Card
Administrative Secretary
TO: Mr. Dean Hunkele
Date: May 23, 2001
Re: Double T Hog Farm (Hat & Allen Trott)
Message
Mr, Hunkele,
U -.
M7Y� 2001
Please find enclosed "updated" map of the Double T Hog Farm. As you can see,
this was one of the engineering designs for the farm. We have gone back and added
changes in pencil to bring the map up to date. Harry has also done some calculations to
show the number of pigs per lagoon. We are scheduled to do a "sludge survey" in the
next couple of days, and are going to add some sludge munching bacteria to help reduce
what sludge is there. As always, if you have any questions, or if we can help you in any
way, please let us know.
Sincerely,
nine . Gurganus
/dg
Memorandum for record doc

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MAY U 7 ml
Onslow Soil and Water Conservation District
Donald A. Halsey Ag. Bldg.
604 College Street
Jacksonville, NC 28540
Telephone: [phone] ext. 3
Fax: [phone]
Bill Norris
Department Head
Duaine Gurganus
Animal Operations Technician
Harry Tyson
District Conservationist
Donna Card
Administrative Secretary
TO: Mr, Dean Hunkele
Date: May 2, 2001
Re: 67-57 Double T Hog Farm
Message
Mr. Hunkele,
Please find enclosed lagoon designs for the Double T Hog Farm. Mr. Claude
Long, Civil Engineering Technician for MRCS, was the one who developed the
calculations. As you are aware, the operation changed from a farrowing farm to a feeder
to finish farm after these calculations were made, however this should not be a problem
based on Steady State Live Weight (SSLW) calculations. I have made some pencil
calculations roughly figuring the -number of animals per lagoon. I suggest that you try and
contact Mr. Long for any questions you have that I have not answered.
Thanks, by the way, for sending me a copy of your Inspection forms for Onslow!
If we can help you in any other way, please let us know.
/dg
Memorandum for recorddoc

Sri s
State of North Carolina
Department of Environment,
Health and Natural Resources IWA
AIPIWA
Washington Regional Office
James B. Hunt, Jr., Governory E H N
Jonathan B. Howes, Secretary
Division of Soil & Water Conservation
January 10, 1997
Mr. Harry Tyson, DC
Natural Resources Conservation Service
Donald A. Halsey Agriculture Building
604 College Street
Jacksonville, NC 28540-5392
Dear Harry:
We have completed our assessment of the Double T Swine Farm in Richlands, North Carolina. In
order for the 650 sow farrow to finish operation to secure a certified waste management plan by
December 31, 1997 as required by the state's 15A NCAC 2H.0200 nondischarge regulation, we
recommend that the following items be addressed and implemented:
1. Raise top of dike of lagoon 1 to an elevation of 50.1 feet with some shaping of the wall
closest to building 14 (see site map). Sludge to be removed and properly land applied at
agronomic rates. Abandoned building and associated concrete must be removed from dike
wall.
2. Lagoon 2 is to be closed according to standards. All sludge is to be removed and either
used to seed the proposed lagoon 4, or properly land applied at agronomic rates. Waste
currently discharged to lagoon 2 from houses 1-6 will have to be re-routed with houses 1-4
routed to lagoon 4 through a 10 inch minimum transfer pipe with clean -outs installed every
75 feet. The waste from houses 5 & 6 to be routed to lagoon 3 through the 12-15 inch
transfer pipe connecting lagoons 1 & 3 (see site map). Install one 12-15 inch gate valve at
lagoon 1 with clean -outs to be Installed every 75 feet. To relieve treatment pressure on
lagoon 1, waste from houses 7, 8, and 20 will be re-routed from lagoon 1 to lagoon 3
through a 10 inch minimum transfer pipe plumbed into the lagoon 1 to 3 transfer pipe.
3. Maintain lagoon 3 top of dike at an elevation of 48.3 feet with reinforcement and shaping
of southeastern outside lagoon wall. Caution must be used to ensure shaping work is
done within the footprint of the existing lagoon with no encroachment of neighboring
wetlands.
4. Construct lagoon 4 in the proposed site according to standards and specifications (see
map for finished size specifications). A 10 inch transfer pipe with gate valve will be installed
at an elevation of 44.5 ft., connecting lagoons 3 and 4. A comprehensive soils investigation
will be required to determine suitability of the proposed site and suitability of the soils to
meet permeability (liner) requirements. Soil excavated from the site may be used to fill
1424 Carolina Avenue, Washington, North Carolina 27889 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer

/Harry Tyson
�nuary 10, 1997
Page 2
lagoon 2, raise lagoon 1 top of dike elevation, and reinforce outside dike wall of lagoon 3.
5. The well between the abandoned building and building 10 needs to be protected from
outside surface water contamination (e.g./chimney)
6. Inspect buildings, flush tanks, pipes, etc. for leakage and repair as needed.
7. Gutter buildings as needed to divert rain and surface water from lagoons and into
existing drainage system (see site map). Curb and gutter holding area's concrete pad at
southeast end of building 15 and divert surface water through transfer pipe under road and
into lagoon 1. Cover Missouri Houses (building 9) with "A" line roof and gutter, and divert
rainwater to drainage system. Shape, grade and construct grassed-waterways/diversions
around buildings 9, 10, 11, 12 and 14 to divert surface water to drop pipe at north ditch (see
site map).
8. Replace damaged waste collection boxes at ends of buildings 10, 11, 12 and 14 with
smaller collection boxes. Remove open concrete waste troughs to lagoon and replace with
10 inch minimum PVC transfer pipes. Repair or replace all other waste collection boxes as
needed.
9. Repair site's northeastern drainage ditch at road junction by stabilizing eroded area with
rock rip rap as shown on site map.
10. Waste treatment and storage volumes were calculated on a 90 day pump out schedule
for lagoons 1 & 3, with additional storage (180 day) calculated into lagoon 4. It may be
necessary to perform a nitrogen effluent budget. We did not assess the land application
system or address waste utilization since your staff will be handling these items.
11. Clean out existing ditch north of buildings 7, 8, & 14 to allow for surface water outlet
from building 9.
Please let us know if you and Mr. Trott concur with these recommendations or if you have any
questions concerning this assessment. Once we have your approval and the soils investigation
results as required in # 4, we will proceed with final design and construction specifications.
5aZ4 6 7�w=�Pe"
Claude Lon Pat Hooper
er p
Civil Engineering Technician Environmental Engineer I
Natural Resources Conservation Service Division of Soil & Water Conservation

CLIENTS
COUNTY
TODAYS
SITING
NUMBER
NUMBER
NUMBER
NUMBER
NUMBER
NUMBER
NUMBER
NUMBER
THIS DESIGN IS FOR A SINGLE STAGE SWINE LAGOON
NAME
DATE
LAW DISTANCES OKAY (YES OR NO) =>
OF PIGS WEANLING TO FEEDER
OF PIGS FEEDER TO FINISH =-=====>
OF SOWS FARROW TO WEANLING
OF SOWS FARROW TO FEEDER
OF SOWS FARROW TO FINISH
OF DEVELOPING GILTS
OF -STUD BOARS OR GESTATING SOWS >
OF YEARS OF SLUDGE ACCUMULATION >
(5 year minimum unless retrofit)
TROTT FARMS LAGOON 1
ONSLOW COUNTY
DECEMBER 12, 1996
Yes
0
0
0
0
275 X
0
0
0
TOP LENGTH AT NORMAL WATER LEVEL
TOP WIDTH AT NORMAL WATER LEVEL
NORMAL WATER LEVEL ELEVATION ==========>
SEASONAL HIGH WATER TABLE ELEVATION =-�>
LAGOON BOTTOM ELEVATION
Depth of Permanent Water 6.0
(minimum depth including sludge = 6 feet)
(maximum depth of sludge = 2 feet)
SIDE SLOPES
Permanent Volume Required 389675.0
Permanent Volume Provided 390046.0
ADDITIONAL DA W/O EVAP. (VEGETATED) _=_>
ADDITIONAL DA W/O EVAP. (NON-VEGET.) _=>
(i.e. feedlot & non -diverted area)
ADDITIONAL D. A. WITH EVAPORATION =====>
(i.e. pumpout pond)
LENGTH OF PUMPING CYCLE
GALLONS OF FRESH WATER ADDED DAILY
NORMAL RAINFALL FOR PUMPING CYCLE
PERCENT RUNOFF ON VEGETATED AREAS
PERCENT RUNOFF ON NON -VEGETATED AREAS ->
NORMAL EVAPORATION FOR PUMPING CYCLE _=>
25YR/24HR STORM RAINFALL
RUNOFF DEPTH FROM VEGETATED AREAS =====>
RUNOFF DEPTH FROM NON -VEGETATED AREAS =>
INCLUDE HEAVY RAIN (YES=1, NO=O)
FREEBOARD
592.0
FEET
124.0
FEET
46.7
FEET
46.7
FEET
40.7
FEET
feet
2.0:1
cubic feet
cubic feet
0 SQUARE FEET
1355 SQUARE FEET
0 SQUARE FEET
90 DAYS
0 GALLONS
11.7 INCHES
30 PERCENT
100 PERCENT
5.1 INCHES
8.0 INCHES
0.0 INCHES
0.0 INCHES
0 (NUMBER ONLY)
1.0 FEET
ESTIMATED TOP OF DAM ELEVATION ===--===> 50.1 FEET
Temporary Storage Volume Needed 178809.6 cubic feet
Temporary Storage Volume Provided 184501.2 cubic feet
Top of Dam Elevation =
Inside Dimensions of Lagoon at
Length 605.6 feet Width
ESTIMATED DEPTH TO PUMP =
Volume To Be Pumped
Volume for Estimated Depth =
Begin Pumping Elevation =
Stop Pumping Elevation =
50.1
Top of Dam
137.6
123256
128958
48.4
46.7
feet
feet
1.7 FEET
cubic feet
cubic feet
feet
feet

1. STEADY STATE LIVE WEIGHT
•0
afp 0
head
head
weanling to feeder x 30 lbs.
feeder to finishing x 135 lbs.
- 0
_ dso(p 0
lbs
lbs
0
sows
farrow to weanling x 433 lbs.
-- 0
lbs
0
sows
farrow to feeder x 522 lbs.
-- 0-lbs
275
sows
farrow -to finish x 1417 lbs.
_ 135 38.96--75
lbs
0
developing gilts x 150 lbs.
_ 0
lbs
0
stud
boars or gestating sows
- 0
TOTAL
STEADY STATE LIVE WEIGHT (SSLW)
- 389675
lbs
2. SLUDGE ACCUMULATION
Sludge accumulates at varying rates.
'0 pounds weanling to feeder x 0.25 -
0 pounds feeder to finishing x 0.25
0 pounds farrow to weanling x 0.17 --
0 pounds farrow to feeder x 0.17 -
389675 pounds farrow to finish x 0.25 =
0 pounds of developing gilts x 0.25 =
0 lbs.'of boar studs or gest. sows * 0.125=
TOTAL SLUDGE ACCUMULATION =
3. REQUIRED LIQUID VOLUME OF LAGOON
Design Treatment Volume varies by animal type.
0 pounds weanling to feeder x 1.0
0 pounds feeder to finishing x 1.0 =
0 pounds farrow to weanling x 0.67 =
0 pounds farrow to feeder x 0.67 -
389675 pounds farrow to finish x 1.0 =
0 pounds of developing gilts x 1.0 =
0 lbs. of boar studs or gest. sows * 1 =
TOTAL LIQUID VOLUME REQUIRED FOR LAGOON
TOTAL VOLUME FOR TREATMENT AND SLUDGE _
4. NORMAL LAGOON LIQUID LEVEL
0
cu.
ft.
0
cu.
ft.
0
cu.
ft.
0
cu.
ft.
97418.75
cu.
ft.
0
cu.
ft.
0
cu.
ft.
0 cu. ft.
0
cu.
ft.
0
cu.
ft.
0
cu.
ft.
0
cu.
ft.
389675
cu.
ft.
0
cu.
ft.
0
cu.
ft.
389675 cu. ft.
389675 cu. ft.
Maintain normal lagoon liquid level at elevation 46.7 feet
Construct lagoon bottom elevation 40.7 feet
Lagoon size for normal lagoon liquid volume using prismodial formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 DEPTH
2.0 2.0 2.0 2.0 6.0
AREA OF TOP
LENGTH *WIDTH =
592.0 124.0
AREA OF BOTTOM
Lb * Wb -
568.0 100.0
AREA OF MIDSECTION
(Lm * Wm) _
580.0 112.0
73408.0 (AREA OF TOP)
56800.0 (AREA OF BOTTOM)
64960.0 (AREA OF MIDSECTION)

5. DAM
CU. YD. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
73408.0 259840.0 56800.0 1.000
VOLUME OF LAGOON AT NORMAL LAGOON LIQUID LEVEL=90048.0 CU. FT.
VOLUME NEEDED = 389675.0 CU. FT.
THE SURFACE DIMENSIONS OF THE LAGOON AT NORMAL LIQUID LEVEL
ARE 592.0 FEET LONG BY .124.0 FEET WIDE
Place spoil as a continuous dam to elevation 50.1 feet.
6. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dam)
Length * Width =
605.6 137.6 83330 square feet
Additional Drainage Area Without Evaporation
Vegetated 0 square feet
Non -Vegetated 1355 square feet
Additional Drainage Area With Evaporation
0 square feet
TOTAL DA 84686 square feet
Pumping cycle to be 90 days.
6A. Volume of waste produced
0
head
weanling
to feeder x 0.5 gals/day -
0
gals/day
0
head
feeder
to
finishing x 2.3 gals/day =
0
gals/day
0
sows
farrow
to
weanling x 7.2 gals/day -
0
gals/day
0
sows
farrow
to
feeder x 8.0 gals/day --
0
gals/day
275
sows
farrow
to
finish x 23.0 gals/day -
6325
gals/day
0
developing
gilts
x 2.5 gals/day =
0
gals/day
0
stud
boars
or
gest. sows x 6.7 gals/day =
0
gals/day
TOTAL
VOLUME
OF
WASTE -
6325
gals/day
Volume =
6325 gals/day * 90
days in the
pumping
cycle
divided by 7.48 gallons per
cu. ft.
Volume = 76102.9 cubic feet
6B. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest
amount.
Excess rainfall (difference) =
6.6 inches
Volume = Volume from lagoon + volume from feedlots, etc + volume from
Volume = 47152.9 cubic feet

6C. Volume of fresh water added
This is the amount of fresh water used for washing floors or
volume of.fresh water used for a flush system. Flush systems
that recycle the lagoon water are accounted for in 6A.
Volume = 0 gallons/day * 90 days in pumping
cycle divided by 7.48 gallons per.cu. ft.
Volume =
0 cubic feet
6D. Volume of 25 year - 24 hour storm
Volume = Volume from lagoon + volume from -feedlots, etc + volume from
Volume = 55553.7 cubic feet
6E. Volume of "Heavy Rain"
Volume = Volume from lagoon + volume from feedlots, etc + volume from
Volume =
0.0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
6A.
76102.9
cubic
feet
of
waste
6B.
47152.9
cubic
feet
of
excess rainfall
6C.
0.0
cubic
feet
of
fresh wash water
6D.
55553.7
cubic
feet
of
25yr-24hr storm wate
6E.
0.0
cubic
feet
of
heavy rainfall
TOTAL TEMPORARY STORAGE 178809.6 cubic feet
7. DEPTH OF STORAGE REQUIRED (ABOVE NORMAL LIQUID ELEVATION OF LAGOON)
VOLUME OF TEMPORARY STORAGE WHEN TOP OF DAM IS 50.1 FEET ELEV.
AREA OF BOTTOM = 73408.0 sq. ft.
AREA OF TOP = 80373.8 sq. ft.
AREA OF MID -SECTION = 76867.8 sq. ft.
VOLUME PROVIDED = 184501.2 cubic feet
THE DIMENSIONS OF THE INSIDE EDGE OF THE DAM AT ELEVATION 50.1 FT.
ARE 605.6 FEET BY 137•.6 FEET
8. SET BEGIN PUMPING ELEVATION
PUMPED STORAGE VOLUME
6A. 76102.9 cubic feet of waste
6B. 47152.9 cubic feet of excess rainfall
6C. 0.0 cubic feet of fresh wash water
TOTAL PUMPED VOLUME = 123255.9 cubic feet
VOLUME AT ESTIMATED PUMPING DEPTH
AREA OF BOTTOM = 73408.0 sq. ft.
AREA OF TOP = 78323.0 sq. ft.
AREA OF MID -SECTION = .75854.0 sq. ft.
VOLUME PROVIDED = 128958.3 cubic feet
DESIGNED BY:
APPROVED BY:
DATE: DATE:

CLIENTS
COUNTY
TODAYS
SITING
NUMBER
NUMBER
NUMBER
NUMBER
NUMBER
NUMBER
NUMBER
NUMBER
THIS DESIGN IS FOR A SINGLE STAGE SWINE LAGOON
NAME
DATE
LAW DISTANCES OKAY (YES OR NO) =>
OF PIGS WEANLING TO FEEDER
OF PIGS FEEDER TO FINISH ===--==>
OF SOWS FARROW TO WEANLING
OF SOWS FARROW TO FEEDER
OF SOWS FARROW'TO FINISH
OF DEVELOPING GILT5
OF STUD BOARS OR GESTATING SOWS >
OF YEARS OF SLUDGE ACCUMULATION >
(5 year minimum unless retrofit)
TOP LENGTH AT NORMAL WATER LEVEL
TOP WIDTH AT NORMAL WATER LEVEL
NORMAL WATER LEVEL ELEVATION =--=======>
SEASONAL HIGH WATER TABLE ELEVATION
LAGOON BOTTOM ELEVATION
Depth of Permanent Water 9.5
(minimum depth including sludge = 6 feet)
(maximum depth of sludge = 2 feet)
SIDE SLOPES
Permanent Volume Required 415181.0
Permanent Volume Provided 416293.2
ADDITIONAL DA W/O EVAP. (VEGETATED) __=>
ADDITIONAL DA W/O EVAP. (NON-VEGET.)
(i.e. feedlot & non -diverted area)
ADDITIONAL D. A. WITH EVAPORATION
(i.e. pumpout pond)
LENGTH OF PUMPING CYCLE
GALLONS OF FRESH WATER ADDED DAILY
NORMAL RAINFALL FOR PUMPING CYCLE
PERCENT RUNOFF ON VEGETATED AREAS
PERCENT RUNOFF ON NON -VEGETATED AREAS =>
NORMAL EVAPORATION FOR PUMPING CYCLE
25YR/24HR STORM RAINFALL
RUNOFF DEPTH FROM VEGETATED AREAS
RUNOFF DEPTH FROM NON -VEGETATED AREAS =>
INCLUDE HEAVY RAIN (YES=1, NO=O)-_-=->
FREEBOARD
TROTT FARMS LAGOON 3
ONSLOW COUNTY
DECEMBER 12, 1996
Yes
0
0
0
0
293
0
0
0
399.0
FEET
134.0
FEET
44.5
FEET
44.5
FEET
35.0
FEET
feet
2.0:1
cubic feet
cubic feet
0 SQUARE FEET
0 SQUARE FEET
0 SQUARE FEET
90 DAYS
0 GALLONS
11.7 INCHES
0 PERCENT
0 PERCENT
5.1 INCHES
8.0 INCHES
0.0 INCHES
0.0 INCHES
0 (NUMBER ONLY)
1.2 FEET
ESTIMATED TOP OF DAM ELEVATION ========> - 48.5 FEET
Temporary Storage Volume Needed 156821.7 cubic feet
Temporary Storage Volume Provided 158179.3 cubic feet
Top of Dam Elevation = 48.5 feet
Inside Dimensions of Lagoon at Top of Dam
Length = 415.0 feet Width = 150.0 feet
ESTIMATED DEPTH TO PUMP = 2.1 FEET
Volume To Be Pumped = 115322 cubic feet
Volume for Estimated Depth = 117029 cubic feet
Begin Pumping Elevation = 46.6 feet
Stop Pumping Elevation = 44.5 feet

1. STEADY STATE LIVE WEIGHT
0
head weanling to feeder x 30 lbs. _
0
5
lbs
3075"0
head feeder to finishing x 135 lbs. _
0
lbs
0
sows farrow to weanling x 433 lbs. =
0
lbs
0
sows farrow to feeder x 522 lbs. =
0
lbs
293
sows farrow to finish x 1417 lbs. =
13S- 415181
lbs
0
developing gilts x 150 lbs. =
0
lbs
0
stud boars or gestating sows =
0
TOTAL STEADY STATE LIVE WEIGHT (SSLW) =
415181
lbs
2. SLUDGE ACCUMULATION
Sludge accumulates at varying rates.
0
pounds weanling to feeder x 0.25 =
0
cu.
ft.
0
pounds feeder to finishing x 0.25 =
0
cu.
ft.
0
pounds farrow to weanling x 0.17 =
0
cu.
ft.
0
pounds farrow to feeder x 0.17 =
0
cu.
ft.
415181
pounds farrow to finish x 0.25 =
103795.25
cu.
ft.
0
pounds of developing gilts x 0.25 -
0
cu.
ft.
0
lbs. of boar studs or gest. sows * 0.125=
0
cu.
ft.
TOTAL SLUDGE ACCUMULATION =
0
cu.
ft.
3. REQUIRED LIQUID VOLUME OF LAGOON
Design Treatment Volume varies by animal type.
0
pounds weanling to feeder x 1.0 =
0
cu.
ft.
0
pounds feeder to finishing x 1.0 -
0
cu.
ft.
0
pounds farrow to weanling x 0.67 =
.0
cu.
ft.
0
pounds farrow to feeder x 0.67 =
0
cu.
ft.
415181
pounds farrow to finish x 1.0 =
415181
cu.
ft.
0
pounds of developing gilts x 1.0 =
0
cu.
ft.
0
lbs. of boar studs or gest. sows * 1 -
0
cu.
ft.
TOTAL LIQUID VOLUME REQUIRED FOR LAGOON -
415181
cu.
€t.
TOTAL VOLUME FOR TREATMENT AND SLUDGE =
415181
cu.
ft.
4. NORMAL LAGOON LIQUID LEVEL
Maintain normal lagoon liquid level at elevation 44.5.feet
Construct lagoon bottom elevation 35.0 feet
Lagoon size for normal lagoon liquid volume using prismodial formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 DEPTH
2.0 2.0 2.0 2.0 9.5
AREA OF TOP
LENGTH *WIDTH =
399.0 134.0
AREA OF BOTTOM
Lb * Wb -
361.0 96.0
AREA OF MIDSECTION
(Lm * Wm) _
380.0 115.0
53466.0 (AREA OF TOP)
34656.'0 (AREA OF BOTTOM)
43700.0 (AREA OF MIDSECTION)

5. DAM
CU. YD. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
53466.0 174800.0 34656.0 1.583
VOLUME OF LAGOON AT NORMAL LAGOON LIQUID LEVEL=16293.2 CU. FT.
VOLUME NEEDED = 415181.0 CU. FT.
THE SURFACE DIMENSIONS OF THE LAGOON AT NORMAL LIQUID LEVEL
ARE 399.0 FEET LONG BY 134.0 FEET WIDE
Place spoil as a continuous dam to elevation 48.5 feet.
6. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dam)
Length * Width =
415.0 150.0 62250 square feet
Additional Drainage Area Without Evaporation
Vegetated 0 square feet
Non -Vegetated 0 square feet
Additional Drainage Area With Evaporation
0 square feet
TOTAL DA 62250 square feet
Pumping cycle to be 90 days.
6A. Volume of waste produced
0
head
weanling to feeder x 0.5 gals/day =
0
gals/day
0
head
feeder to finishing x 2.3 gals/day =
0
gals/day
0
sows
farrow to weanling x 7.2 gals/.day =
0
gals/day
0
sows
farrow to feeder x 8.0 gals/day =
0
gals/day
293
sows
farrow to finish x 23.0 gals/day -
6739
gals/day
0
developing
gilts x 2.5 gals/day =
0
gals/day
0
stud
boars or gest. sows x 6.7 gals/day =
0
gals/day
TOTAL
VOLUME OF WASTE =
6739
gals/day
Volume
= 6739 gals/day * 90 days in
the
pumping
cycle divided by 7.48 gallons per cu. ft.
Volume = 81084.2 cubic feet
6B. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest
amount.
Excess rainfall (difference) =
6.6 inches
Volume = Volume from lagoon + volume from feedlots, etc + volume from
Volume = 34237.5 cubic feet

6C. Volume of fresh water added
This is the amount of fresh water used for washing floors or
volume of fresh water used for a flush system. Flush systems
that recycle the lagoon water are accounted for in 6A.
Volume = 0 gallons/day * 90 days in pumping
cycle divided by 7.48 gallons per cu. ft.
Volume =
0 cubic feet
6D. Volume of 25 year - 24 hour storm
Volume = Volume from lagoon + volume from feedlots, etc + volume from
Volume = 41500.0 cubic feet
6E. Volume of "Heavy Rain"
Volume = Volume from lagoon + volume from feedlots, etc + volume from
Volume =
0.0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
6A.
81084.2
cubic
feet
of
waste
6B.
34237.5
cubic
feet
of
excess rainfall
6C.
0.0
cubic
feet
of
fresh wash water
6D.
41500.0
cubic
feet
of
25yr-24hr storm wate
6E.
0.0
cubic
feet
of
heavy rainfall
TOTAL TEMPORARY STORAGE 156821.7 cubic feet
7. DEPTH OF STORAGE REQUIRED (ABOVE NORMAL LIQUID ELEVATION OF LAGOON)
VOLUME OF TEMPORARY STORAGE WHEN TOP OF DAM IS 48.5 FEET ELEV.
AREA OF BOTTOM = 53466.0 sq. ft.
AREA OF TOP = 59561.0 sq. ft.
AREA OF MID -SECTION = 56482.2 sq. ft.
VOLUME PROVIDED = 158179.3 cubic feet
THE DIMENSIONS OF THE INSIDE EDGE OF THE DAM AT ELEVATION 48.5 FT.
ARE 415.0 FEET BY 150.0 FEET
8. SET BEGIN PUMPING ELEVATION
r
PUMPED STORAGE VOLUME
6A.
81084.2
cubic
feet of waste
6B.
34237.5
cubic
feet of excess rainfall
6C.
0.0
cubic
feet of fresh wash water
TOTAL PUMPED VOLUME =
115321.7
cubic
feet
VOLUME AT ESTIMATED PUMPING DEPTH
AREA OF
BOTTOM =
53466.0
sq. ft.
AREA OF
TOP =
58013.8
sq. ft.
AREA OF
MID -SECTION =
55722.2
sq. ft.
VOLUME
PROVIDED =
117029.0
cubic feet
DESIGNED BY:
APPROVED -BY,
DATE: DATE:

CLIENTS
COUNTY
TODAYS
SITING
NUMBER
NUMBER
NUMBER
NUMBER
NUMBER
NUMBER
NUMBER
NUMBER
THIS DESIGN IS FOR A SINGLE STAGE SWINE LAGOON
NAME
DATE
LAW DISTANCES OKAY (YES OR NO) =>
OF PIGS WEANLING TO FEEDER
OF PIGS FEEDER TO FINISH =======>
OF'SOWS FARROW TO WEANLING
OF SOWS FARROW TO FEEDER
OF SOWS FARROW TO FINISH
OF DEVELOPING GILTS
OF STUD BOARS OR GESTATING SOWS >
OF YEARS OF SLUDGE ACCUMULATION >
(5 year minimum unless retrofit)
TOP LENGTH AT NORMAL WATER LEVEL
TOP WIDTH AT NORMAL WATER LEVEL
NORMAL WATER LEVEL ELEVATION ==--==--==>
SEASONAL HIGH WATER TABLE ELEVATION =__>
LAGOON BOTTOM ELEVATION
Depth of Permanent Water 6.3
(minimum depth including sludge = 6 feet)
(maximum depth of sludge = 2 feet)
SIDE SLOPES =_-____=___-------------=-->
Permanent Volume Required 177125.0
Permanent Volume Provided 186040.8
ADDITIONAL DA W/O EVAP. (VEGETATED)
ADDITIONAL DA W/O EVAP. (NON-VEGET.)
(i.e. feedlot & non -diverted area)
ADDITIONAL D. A. WITH EVAPORATION =====>
(i.e. pumpout pond)
LENGTH OF PUMPING CYCLE
GALLONS OF FRESH WATER ADDED DAILY ====>
NORMAL RAINFALL FOR PUMPING CYCLE =--==>
PERCENT RUNOFF ON VEGETATED AREAS =====>
PERCENT RUNOFF ON NON -VEGETATED AREAS =>
NORMAL EVAPORATION FOR PUMPING CYCLE
25YR/24HR STORM RAINFALL
RUNOFF DEPTH FROM VEGETATED AREAS =====>
RUNOFF DEPTH FROM NON -VEGETATED AREAS =>
INCLUDE HEAVY RAIN (YES=I, NO=O) ======>
FREEBOARD
TROTT FARMS LAGOON 4
ONSLOW COUNTY
DECEMBER 12, 1996
Yes
0
0
0
0
100
0
0
5
235.0
FEET
155.0
FEET
44.5
FEET
44.2
FEET
38.2
FEET
feet
3.0:1
cubic feet
cubic feet
0 SQUARE FEET
0 SQUARE FEET
0 SQUARE FEET
180 DAYS
0 GALLONS
22.2 INCHES
0 PERCENT
0 PERCENT
13.1 INCHES
8.0 INCHES
0.0 INCHES
0.0 INCHES
0 (NUMBER ONLY)
1.0 FEET
ESTIMATED TOP OF DAM ELEVATION ==--====> 48.5 FEET
Temporary Storage Volume Needed 121599.4 cubic feet
Temporary Storage Volume Provided 122320.6 cubic feet
Top of Dam Elevation =
Inside Dimensions of Lagoon at
Length = 259.3 feet Width =
ESTIMATED DEPTH TO PUMP =
Volume To Be Pumped =
Volume for Estimated Depth =
Begin Pumping Elevation =
Stop Pumping Elevation =
48.5 feet
Top of Dam
179.3 feet
2.4 FEET
90604 cubic feet
94325 cubic feet
46.9 feet
44.5 feet

1. STEADY STATE LIVE WEIGHT
0
head
weanling
to feeder x 30 lbs.
- 0
lbs
1D�90
head
feeder
to
finishing x 135 ZbS. .
- iDu9 0
lbs
0
sows
farrow
to
weanling x 433 lbs.
= 0
lbs
0
sows
farrow
to
feeder x 522 lbs.
- 0
lbs
100
sows
farrow
to
finish x 1417 lbs.
= J•35-141700
lbs
0
developing
gilts
x 150 lbs.
= 0
lbs
0
stud
boars'or
gestating sows
- 0
• ,
TOTAL STEADY STATE LIVE WEIGHT (SSLW) - 141700 lbs
2. SLUDGE ACCUMULATION
Sludge accumulates at varying rates.
0
pounds weanling to feeder x 0.25 -
0
cu.
ft.
0
pounds feeder to finishing x 0.25 -
0
cu.
ft.
0
pounds farrow to weanling x 0.17 =
0
cu.
£t.
0
pounds farrow to feeder x 0.17 =
0
cu.
ft.
141700
pounds farrow to finish x 0.25 =
35425
cu.
ft.
0
pounds of developing gilts x 0.25 -
0
cu.
ft.
0
lbs. of boar studs or gest. sows * 0.125=
0
cu.
ft.
TOTAL SLUDGE ACCUMULATION =
35425
cu.
ft.
3. REQUIRED
LIQUID VOLUME OF LAGOON
Design Treatment Volume varies by animal type.
0
pounds weanling to feeder x 1.0 -
0
cu.
ft.
0
pounds feeder to finishing x 1.0 =
0
cu.
ft.
0
pounds farrow to weanling x 0.67 -
0
cu.
ft.
0
pounds farrow to feeder x 0.67 -
0
cu.
ft.
141700
pounds farrow to finish x 1.0 =
141700
cu.
ft.
0
pounds of developing gilts x 1.0 -
0
cu.
ft.
0
lbs. of boar studs or gest. sows * 1 =
0
cu.
ft.
TOTAL LIQUID VOLUME REQUIRED FOR LAGOON -
141700
cu.
ft.
TOTAL VOLUME FOR TREATMENT AND SLUDGE =
177125
cu.
ft.
4. NORMAL LAGOON LIQUID LEVEL
Maintain normal lagoon liquid level at elevation 44.5 feet
Construct lagoon bottom elevation 38.2 feet
Lagoon size for normal lagoon liquid volume using prismodial formula
SS/END1 SS/END2
3.0 3.0
AREA OF TOP
LENGTH *WIDTH =
235.0 155.0
AREA OF BOTTOM
Lb * Wb -
197.2 117.2
AREA OF MIDSECTION
(Lm * Wm) -
216.1 136.1
SS/SIDE1 SS/SIDE2 DEPTH
3.0 3.0 6.3
36425.0 (AREA OF TOP)
23111.8 (AREA OF BOTTOM)
29411.2 (AREA OF MIDSECTION)

5. DAM
CU. YD. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM) * DEPTH/6
36425.0 117644.8 23111.8 1.050
VOLUME OF LAGOON AT NORMAL LAGOON LIQUID LEVEL=86040.8 CU. FT.
VOLUME NEEDED = 177125.0 CU. FT.
THE SURFACE DIMENSIONS OF THE LAGOON AT NORMAL LIQUID LEVEL
ARE 235.0 FEET LONG BY 155.0 FEET WIDE
Place spoil as a continuous dam to elevation .48.5 feet.
6. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dam)
Length * Width =
259.3 179.3 46492 square feet
Additional Drainage Area Without Evaporation
Vegetated 0 square feet
Non -Vegetated 0 square feet
Additional Drainage Area With Evaporation
0 square feet
TOTAL DA 46492 square feet
Pumping cycle to be 180 days.
6A. Volume of waste produced
0
head
weanling
to feeder x 0.5 gals/day =
0
gals/day
0
head
feeder to
finishing x 2.3 gals/day, =
0
gals/day
0
sows
farrow to
weanling x 7.2 gals/day =
0
gals/day
0
sows
farrow to
feeder x 8.0 gals/day =
0
gals/day
100
sows
farrow to
finish x 23.0 gals/day =
2300
gals/day
0
developing
gilts
x 2.5 gals/day =
0
gals/day
0
stud
boars or
gest. sows x 6.7 gals/day =
0
gals/day
TOTAL
VOLUME OF
WASTE =
2300
gals/day
Volume
=
2300 gals/day * 180 days in
the
pumping
cycle
divided by 7.48 gallons per cu. ft.
Volume = 55347.6 cubic feet
6B. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest
amount.
Excess rainfall (difference) =
9.1 inches
Volume = Volume from lagoon + volume from feedlots, etc + volume from
Volume = 35256.8 cubic feet

6C. Volume of fresh water added
This is the amount of fresh water used for washing floors or
volume of fresh water used for a flush system. Flush systems
that recycle the lagoon water are accounted for in 6A.
Volume = 0 gallons/day * 180 days in pumping
cycle divided by 7.48 gallons per cu. ft.
Volume =
0 cubic feet
6D. Volume of 25 year - 24 hour storm
Volume = Volume from lagoon + volume from feedlots, etc + volume from
Volume = 30995.0 cubic feet
6E. Volume of "Heavy Rain"
Volume = Volume from lagoon + volume from feedlots, etc + volume from
Volume =
0.0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
6A.
55347.6
cubic
feet
of
waste
6B.
35256.8
cubic
feet
of
excess rainfall
6C.
0.0
cubic
feet
of
fresh wash water
6D.
30995.0
cubic
feet
of
25yr-24hr storm wate
6E.
0.0
cubic
feet
of
heavy rainfall
TOTAL TEMPORARY STORAGE 121599.4 cubic feet
7. DEPTH OF STORAGE REQUIRED (ABOVE NORMAL LIQUID ELEVATION OF LAGOON)
VOLUME OF TEMPORARY STORAGE WHEN TOP OF DAM IS 48.5 FEET ELEV.
AREA OF BOTTOM = 36425.0 sq. ft.
,AREA OF TOP = 43896.9 sq. ft.
AREA OF MID -SECTION 40077.2 sq. ft.
VOLUME PROVIDED = 122320.6 cubic feet
THE DIMENSIONS OF THE INSIDE EDGE OF THE DAM AT ELEVATION 48.5 FT.
ARE 259.3 FEET BY 179.3 FEET
8. SET BEGIN PUMPING ELEVATION
PUMPED STORAGE VOLUME
6A. 55347.6 cubic feet of waste
6B. 35256.8 cubic feet of excess rainfall
6C. 0.0 cubic feet of fresh wash water
TOTAL PUMPED VOLUME = 90604.4 cubic feet
VOLUME AT ESTIMATED PUMPING DEPTH
AREA OF BOTTOM = 36425.0 sq. ft.
AREA OF TOP = 42248.4 sq. ft.
AREA OF MID -SECTION = 39284.8 sq. ft.
VOLUME PROVIDED = 94325.1 cubic feet
DESIGNED BY:
APPROVED BY:
DATE: DATE:

Onslow Soil and Water Conservation District
Donald A. Halsey Ag. Bldg.
604 College Street
Jacksonville, NC 28540
Telephone: [phone] ext. 3
Fax: [phone]
Bill Norris
Department Head
Duaine Gurganus
Animal Operations Technician
Harry Tyson
District Conservationist
Donna Card
Administrative Secretary
TO: Mr, Dean Hunkele
Date: October 23, 2001
Re: Update on Double "T" Farms
Message
Mr. Hunkele,
We here at the Onslow Soil and Water Conservation District have been working
with the Trotts and Chris Smith of NRCS to clear up issues at the Double "T" Hog Farm,
and have been making progress.
The Trotts continue to remove some sludge by agitating before pumping and
irrigating. New markers have been set in the lagoons that show the correct/adjusted start
and stop pump liquid management levels for lagoons 1 and 3. Lagoons 3 and 4 are
connected with a pipe allowing pumping to take place from lagoon 3.
A new junction box has been built which carries effluent from houses number 10
and 11 to lagoon number 3. Effluent from houses 12 and 13 goes from the old junction
box to lagoon number 4.
A new cut-off valve has been installed between the old junction box and the new
junction box, which can be opened during emergency situations to allow houses 12 and 13
to flow into lagoon 3. By doing this, it allows extra temporary storage to be pumped in
lagoon number 4 when the cut-off valves are closed.
The existing dikes on lagoons number 1 and 3 have been built up to their correct
height, and a cutoff valve was also installed in the pipe that connects lagoons number 1
and 3, allowing each lagoon to function as an independent system.
Sincerely ,
Duaine K. Gurganus

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PS,Form 3811,)July 1999 f I I Domestic Return Receipt 102595.00-M-O952
r t

Michael F. Easley
Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Kerr T. Stevens, Director
Division of Water Quality
May 11, 2001
CERTIFIED MAIL # 7000 2870 00001709 6779
RETURN RECEIPT REQUESTED
Mr. Hal & Allen Trott
Double T Hog Farm
426 Gregory Fork Road
Richlands, NC 28574
Subject: Follow-up concerning Double T (57-57) lagoons
Dear Mr. Trott:
The information provided to me by Mr. Gurganus in his May 2, 2001 correspondence fails to address any
of the issues included in my original letter in April. Furthermore, it brings about more questions based on
the letter to Harry Tyson from Claude Long in January 1997 that he provided me.
The following issues must be addressed by you through the District office or other channels:
1. Was sludge removed from lagoon #1 per Mr. Long's letter? If not, why? If so, where are the
application records? If the sludge was not removed since it was an apparent issue, then the
situation can only be worse now. Thus, a sludge depth survey needs to be completed and plans
far an appropriate reduction developed.
2. Provide this office with a site map showing active houses that flow into each lagoon with the
capacity of each and a copy of stocking records for each house since the conversion. Use
lagoon design software to show appropriate volumes for the stocking levels shown.
3. Lagoons #1 and #3 are not operated as single stage lagoons per the lagoon designs submitted.
It appears that no valve is necessary between lagoons #3 and #4 since placement should be at
the stop pump level (48") per elevations. Shouldn't this valve always remain open for
equilibrium? If not, why?
s If the valve should remain open, the only marker needed will be in the structure that has
the lowest section of dike wall. In addition, the required freeboard level for this double
lagoon would have to account for the storm storage for these structures and lagoon #1
since lagoon #1 is maintained at a steady state level between 12-19" due to the gravity
drain system that is in use. What is that level based on the volume of 8" of rain falling
on all 3 lagoons?
Wilmington Regional Office
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Phone: [phone]
Fax: [phone]

F.
Mr. Hal & Allen Trott
May 11, 2001
Page 2
• If the valve between #3 and #4 is to remain closed most of the time, then #3 must be
able to account for storm storage for bo'kh itself and lagoon #1 in its required freeboard
level since lagoon #1 is maintained at a, steady state level between 12-19" due to the
gravity drain system that is use. What is that level based on the volume of 8" of rain
falling on structures #1 and #3?'
Otherwise, the gravity pipe system must be removed from lagoon #1 and a pipe installed
with a control (gate) valve at the stop pump elevation (46.7') or approximately 40-42" as
was indicated to be done by Mr. Long. This would allow the lagoon to be lowered to its
stop pumping point manually into lagoon #3 for irrigation purposes and to prepare for
hurricane season or winter.
4. Install new lagoon markers as needed with the appropriate lagoon level management gauge
markings and make sure grower is aware of new requirements.
The information needed to address these issues should be gathered as soon as possible and a plan
developed for all required modifications or changes along with a timetable for completion. Due to the
current drought situation, this provides for an optimal opportunity get this completed before we enter into
another hurricane season.
Failure to address these issues, will cause a Notice of Violation to be issued -and perhaps an enforcement
case initiated. In addition, it will be grounds for re -opening your Certificate of Coverage & General
Permit which could have additional monitoring requirements.
Please contact the Onslow County Soil & Water District office, Onslow County Cooperative Extension
office, Premium Standard Farms (Dogwood), or the NC Division of Soil & Water Conservation for
assistance in this matter. If you have any questions regarding this matter, please feel free to contact me
or Mr. Stonewall Mathis at 910-395-3900.
Sincerely,
Dean Hunkele
Environmental Specialist
"By copy of this letter to the,Division of Soil and -Water Conservation and your local District Soil
and Water Conservation,.DWQ is referring this facility for technical assistance."
Cc: Jeremy Hill, Premium Standard Farms
Duaine Gurganus, Onslow County Soil & Water Conservation
Diana Rashash, Onslow County Cooperative Extension
Patrick Fussell, -NC DSWC — Wilmington Regional Office
DWQ Non -Discharge Compliarice/Enforcement Unit
diNQtlll itml%gton_Animal_Eniles_6Z-57
S:IWQSIANIMALSIONSLOW12001\67-57 Trott Lagoon Follow-up Letter.wpd

�F W A r�9
fl �
April 2, 2001
Michael F. Easley
Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
CERTIFIED MAIL # 7000 2870 0000 1709 6748
RETURN RECEIPT REQUESTED
Mr. Hal & Allen Trott
Double T Hog Farm
426 Gregory Fork Road
Richlands, NC 28574
Subject: Lagoon Volumes & Required Freeboard Levels
Facility Number: 67-57
Onslow County
Dear Mr. Trott,
Kerr T. Stevens, Director
Division of Water Quality
This letter is being sent to you per my investigation into the status of your 3 lagoons as was discussed
during your routine inspection on March 28, 2001. 1 have reviewed the lagoon designs provided by you
or the Onslow County Soil & Water District office during your original permit application. Based upon
these designs, the markers should read:
Lagoon # Max. Level (Required Freeboard) Min. Level (Stop Pumping)
1 19 41
2 23 48
3 19 48
However, based upon our conversation, the amount of sludge build-up in Lagoon #1 may be too large for
the lagoon to function properly by not providing enough permanent storage. Also, based upon how these
structures are connected Lagoon # 1 to #2 by gravity and Lagoon #2 to #3 by manual valve, it is unclear
as to whether enough temporary storage as been calculated into these structures and required freeboard
levels. Lagoon #2 will require temporary storage for itself and Lagoon #1 if they stay connected with
Lagoon #1 having a steady state level. Furthermore, I am not completely sure that the 8 inch overflow
pipe is large enough to adequately transfer water between Lagoons 1 and 2 during a large storm event.
Wilmington Regional Office
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Phone: [phone]
Fax: [phone]

Hal & Allen Trott
April 2, 2001
Page 2
In case you were not aware, your current waste utilization plan states that the amount of your temporary
storage is 104 days, which means that you should need to remove this amount every 3 months or so.
This is considerably less than the vast majority of facilities that have 180 days of storage and will require
a higher level of management. It will most likely require winter applications during December -February
when most growers try to avoid doing so or can't apply due to wet conditions.
It appears that you have been lowering Lagoons 2 and 3 below designed permanent lagoon storage
levels which can decrease the effectiveness of the lagoon and can constitute a violation, As an
inspector, 1 do not believe that taking the lagoons 6 inches below the stop pumping level will hurt the
activity or be in violation depending on the time of year. Doing so in late October to better prepare for
winter or if a potential hurricane is coming would be reasonable. During my inspection, you had some
concern about the elevated level of your recent waste sample — this may be due to lowering the lagoon
to 72-85 inches as was indicated during the September 2000 visit by Soil & Water and the cold, dry
winter or sampling location/technique as we talked about.
Therefore, this office request that a complete analysis of all 3 lagoons be completed to address
the permanent & temporary storage capacities, required freeboard levels, and marker adjustment or
replacement if necessary. As part of this analysis, the following items need to be completed:
1. Sludge depth analysis and map of the two older lagoons especially Lagoon #1.
2. Plans for a sludge reduction if required to meet required permanent or temporary storage in
these structures.
3. A new lagoon design for each lagoon based upon the number of animals that actually contribute
waste to each specific lagoon as was previously done for your original Farrow -Finish operation. I
assume that fewer houses utilize Lagoon #1 since your retrofit which may help your situation.
Also, the design for Lagoon #2 (#3 per design) should be checked for errors such as Depth of
Permanent Water = 9.5 feet and total depth = 13.5 feet.
4. If Lagoon #1 is to be maintained at a steady state volume (12" or 19") -- it will require that
adequate temporary storage be addressed in Lagoon #2 for both lagoons.
5. Adequacy of the 8 inch overflow in Lagoon #1 with a plan for replacement if not or capping off if
it is no longer to be connected to Lagoon #2.
This information should be gathered and presented to this office by June 1, 2001 including a plan for any
modifications and a timetable for completion. Failure to address this issue, will cause a Notice of
Violation to be issued. In addition, it will be grounds to for re -opening your Certificate of Coverage &
General Permit which could have additional monitoring requirements.

Hal & Allen Trott
April 2,•2001
Page 3
Please contact the Onslow County Soil & Water District office, Onslow County Cooperative Extension
office, Premium Standard Farms (Dogwood), or the NC Division of Soil & Water Conservation for
assistance in this matter. If you have any questions regarding this matter, please feel free to contact me
or Mr. Stonewall Mathis at 910-395-3900.
Sincerely,
Dean Hunkele
Environmental Specialist
"By copy of this letter to the Division of Soil and Water Conservation and your
local District Soil and Water Conservation, DWQ is referring this facility for
technical assistance."
Cc: Jeremy Hill, Premium Standard Farms
Bill Norris, Onslow County Soil & Water Conservation
Diana Roshash, Onslow County Cooperative Extension
Patrick Fussell, NC DSWC — Wilmington Regional Office
DWQ_IVon-Discharge Compliance/Enforcement Unit
�DWQ Wilmington Animal Fil67=57
S:1WQSIANIMALSIONSLOW12001167-57 Trott Lagoon Letter.wpd

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■ Complete items 1, 2, and 3. Also complete
item 4 if Restricted Delivery is desired.
a Print your name and address on the reverse
so that we can return the card to you.
'■ Attach this card to the back of the mailpiece
or on the front if space permits.
1. Article Addressed to:
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2. Article
label)
A. biv y Print early} B. Date of Delive
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C. Signature
X ❑ Agent
�L.1/Lft ❑ Addressee
D. Is delivery address different h6m item 1? ❑ Yes
C IfLYES, enter delivery address below: ❑ No
3. S6NiZe Type
rtified Mail ❑ Express Mail
'K` ❑_Registered ❑ Return Receipt for Merchandise
❑ Insured Mail ❑ C.O.D.
47 Restricted Delivery? (Extra Fee) ❑ Yes
PS Form 3811, July 1999 Domestic Return Receipt 102595 99 M-1789

1
9fate of North Carolina
Department of Environment
and Natural Resources
Wilmington Regional Office
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Tommy Stevens, Director
Division of Water Quality
Certified Mail # Z 418 221335
Return Receipt Requested
Mr. Hal Trott -
Double T Hog Farm
426 Gregory Fork Road
Richlands, NC 28574
Dear Mr. Trott:
Vim:
aAijW
NCDENR
NORTH CAROLINA DeF'wrmeNT OF
EWvIRONMENT AND NATURAL RESOURCES
January 4, 2000
Subject: Notice of Deficiency
Double T Hog Farm
Facility Number: 67-57
Onslow County
On November 10, 1999, Ms. Pat Durrett with the Division of Water Quality (DWQ) from
the Wilmington Regional office conducted your annual compliance inspection. During her visit,
it was noted that you had changed your type of animal operation from a permitted 630 Farrow -
Finish to an unknown number of only Feeder to Finish. This notice is to inform you that you are
in violation of your General Permit AWS670057 issued in March 1999 for failing to notify and
obtain approval from DWQ for the proposed change prior to initiating such a change.
To correct this violation, the following items must be submitted to the Non -Discharge
Permitting Unit in Raleigh within 30 days of your receipt of this notice,
1) A letter to Sue Homewood indicating your desire to change the operation type and requesting
the re -issuance of a General Permit with this modification.
A new certification form completed by a technical specialist with the Onslow County Soil &
Water district office or Dogwood Farms.
3) A new waste utilization plan based on the new certification.
4) A letter from a technical specialist stating that the current lagoon system is adequate based on
Steady State Live Weight (SSLW) calculations.
127 Cardinal Drive Eit, Wilmington, North Carolina 28405 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post -consumer paper

Mir. Hal Trott
January 4, 2000
Page 2
Failure to provide the necessary items described above will cause DWQ to take further
action including the issuance of a Notice of Violation, permit revocation, and/or a civil penalty. If
you have any questions concerning this matter; please contact me in the Wilmington office at
[phone] or Ms. Sue Homewood in Raleigh at [phone] Ext, 571,
Sincerely,
Dean Hunkele
Environmental Specialist
Cc: Bill Norris, Onslow Co. Soil & Water Conservation
Bryan Spell, Dogwood Farms
Sue Homewood, DWQ Non -Discharge Permitting Unit
DWQ Operations Branch File
Wilmington Files
127 Cardinal Drive EZL, Wilmington, North Carolina 28405 Telephone 910-395,3900 FAX [phone]
An Equal Opportunity Afrumative Action Employer 50% recycled/10% post -consumer paper

State of North Carolina
Department of Environs
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
Hal Trott
Double T Hog Fann
426 Gregory Fork Road
Richlands NC 28574
Dear Hal Trott:
JAN 0 3 2g98
r
CDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
December 30, 1999
Subject: Fertilizer Application Recordkeeping
Animal Waste Management System
Facility Number 67-57
Onslow 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 Ioading 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, SLUR1, 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 ,
Kerr T. Stevens, Director
Division of Water Quality
cc:. Wilmington Regional Office
Onslow 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% recycled/10% post -consumer paper

State of North Carolina
Department of Environme
FCFIVED
and Natural Resources
JUN 0 6 z000
Division of Water Quality
BY:
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
May 26, 2000
Hal Trott
Double T Hog Farm
426 Gregory Fork Road
Richlands NC 28574
ALWIT4 •! W, A
•
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
Subject: Certificate of Coverage No. AWS670057
Double T Hog Farm
Swine Waste Collection, Treatment,
Storage and Application System
Onslow County
Dear Allen Trott:
In accordance with your application received on January 29, 2000, we are forwarding this Certificate of
Coverage (COC) issued to Hal Trott, 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 Double T Hog Farm, located in Onslow County, with an animal capacity of no
greater than 7000 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, and shall hereby void
Certificate of Coverage No. AWS670057 dated March 26, 1999. 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.
1617 Mail Service Center, Raleigh, NC 27699-1617 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

Certificate of Coverage AWS670057
Double T Hog Farm
Page 2
This COC is not automatically transferable. A name/ownership change application must be submitted to
the DWQ prior to a name change or change in ownership.
If any parts, requirements, or limitations contained in this COC are unacceptable, you have the right to
apply for an individual non -discharge permit by contacting the engineer listed below for information on
this process. Unless such a request is made within 30 days, this COC shall be final and binding.
The subject farm is located in the Wilmington Regional Office. The Regional Office Water Quality Staff
may be reached at [phone]. If you need additional information concerning this COC or the
General Permit, please contact Don Friday at [phone] ext. 533.
Sincerely,
YK
CeTrT. Stevens -
cc: (Certificate of Coverage only for all cc's)
Onslow County Health Department
Wilmington Regional Office, Water Quality Section
Onslow County Soil and Water Conservation District
Permit File
NDPU Files

Animal Facility and Permit Data
1
f
Permit Number: AWS670057
Owner: Hal Trott
Farm Name: Double T Hog Farm
Street: 426 Gregory Fork Road
City, State: Richlands NC Zip: 28574
Telephone: [phone]
Facility Contact: Allen Trott
State Reviewer: Dianne Thomas / Don Friday
Type of Application: Existing / General I Amended
Date App Rcvd: 1 /29/2000
End Stat App: 4/28/2000
Date Reviewed: 04/06/2000
Date Withdrawn:
Date Returned:
Date Denied:
Date Issued:
Comments: request to change optype.
Region: Wilmington
County: Onslow
Lat: 34.8833
Type of Operation: Swine
Reg Comm Reqs:
Reg Comm Rcvd:
Add Info Reqs:
Add Info Rcvd:
Ot Ag Com Reqs:
Ot Ag Com Rcvd:
Printed: 5/19/200
Long. 77.5694

New Expanded C:_�?
r
General Permit Review Sheet
Fac. No: -� Farm Name: V �� f 1 ! m Tate:
I. General Information:
❑-Start Date: ❑-Address
0-Physical Location (include map) 0-Integrator's Name NIA
❑-Date Lagoons / Houses sited:
❑-Owner Name'& Signature
[]-Certification
Date Certified:
❑ :Manager's Name and Signature NIA
❑-Site Map
II. Operat' n Info ( See Calcs Spreadsheet)-
mal capacity an type �QO� �� fo r"JAtsk -yearly volume of waste
;_tearlyP.4N -Land Re uirementsb1l 8 acres ❑- ields checked RYE e Q
9 ���
❑- d App. Map acreage>',, U-P acreage ;-t=CS
�ation Parameters N/A
L� rU'P signed Date:! !o� ❑-Lease ae-ree-ment TI_ Rea. Specs
IJIAN-NT Review:
0-Site Evaluation NIA Dater 0-Wetlands NIA
❑-Lazoon Volume Check ❑-SI ee Storage NIA ❑-OMP
a13
--Insect, Odor and Mortality Checklists
-Wettabl7Ac�r7esFLAGG�ED E IVIPT '\/. ❑-HB 515 Requirements N/A
o rn v
IV. Other:
0-Public Response ?\/A -existing on file none received
❑-Regional Response (check this if the RO has no problems)
❑-Compliance/Certification Problems (Site Insps & Corresp/Enf. Summary enclosed.)
none minor problems that do not require an individual
serious problems that require an individual permit
Comments: krit4o( km
1 — O p 4 V/- �t�.•r
2 f� bcfsz has 15,-733-1 as Li1om fo r CGS;

'� 63 0 �Ccrl'ow +o �_0 r 1a �aa�57
C)r, (,rf -�
5 calcsheetl
o fora fr wG s 6 30 �w r�;.�; to F LN
Swine Permits Calculation Sheet
Farm Number
67-57
nimcd Numbers
No
ALW (Ibs)Waste(gal/dl
Waste(gal/
Waste(tonslyr)
Wean to Feeder:
0
01
0
0
0
Feeder to Finish:
7000
945000
18900
6898500
13300
Farrow to Wean:
0
0
0
0
0
Farrow to Feeder:
0
0
0
0
0
Farrow to Finish:
0
OI
0
0
0
Boar / Stud:
90
0
Gilts:
0
0
0
0
_.,,,.,,.. O,
Totals:
7000
.945000
189001
6898500
�k
Lawon ulaffons�j
•..
Required Trt.
945000
cu ft
Sludge Storage
236250
cu ft
Temp Storage
454813
cu ft
080-day storage)
Total Capacity
1636063
cu ft
with sludge storage
Total Capacity
.1399813
cuff._: ;
wittiout.sludge storage
Ln r" a d Reau cements
S
Irrigated
roadcas-,ncorporatec
injected
I Yearly PAN
16100
14700
25900
28000
liquid
0
2590
3150
3360
sludge
12075
2-Stage redux
Total PAN:
1610
�17290
29050
31360
j�
OK
N MIAO: Land Needed
{Act
50
100 1
150
200
Irrigated
322
161
107
81
Broadca
346
173
115
86
Incorpor
581
291
194
145
Injected
627
314
209
157
250
1 300
350
400
Irrigated
641
54
46
40
Broadca
69
58
49
43
lncorp,
116
97
83
73
Injected
125
10,51
90
78
ol
Vh4t-414o re �as
atrc.+ � FiAiS�
a(tJ1�+[ �P•
Page 1

calcsheetl
Swine Permits Calculation Sheet
Farm Number
67-57
Anima! Numbers
No
IALW (lbs)Naske(gal/d
Woste(gal/y
woste(tons/yr)
Wean to Feeder:
0
01
0
0
0
Feeder to Finish:
.0
0
0
0
Farrow to Wean:
0
0
0
0
0
Farrow to Feeder
0
0
0
01
0
Farrow to Finish:
630
892710
18270
6668550
6237
Boar / Stud:
0
0
0
01
0
Gilts:
0
01
0
01
0
Totals:
6301
892710
182701
6668550
6237
Lagoon -Calculation
Required Trt.
892710
Cu ft
Sludge Storage
223178
cu ft
Temp Storage
439652
cu ft 'I
(180-day storage)
Total Capacity
1555540
cu ft
with sludge storage
Total Capacity
1332362
cu ft
without sludge storage
Land Reauiren2oDh
Irrigated
roadcas,ncor
orate
Injected
Yearly PAN
1 16380
15120
25830
28980
liquid
0
27091
3213
3528
sludge
1
12285
2-Stage redux
TotaIPAN:
16380
178291
29043
32508
N (lbMO: Land Needed_{Aa1
50
100
150
200
Irrigated
3281
164
109
82
Broadca
357
178
119
89
Incorpor
581
290
194
145
Injected
650
325
217
163
I
250 1
300
350 I
400
Irrigated
661
55
47
41
Broadca
71
59
51
45
Incorp.
116
97
83
73
Injected
130
108
93
81
Page 1

RECEIVED . pf
SF07ION
cUL3
----.JAN 2 9
-Non-Discho-rP P'901t> ng
4le-
zt �/,t -ij -v--, r,!
/-al

L
Animal Waste Management Plan Certification FED Q
(Please type or print all information that does not require a signature) J
General Information:
Name of Farm: Double T Hog Farm _ Facility No: 67 - 57
Owner(s) Name: Hal Trott Phone No: 910-324-4797
Mailing Address: 426 Gregory Fork Rd. Richlands NC 28574_
Farm Location: Fourteen Digit Hydrologic Unit: 03 03000 10 10010
Latitude and Longitude: 34° 53' 00" / 77' 34' 10" County: ONSLOW
Please attach a copy of a county road map with location identified and describe below (Be specific: road
names, directions, milepost, etc.): On Gregory Fork Rd. (SR1229)gpprox .3 miles SW of Gregory
CrossroadL% or the intersection -of SR 1225.
Operation Description:
Type of Swine
❑ Wean to Feeder
❑ Feeder to Finish
❑ Farrow to Wean
❑ Farrow to Feeder
❑ Farrow to Finish
No. ofAnimals Type of Poultry No. ofAnimals
Cl Layer
7000 ❑ Pullets
Other Type of Livestock k
Type of Cattle
Cl Dairy
C& Beef
No. ofAnimals
Number of Animals: _ __
Acreage Available for Application: 63.58 Required Acreage: 63.58
Number of Lagoons 1 Storage Ponds: 3 Total Capacity: 1,457,010.1 Cubic Feet (ft)
Are subsurface drains present on the farm: 'YES or Q 1�0>piease circle one)
If YES: are subsurface drains present in the area of the LAGOON or SPRAY FIELD (please circle one)
Owner / Manager Agreement
I (we) verify that all the above information is correct and will be updated upon changing. I (we) understand the operation and
maintenance.procedures established m the approved animal waste management plan for the farm named above and will implement
these procedures. I (we) know that any expansion to the existing design capacity of the waste treatment and storage system or
construction of new facilities will require a new certification to be submitted to the Division of Environmental Management before
the new animals are stocked I (we) understand that there must be no discharge of animal waste from the storage or application
system to surface waters of the state either directly through a man-made conveyance for from a storm event less severe than the 25-
year, 24-hr storm and there must not be run-off from the application of animal waste. I (we) understand that run-off of pollutants
from lounging and heavy use areas must be minimized using technical standards developed by the Natural Resources Conservation
Service. The approved plan will be filed at the farm and at the office of the local Soil and Water Conservation District I (we) know
that any modification must be approved by a technical specialist and submitted to the Soil and Water Conservation District prior to
implementation. A change in land ownership requires written notification to DEM or a new certification (if the approved plan is
changed) within 60 days of a title transfer.
Name of Land Owner; Lf , L "T V _ b l _j
Signature: Date:
Name of Manager (if different from owner):
r

Technical Specialist Certification
1 As a technical specialist designated by the North Carolina Soil and Water Conservation Commission
pursuant to 15A NCAC 6F .0005, 1 certify that the animal waste management system for the farm named
above has an animal waste management plan that meets or exceeds standards and specifications of the
Division of Environmental Management (DENT) as specified in 15A NCAC 2H.0217 and the USDA -Natural
Resources Conservation Service (NRCS) anchor the North Carolina Soil and Water Conservation
Commission pursuant to 15A NCAC 2H.0217 and 15A NCAC 6F .0001-.0005. The following elements are
included in the plan as applicable. While each category designates a technical specialist who may sign each
certification (SD, SI, WUP, RC, I), the technical specialist should only certify parts for which they are
technically competent.
H. Certification of Design
A) Collection Storage, Treatment System
Check the appropriate box
f3'Existing facility without retrofit (SD or WUP)
Storage volume is adequate for operation capacity; storage capability consistent with waste utilization
requirements.
❑ New, expanded or retrofitted facility (SD)
Animal waste storage and treatment structures, such as but not limited to collection systems, lagoons and ponds,
have been designed to meet or exceed the minimum standards and specifications.
Name of Technical Specialist (Please Print): Harry S. Tyson _
Affiliation: USDA - NRCS
Address (Agency): 604 College St. Jacksonville NC 28540-5392 Phone No.: [phone]
Signature: - Date: �3 1 2 can -
Or 01
B) Land Application Site (WUP)
The plan provides for minimum separations (buffers); adequate amount of land for waste utilization; chosen crop
is suitable for waste management; hydraulic and nutrient loading rates.
Name of Technical Specialist (Please Print): Harry S. Tyson
Affiliation: USDA - NRCS
Address (
Signature
C) Runoff Controls from Exterior Lots
Check the appropriate box
Orlacili1y without exterior lots (SD or WUP or RC)
This facility does not contain any exterior lots.
Phone No.: [phone]
Date: 2�3 r Z Qo
❑ Facility with exterior lots (RC)
Methods to minimize the run off of pollutants from lounging and heavy use areas have been designed
in accordance with technical standards developed by NRCS.
Name of Technical Specialist (Please Print): Harry S. Tyson
Affiliation: USDA - NRCS
Address (Agency): 604 College St. Jacksonville. NC 28540-5392 Phone No.: [phone]
Signature: Date: Z 13 1 Z.6 6 4_
AWC -- January 1,1997 % 2

D) Application and Handling Equipment
Check the appropriate box
❑ Existing or expanding facility with existing waste application equipment (WUP or I)
Animal waste application equipment specified in the plan has been either field calibrated or evaluated in
accordance with existing design charts and tables and is able to apply waste as necessary to accommodate the
waste management plan: (existing application equipment can cover the area required by the plan at rates not to
exceed either the specified hydraulic or nutrient loading rates, a schedule for timing of applications has been
established; required buffers can be maintained and calibration and adjustment guidance are contained as part of
the plan).
❑ New, expanded, or existing facility without existing w_ aste_application equipment for spray irrigation.
Animal waste application equipment specified in the plan has been designed to apply waste as necessary to
accommodate the waste management plan; proposed application equipment can cover the area required by the
plan at rates not to exceed either the specified hydraulic or nutrient loading rates; a schedule for tinting of
applications has been established; required buffers can be maintained; calibration and adjustment guidance are
contained as part of the plan).
❑ New, expanded. or existing facility without existing waste application equipment for land spreading
not us' ra . ' ion. (WUP or I)
Animal waste application equipment specified in the plan has been selected to apply waste as necessary to
accommodate the waste management plan; (proposed application equipment can cover the area required by the
plan at rates not to exceed either the specified hydraulic or nutrient loadmp rates; a schedule for timing of
applications has been established; required buffers can be maintained; calibration and adjustment guidance are
contained as part of the plan).
Name of Technical Specialist (Please Print)._, rc -Cv. f
Affiliation: f l.700 C'&. f: �'� [r : m,v s , ti �l 6 7o
Address (Agency): Phone No.:
Signature: Date:
E) Odor Control, Insect Control, Mortality Management and Emergency Action Plan (SD, SI, WUP,
RC or
The waste management plan for this facility includes a Waste Management Odor Control Checklist, an Insect
Control Checklist, a Mortality Management Checklist and an Emergency Action Plan. Sources of both odors and
insects have been evaluated with respect to this site and Best Management Practices to Minimize Odors and Best
Management Practices to Control Insects have been selected and included in the waste management plan. Both
the Mortality Management Plan and the Emergency Action Plan are complete and can be implemented by this
facility.
Name of Technical Specialist (Please Print): Harry S. Tyson
Affiliation: USDA - NRCS
Address (Agency): 604 College St. Jacksonville NC 28540-5392 Phone No.: [phone]
Signature: Date: LZQ d
F) Written Notice of New or Expandifny—Swine Farm
The following signature block is only to be used for new or expanding swine farms that begin construction after .tune 21,
1996. If the facility was built before June 21,1996, when was it constructed or last expanded
I (we) certify that I (we) have attempted to contact by certified mail all adjoining property owners and all property owners
who own property located across a public road, street, or highway from this new or expanding swine farm. The notice
was in compliance with the requirements of NCGS 106-805. A copy of the notice and a list of the property owners
notified is attached.
Name of Land Owner:
Signature: - Date:
Name of Manager (if different from owner):
Signature: Date:
AWC -- January 1, 1997 3

III. Certification of Installation
A) Collection, Storage, Treatment Installation
New, expanded or retrofitted facility+ (SI)
Animal waste storage and treatment structures, such as but not limited to lagoons and ponds, have been installed
in accordance with the approved plan to meet or exceed the minimum standards and specifications.
For existing facilities without retrofits, no certification is necessary.
Name of Technical Specialist (Please Print):
Affiliation:
Address (Agency): Phone No.:
Signature: Date:
B) Land Application Site (WUP)
Check the appropriate box
W"The cropping system is in place on all land as specified in the animal waste management plan.
❑ Conditional Approval: all required land as specified in the plan is cleared for planting; the cropping
system as specified in the waste utilization plan has not been established and the owner has committed
to establish the vegetation as specified in the plan by (month/day/year); the proposed
cover crop is appropriate for compliance with the waste utilization plan.
❑ Also check this box if appropriate .
if the cropping system as specified in the plan can not be established on newly cleared land within 30 days of
this certification, the owner has committed to establish an interim crop for erosion control.
Name of Technical Specialist (Please Print): Harry S. Tyson
Affiliation: USDA - NRCS
Address (Agency): 604 College St. Jacksonville NC 28540-5392 Phone No.: [phone]
Signature: - Date: - l = �Lypo
This following siguatu Llck is only to lie used when the boa for conditional approval in M. B above
has been checked.
I (we) certify that I (we) have committed to establish the cropping system as specified in my (our) waste
utilization plan, and if appropriate to establish the interim crop for erosion control, and will submit to DEM a
verification of the completion from a Technical Specialist within 15 calendar days following the date specified
in the conditional certification. I (we) realize that failure to submit this verification is a violation of the waste
management plan and will subject me (us) to an enforcement action from DEM.
Nacre of Land Owner (Please Print):
Signature;
Date:
Name of Manager (if different from owner):
Signature: Date:
AWC — January 1, 1997 4

C. Runoff Controls from Exterior Lots (RC)
Facility with exterior lots
Methods to minimize the run off of pollutants from lounging and heavy use areas have been installed as specified
in the plan.
Far facilities without exterior lots, no certi, f kation is necessary.
Name of Technical Specialist (Please Print): Harry S. Tyson
Affiliation: USDA - NRCS
Address (Agency): 604 College St. Jacksonville, NC 28540-5392 Phone No.: [phone]
Signature:_
Date:
D) Application and Handling Equipment Installation (WUP or I)
Check the appropriate block
❑ Animal waste application and handling uipment specified in the plan is on site and ready for use; calibration
and adjustment materials have been prov2d. to the owners and are contained as part of the plan
❑ Animal waste application and handling equipment specified in the plan has not been installed but the owner has
proposed Ieasing or third party application and has provided a signed contract; equipment specified in the
contract agrees with the requirements of the plan; required buffers can be maintained; calibration and adjustment
guidance have been provided to the owners and are contained as part of the plan.
❑ Conditional Approval: Animal waste application and handling equipments ifted in the plan has been
purchased and will be on site and installed by (month/day/year ; there is adequate storage to
hold the waste until the equipment.is installed and until the waste can be land applied in accordance with the
cropping system contained in the plan; and calibration and adjustment guidance have been provided to the
owners and are contained as part of the plan.
Name of Technical Specialist (Please Print): rQ locr t �1N;,n.r L hfas7�� lilg`---_f'L�ti
Affiliation: Cr,'ca7rao S'1X LAN _r'_./, PE a.v---OZ127
Address (Agency): Phone No.:
Signature: Date:
The following signature block is only to be used when the box for conditional approval in III. D above
has been checked.
1(we) certify that I (we) have committed to purchase the animal waste application and handling equipment as specified in
my (our) waste utilization plan and will submit to DEM a verification of delivery and installation from a Technical
Specialist within 15 calendar days following the date specified in the conditional certification. I (we) realize that failure
to submit this verification is a violation of the waste management plan and will subject me (us) to an enforcement action
from DEM.
Name of Land Owner (Please Print):
Signature:
Name of Manager (if different from owner):
Signature:
Date:
Date:
E) Odor Control, Insect Control and Mortality Management (SD, SI, WUP, RC or 1)
Methods to control odors and insects as specified in the Plan have been installed and are operational. The
mortality management system as specified in the Plan has also been installed and is operational.
Name of Technical Specialist (Please Print): Harry S. Tyson
Affiliation: USDA-NRCS
Address (Agency
Signature:
AWC —January 1, 1997
8540-5392 Phone No.:. 910 455-4472
Date: o
5

THIS DESIGN IS FOR A SINGLE STAGE SWINE LAGOON
CLIENTS NAME
COUNTY
TODAYS DATE
SITING LAW DISTANCES OKAY (YES OR NO) =>
NUMBER OF PIGS WEANLING TO FEEDER
NUMBER OF PIGS FEEDER TO FINISH --=====>
NUMBER OF SOWS FARROW TO WEANLING
NUMBER OF SOWS FARROW TO FEEDER
NUMBER OF SOWS FARROW TO FINISH =----__>
NUMBER OF DEVELOPING GILTS --------_--_>
NUMBER OF STUD BOARS OR GESTATING SOWS >
NUMBER OF YEARS OF SLUDGE ACCUMULATION >
(5 year minimum unless retrofit)
TROTT FARMS LAGOON 1
ONSLOW COUNTY
DECEMBER 12, 1996
Yes
0
. Q
0
0
0
0
0
TOP LENGTH AT NORMAL WATER LEVEL -_____>
592.0
FEET.
TOP WIDTH AT NORMAL WATER LEVEL =______>
124.0
FEET
NORMAL WATER LEVEL ELEVATION =_________>
46.7
FEET
SEASONAL HIGH WATER TABLE ELEVATION =__>
46.7
FEET
LAGOON BOTTOM ELEVATION -__-_----__---__>
40.7
FEET
Depth of Permanent Water 6.0
feet
(minimum depth including sludge = 6 feet)
(maximum depth of sludge = 2 feet)
SIDE SLOPES ___________________________>
2.0:1
Permanent Volume Required
ubic feet
Permanent Volume Provided 390048.0
c is feet
ADDITIONAL DA W/O EVAP. (VEGETATED) ===>
0
SQUARE
ADDITIONAL DA W/O EVAP. (NON-VEGET.) ==>
1355
SQUARE
(i.e. feedlot & non -diverted area)
ADDITIONAL D. A. WITH EVAPORATION =====>
0
SQUARE
(i.e. pumpout pond)
LENGTH OF PUMPING CYCLE ==_____________>
9
GALLONS OF FRESH WATER ADDED DAILY =___>
GALLONS
NORMAL RAINFALL FOR PUMPING CYCLE
11.7
INCHES
PERCENT RUNOFF ON VEGETATED AREAS
30
PERCENT
PERCENT RUNOFF ON NON -VEGETATED AREAS =>
100
PERCENT
NORMAL EVAPORATION FOR PUMPING CYCLE ==>
5.1
INCHES
25YR/24HR STORM RAINFALL
8.0
INCHES
RUNOFF DEPTH FROM VEGETATED AREAS =====>
0.0
INCHES
RUNOFF DEPTH FROM NON -VEGETATED AREAS =>
0.0
INCHES
INCLUDE HEAVY RAIN (YES=1, NO=O) __-__->
0
(NUMBER
FREEBOARD______________W__=___________>
1.0
FEET
ESTIMATED TOP OF DAM ELEVATION
50.1
FEET
Temporary Storage Volume Needed 1 6
cubic feet
Temporary Storage Volume Provided 84501.
cubic feet
Top of Dam Elevation = 50.1
feet
Inside Dimensions of Lagoon at Top of Dam
Length = 605.6 feet Width = 137.6
feet
ESTIMATED DEPTH TO PUMP =
1.7
FEET
Volume To Be Pumped = 123256
cubic feet
volume for Estimated Depth = 128958
cubic feet
Begin Pumping Elevation = 48.4
feet
Stop Pumping Elevation = 46.7
feet
.0)
3
5��,sy9.z
S.7 of �z,s
3 0, 8 36
1 �71 -313.1
��
FEET s?gy2
#
FEET p
FEET
ONLY)

'r.
1. 'STEADY STATE LIVE WEIGHT
0
head
weanling to feeder
x 30 lbs.
0
lbs
0
head
feeder to finishing
x 135 lbs. -
0
lbs
0
sows
farrow to weanling
x 433 lbs. --
0
lbs
0
sows
farrow to feeder x
522 lbs. =
0
lbs
275
sows
farrow to finish x
1417 lbs. =
389675
lbs
0
developing gilts x 150 lbs.
-
0
lbs
0
stud
boars or gestating
sows =
0
TOTAL STEADY STATE LIVE WEIGHT (SSLW) = 389675 lbs
2. SLUDGE ACCUMULATION
Sludge accumulates at varying rates.
0 pounds weanling to feeder x 0.25
0 pounds feeder to finishing x 0.25 =
0 pounds farrow to weanling x 0.17
0 pounds farrow to feeder x 0.17 �+
389675 pounds farrow to finish x 0.25 =
0 pounds of developing gilts x 0.25 -
0 lbs. of boar studs or gest. sows * 0.125=
TOTAL SLUDGE ACCUMULATION =
3. REQUIRED LIQUID VOLUME OF LAGOON
Design Treatment Volume varies by animal type.
0 pounds weanling .to feeder x 1.0 = '
0 pounds feeder to finishing x 1.0 =
0 pounds farrow to weanling-x 0.67 -
0 pounds farrow to feeder x 0.67 =
389675 pounds farrow to finish x 1.0 -
0 pounds of developing gilts x 1.0
0.lbs. of boar studs or gent. sows * 1 =
TOTAL LIQUID'VOLUME REQUIRED FOR LAGOON --
TOTAL VOLUME FOR TREATMENT AND SLUDGE -
4. NORMAL LAGOON LIQUID LEVEL
0 cu. ft.
0 cu. ft.
0 cu. ft.
0 cu. ft.
97418.75 cu. ft.
0 cu. ft.
0
0 cu. ft.
0 cu. ft.
0 cu. ft.
0 cu. ft.
0 cu. ft.
389675 cu. ft.
0 cu. ft.
0 cu. ft.
389675 cu. ft.
389675 cu. ft.
Maintain normal lagoon liquid level at elevation 46.7 feet
Construct lagoon bottom elevation 40.7 feet
Lagoon size for normal lagoon liquid volume using prismodial formul
SSJ END1 SS/END2
2.0 2.0
AREA OF TOP
LENGTH *WIDTH
592.0 124.0
AREA OF BOTTOM
Lb * Wb =
568.0 100.0
AREA OF MIDSECTION
(Lm * Wm) _
580.0 112.0
SS/SIDE1 SS/SIDE2 DEPTH
2.0 2.0 6.0
73408.0 (AREA OF TOP)
56800.0 (AREA OF BOTTOM)
64960.0 (AREA OF MIDSECTION)

5. DAM
CU. YD. = (AREA TOP ,+ (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
73408.0 259840.0 56800.0 1.000
VOLUME OF LAGOON AT NORMAL LAGOON LIQUID LEVEL =90048.0 CU. FT.,
VOLUME NEEDED = 389675.0 CU. FT.
THE SURFACE DIMENSIONS OF THE LAGOON AT NORMAL LIQUID LEVEL
ARE 592.0 FEET LONG BY 124.0 FEET WIDE
Place spoil as a continuous dam to elevation 50.1 feet.
6. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dam)
Length * Width
=
605.6 137.6
83330
square
feet
Additional Drainage Area
Without Evaporation
Vegetated
0
square
feet
Non -Vegetated
1355
square
feet
Additional Drainage Area
With Evaporation
0
square
feet
TOTAL DA
84686
square
feet
Pumping cycle to be
90
days.
6A. Volume of waste produced
0
head
weanling
to feeder x 0.5 gals/day =
0
gals/day
0
head
feeder to
finishing x 2.3 gals/day =
0
gals/day
0
sows
farrow to
weanling x 7.2 gals/day -
0
gals/day
0
sows
farrow'to
feeder x„8.0 gals/day -
0
gals/day
275
sows
farrow to
finish x 23.0 gals/day -- .6325
gals/day
0
developing
gilts
x 2.5 gals/day -
0
gals/day
0
stud
boars or
gest. sows x 6.7 gals/day =
0
gals/day
TOTAL
VOLUME OF
WASTE --
6325
gals/day
Volume
=
6325 gals/day * 90 days in
the
pumping
cycle
divided by 7.48 gallons per cu. ft.
Volume = 76102.9 cubic feet
68. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest
amount.
Excess rainfall (difference) = 6.6 inches
Volume = Volume from lagoon + volume from feedlots, etc + volume from
Volume = 47152.9 cubic feet

6C. Volume of fresh water added
This is the amount of fresh water used for washing floors or
volume of.fresh water used for a flush system, .Flush systems
that recycle the lagoon water are accounted for in 6A.
Volume = 0 gallons/day * 90 days in pumping
cycle divided by 7.48 gallons per cu. ft,
Volume = .0 cubic feet
6D. Volume of 25 year - 24 hour storm
Volume = Volume from lagoon + volume from feedlots, etc + volume from
Volume = 55553.7 cubic feet
6E. Volume of "Heavy Rain"
Volume = Volume from lagoon + volume from feedlots, etc + volume from
Volume = 0.0 cubic feet
TOTAL REQUIRED TEMPORARY
STORAGE
6A.
76102.9
cubic
feet
of
waste
6B.
47152.9
cubic
feet
of
excess rainfall
6C.
0.0
cubic
feet
of
fresh wash water
6D.
55553.7
cubic
feet
of
25yr-24hr storm wate
6E.
0.0
cubic
feet
of
heavy rainfall
TOTAL TEMPORARY STORAGE
178809.6
cubic
feet
7. DEPTH OF STORAGE REQUIRED (ABOVE NORMAL LIQUID ELEVATION OF LAGOON)
VOLUME OF TEMPORARY STORAGE WHEN TOP OF DAM IS 50.1 FEET ELEV.
AREA OF BOTTOM = 73408.0 sq.,.ft.
AREA OF TOP W 80373.8 sq. ft.
AREA OF MID -SECTION = 76867.8 sq. ft.
VOLUME PROVIDED = 184501.2 cubic feet
THE DIMENSIONS OF THE INSIDE EDGE OF THE DAM AT ELEVATION 50.1 FT.
ARE 605.6 FEET BY 137.6 FEET
8. SET BEGIN PUMPING ELEVATION
PUMPED STORAGE VOLUME
6A.
76102.9,cubic
feet of waste
6B.
47152.9
cubic
feet of excess rainfall
6C.
0.0
cubic
feet of fresh wash water
TOTAL PUMPED VOLUME =
123255.9
cubic
feet
VOLUME AT ESTIMATED PUMPING DEPTH
AREA OF BOTTOM = 73408.0 sq. ft.
AREA OF TOP = 78323.0 sq. ft.
AREA OF MID -SECTION = .75854.0 sq. ft.
VOLUME PROVIDED = 128958.3 cubic feet
DESIGNED BY:
DATE:
APPROVED BY:
DATE:

THIS DESIGN IS FOR A SINGLE STAGE SWINE LAGOON
CLIENTS NAME ________________W=-===_=__> TROTT FARMS LAGOON
COUNTY __ _____________________________> ONSLOW COUNTY
TODAYS DATE ---------------------___-____> DECEMBER 12, 1996
SITING
LAW
DISTANCES OKAY (YES OR NO) =>
Yes
NUMBER
OF
PIGS
WEANLING TO FEEDER =====>
0
NUMBER
OF
PIGS
FEEDER TO FINISH =___===>
q
NUMBER
OF
SOWS
FARROW TO WEANLING =--W->
0
NUMBER
OF
SOWS
FARROW TO FEEDER =----__>
0
NUMBER
OF
SOWS
FARROW TO FINISH
293
NUMBER
OF
DEVELOPING GILTS
0
NUMBER
OF
STUD
BOARS OR GESTATING SOWS >
0
NUMBER
OF
YEARS
OF SLUDGE ACCUMULATION >
0
(5
year
minimum unless retrofit)
TOP LENGTH AT NORMAL WATER LEVEL =_____> 399;0 FEET
TOP WIDTH AT NORMAL WATER LEVEL =__--__> 134.0 FEET
NORMAL WATER LEVEL ELEVATION ==========> 44.5 FEET
SEASONAL HIGH WATER TABLE ELEVATION =__> 44.5:FEET
LAGOON BOTTOM ELEVATION _______________> 35.0.FEET
Depth of Permanent Water 9.5 feet
(minimum depth including sludge = 6 feet)
(maximum depth of sludge = 2 feet)
SIDE SLOPES _____________ __ __.______> 2.011
Permanent Volume Required- 4 ubic feet
Permanent Volume Provided 416293.2 c bic feet
ADDITIONAL DA W/O EVAP. (VEGETATED) ___>
0
SQUARE FEET
ADDITIONAL DA W/O EVAP. (NON-VEGET.) __>
0
SQUARE FEET
(i.e. feedlot & non -diverted area)
ADDITIONAL D. A. WITH EVAPORATION =--==>
0
SQUARE FEET
(i.e. pumpout pond)
LENGTH OF PUMPING CYCLE _______________>
90
DAY
GALLONS OF FRESH WATER ADDED DAILY =___>0
GALLONS
NORMAL RAINFALL FOR PUMPING CYCLE _____>
11.7
INCHES
PERCENT RUNOFF ON VEGETATED AREAS=====>
0
PERCENT
PERCENT RUNOFF ON NON -VEGETATED AREAS =>
0
PERCENT
NORMAL EVAPORATION FOR PUMPING CYCLE ==>
5.1
INCHES
25YR/24HR STORM RAINFALL =_____________>
8.0
INCHES
RUNOFF DEPTH FROM VEGETATED AREAS =--==>
0.0
INCHES
RUNOFF DEPTH FROM NON --VEGETATED AREAS =>
0.0
INCHES
INCLUDE HEAVY RAIN (YES=1, NO=0)=--===>
0
(NUMBER ONLY)
FREEBOARD
1.2
FEET
ESTIMATED TOP OF DAM ELEVATION ==--====>
.48.5
FEET
Temporary Storage Volume Needed 1
ubic feet
Temporary Storage Volume Provide 58179.3
bic feet
Top of Dam Elevation = 48.5
feet
Inside Dimensions of Lagoon at Top of Dam
Length = 415.0 feet Width = 150.0 feet
ESTIMATED DEPTH TO PUMP
Volume To Be Pumped =
Volume for Estimated Depth
Begin Pumping Elevation =
Stop Pumping Elevation =
2.1 FEET
115322 cubic feet
117029 cubic feet
46.6 feet
44.5 feet
114 ? 93 . Z
/5 PL'l79.3
574��7z,.S
P
7
L�

1. STEADY STATE LIVE WEIGHT
0
head
weanling to feeder
x 30 lbs. =
0
lbs
0
head
feeder to finishing
x 135 lbs. --
0
lbs
0
sows
farrow to weanling
x 433 lbs. -
0
lbs
0
sows
farrow to feeder x
522 lbs. =
0
lbs
293
sows
farrow to finish x
1417 lbs. =
415181
lbs
0
developing gilts x 150 lbs.
=
0
lbs
0
stud
boars or gestating
sows =
0
TOTAL STEADY STATE LIVE WEIGHT (SSLW) = 415181 lbs
2. SLUDGE ACCUMULATION
Sludge
accumulates at varying rates,
0
pounds
weanling to feeder x 0.25 -
0
cu.
ft.
0
pounds
feeder to finishing x 0.25 =
0
cu.
ft.
0
pounds
farrow to weanling x 0.17 =
0
cu.
ft.
0
pounds
farrow to feeder x 0.17 =
0
cu.
ft.
415181
pounds
farrow to finish x 0.25 =
103795.25
cu.
ft.
0
pounds
of developing gilts x 0.25 -
0
cu.
ft.
0
lbs. of
boar studs or gest. sows * 0.125=
0
cu.
ft.
TOTAL SLUDGE
ACCUMULATION =
0
cu.
ft.
3.- REQUIRED LIQUID VOLUME OF LAGOON
Design Treatment Volume varies by animal
type.
0
pounds weanling to feeder x 1.0
-- 0
cu.
ft.
0
pounds feeder to finishing x 1.0
-- 0
cu.
ft.
0
pounds farrow to weanling x 0.67
= 0
cu.
ft.
0
pounds farrow to feeder x 0.67
- 0
cu.
ft.
415181
pounds farrow to finish x 1.0
- 415181
cu.
ft.
0
pounds of developing gilts x 1.0
- 0
cu.
ft.
0
lbs. of boar studs or gest. sows * 1
- 0
cu.
ft.
TOTAL LIQUID'VOLUME REQUIRED FOR LAGOON
= 415181
cu.
ft.
TOTAL VOLUME FOR TREATMENT AND SLUDGE
_ 415181
cu.
ft.
4. NORMAL LAGOON LIQUID LEVEL
Maintain normal lagoon liquid level at elevation 44.5 feet
Construct lagoon bottom elevation 35.0 feet'
Lagoon size for normal lagoon liquid volume using prismodial formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 DEPTH
2.0 2.0 2.0 2.0 945
AREA OF TOP
LENGTH *WIDTH
399.0 134.0
AREA OF BOTTOM
Lb * Wb -
361.0 96.0
AREA OF MIDSECTION
(Lm * Wm) _
380.0 115.0
53466.0 (AREA OF TOP)
34656.0 (AREA OF BOTTOM)
43700.0 (AREA OF MIDSECTION)

.CU. YD. _ (AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
53466.0 174800.0 34656.0 1.5$3
VOLUME OF LAGOON AT NORMAL LAGOON LIQUID LEVEL =16293.2 CU. FT.
VOLUME NEEDED = 415181.0 CU. FT.
THE SURFACE DIMENSIONS OF THE LAGOON AT NORMAL LIQUID LEVEL
ARE 399.0 FEET LONG BY 134.0 FEET WIDE
5. DAM
Place spoil as a continuous dam to elevation 48.5'feet.
6. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dam)
Length * Width -
415.0 150.0 62250 square feet
Additional Drainage Area Without Evaporation
Vegetated 0 square feet
Non -Vegetated 0 square -feet
Additional Drainage Area With Evaporation
0 square feet
TOTAL DA 62250 square feet
Pumping cycle to be 90 days.
6A. Volume of waste produced
0
head
weanling to feeder x 0.5 gals/day =
0
gals/day
0
head
feeder to finishing'x 2.3 gals/day =
0
gals/day
0
sows
farrow to weanling x 7.2 gals/day -
0
gals/day
.0
sows
farrow to feeder x 8.0 gals/day =
0
gals/day
293
sows
farrow to finish x 23.0 gals/day =
6739
gals/day
0
developing
gilts x 2.5 gals/day -
0
gals/day
0
stud
boars or gest. sows x 6.7 gals/day ='
0
gals/day
TOTAL
VOLUME OF WASTE =
6739
gals/day
Volume
= 6739 gals/day * 90 days in
the
pumping
cycle divided by 7.48 gallons per cu. ft.
Volume = 81084.2 cubic feet
6B. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest
amount.
Excess rainfall (difference) = 6.6 inches
Volume = Volume from lagoon + volume from feedlots, etc + volume from
Volume = 34237.5 cubic feet

6,C. Volume of fresh water added •�
This is the amount of fresh water used for washing floors or
volume of fresh water used for a flush system. Flush systems
that recycle the lagoon water are accounted for in 6A.
Volume = 0 gallons/day * 90 days in pumping
cycle divided by 7.48 gallons per cu. ft.
Volume = 0 cubic feet
6D. Volume of 25 year - 24 hour storm
Volume = Volume from lagoon + volume from feedlots, etc + volume frc
Volume = 41500.0 cubic feet
6E. Volume of "Heavy Rain"
Volume = Volume from lagoon + volume from feedlots, etc + volume frc
Volume =
0.0 cubic feet
TOTAL REQUIRED TEMPORARY
STORAGE
6A.
81084.2
cubic
feet
of
waste
6B.
34237.5
cubic
feet
of
excess rainfall
6C.
0.0
cubic
feet
of
fresh wash water
6D.
41500.0
cubic
feet
of
25yr-24hr storm wat
.6E.
0.0
cubic
feet
of
heavy rainfall
TOTAL TEMPORARY STORAGE
156821.7
cubic
feet
7. DEPTH OF STORAGE REQUIRED (ABOVE NORMAL LIQUID ELEVATION OF LAGOON)
VOLUME OF TEMPORARY STORAGE WHEN.TOP OF DAM IS 48.5 FEET ELEV.
AREA OF BOTTOM = 53466.0 sq. ft.
AREA OF TOP _` 59561.0 sq. ft.
AREA OF MID -SECTION = 56482.2 sq. ft.
VOLUME PROVIDED = 158179.3 cubic feet
THE DIMENSIONS OF THE INSIDE EDGE OF THE DAM AT ELEVATION 48.5 Fi
ARE 415.0 FEET BY 150.0 FEET
B. SET BEGIN PUMPING ELEVATION
PUMPED STORAGE VOLUME
6A. 81084.2 cubic feet of waste
6B. 34237.5 cubic feet of excess rainfall
6C. 0.0 cubic feet of fresh wash water
TOTAL'PUMPED VOLUME = 115321.7 cubic feet
VOLUME AT ESTIMATED PUMPING DEPTH
AREA OF BOTTOM = 53466.0 sq. ft.
AREA OF TOP = 58013.8 sq. ft.
AREA OF MID -SECTION = 55722.2 sq. ft.
VOLUME PROVIDED = 117029.0 cubic feet
DESIGNED BY:
APPROVED BY:
DATE: DATE:

. THIS DESIGN IS FOR A SINGLE STAGE SWINE LAGOON
CLIENTS NAME -____=_==___=_____________> TROTT FARMS LAGOON 4
COUNTY - ___--______ _______-_--_ --_> ONSLOW COUNTY '
TODAYS DATE DECEMBER 120-1996
SITING LAW DISTANCES OKAY (YES OR NO) =>
Yes
NUMBER OF PIGS WEANLING TO FEEDER =====>
0
NUMBER OF PIGS FEEDER TO FINISH =======>
0
NUMBER OF SOWS FARROW TO WEANLING =____>
0
NUMBER OF SOWS FARROW TO FEEDER =___=__>
0
NUMBER OF SOWS FARROW TO FINISH =--____>
100.
NUMBER OF DEVELOPING GILTS =___-___--___>
0
NUMBER OF -STUD BOARS OR GESTATING SOWS >
0
NUMBER OF YEARS OF SLUDGE ACCUMULATION >
5
(5 year minimum unless retrofit)
TOP LENGTH AT NORMAL WATER LEVEL =__=__>
235.0 FEET=
TOP WIDTH AT NORMAL WATER LEVEL =____=_>
155.0'FEET
NORMAL WATER LEVEL ELEVATION ==========>
44.5 FEET
SEASONAL HIGH WATER TABLE ELEVATION ===>
44.2 FEET
LAGOON BOTTOM ELEVATION _______________>
38,.2 FEET
Depth of Permanent Water 6.3
feet
(minimum depth including sludge = 6 feet)
(maximum depth of sludge = 2 feet).
SIDE SLOPES -__---___________.__________>
3.0:1
Permanent Volume Required
ub feet
Permanent Volume Provided (:1�136040_8
cubij feet'
ADDITIONAL DA W/O EVAP. (VEGETATED) __=>
0
SQUARE FEET
ADDITIONAL DA W/O EVAP. (NON-VEGET.) __>
0
SQUARE FEET
(i.e.,feedlot & non -diverted area)
ADDITIONAL D. A. WITH EVAPORATION =____>
0
SQUARE'FEET
(i.e. pumpout pond)
LENGTH OF PUMPING CYCLE __---___--____-__>
180-
DAYS
GALLONS OF FRESH WATER ADDED DAILY =_=_>
LONS
NORMAL RAINFALL FOR PUMPING CYCLE _____>
22.2
INCHES
PERCENT RUNOFF ON VEGETATED AREAS =____>
0
PERCENT
PERCENT RUNOFF ON NON -VEGETATED AREAS =>
0
PERCENT
NORMAL EVAPORATION FOR PUMPING CYCLE __>
13.1
INCHES
25YR/24HR STORM RAINFALL =---__-___-----__>
8.0
INCHES
RUNOFF DEPTH FROM VEGETATED AREAS =====>
0.0
INCHES
RUNOFF DEPTH FROM NON -VEGETATED AREAS =>
0.0
INCHES
INCLUDE HEAVY RAIN (YES=1, NO=O) __-___>
0
(NUMBER ONLY)
FREEBOARD ---________.-_________________->
1.0
FEET
ESTIMATED TOP OF DAM ELEVATION48.5 FEET
Temporary Storage Volume Needed cubic feet
Temporary Storage Volume Provide 122320.5 bic feet
Top of Dam Elevation = .5 feet
Inside Dimensions of Lagoon at Top of Dam
Length = 259.3 feet Width = 179.3 feet
ESTIMATED DEPTH TO PUMP =
Volume To Be Pumped =
Volume for Estimated Depth =
Began Pumping Elevation
Stop Pumping Elevation =
2.4- FEET
90604 cubic feet
94325 cubic feet
46.9•feet
44.5 feet
0y
/Z2�
3� o• 6

1. STEADY STATE LIVE WEIGHT
0 head weanling to feeder x 30 lbs.
0 head feeder to finishing X 135 lbs.
0 sows farrow to weanling x 433 lbs.
0 sows farrow to feeder x 522 lbs.
100 sows farrow to finish x 1417 lbs.
0 developing gilts x 150 lbs.,
0 stud boars or gestating sows
TOTAL STEADY STATE LIVE WEIGHT (SSLW) _
2. SLUDGE ACCUMULATION
Sludge accumulates at varying rates.
0 pounds weanling to feeder x 0.25 =
0 pounds feeder to finishing x 0.25 -
0 pounds farrow to weanling x 0.17 =
0 pounds farrow to feeder x 0.17 =
141700 pounds farrow to finish x 0.25 =
0 pounds of developing gilts x 0.25 =
0 lbs. of boar studs or gest. sows * 0.125=
TOTAL SLUDGE ACCUMULATION
3. 'REQUIRED LIQUID VOLUME OF LAGOON
0 lbs
0 lbs
0 lbs
0 lbs
141700 lbs
0 lbs
0
141700 lbs
0
cu.
ft.
0
cu.
ft.
0
cu.
ft.
0
cu.
ft.
35425
cu.
ft.
0
cu.
ft.
0
cu.
ft.
= 35425 cu: ft.
Design Treatment Volume varies by animal type:
0 pounds weanling to feeder x 1.0 =
0
cu.
ft.
0 pounds feeder to'finishing x 1.0 =
0
cu.
ft.
0 pounds farrow to weanling x 0.67 =
0
cu.
ft.
0 pounds farrow to feeder x 0.67 -
0
cu.
'ft.
141700 pounds farrow to finish x 1.0 --
141700
cu.
ft.
0 pounds of developing gilts x 1.0 --
0`cu.
ft.
0 lbs. of boar studs or gest. sows * 1 --
0
cu.
ft.
TOTAL LIQUID -VOLUME REQUIRED FOR LAGOON =
141700
cu.
ft.
TOTAL VOLUME FOR TREATMENT AND SLUDGE =
177125
cu.
ft.
4. NORMAL LAGOON LIQUID LEVEL
Maintain normal lagoon liquid level at elevation 44.5 feet
Construct lagoon bottom elevation 38.2 feet
Lagoon size for normal lagoon liquid volume using prismodial formul
SS/END1 SS/END2
3.0 3.0
AREA OF TOP
LENGTH *WIDTH =
235.0 155.0
AREA OF BOTTOM
Lb * Wb -
197.2 117.2
AREA OF MIDSECTION
(Lm * Wm) _
216.1 136.1
SS/SIDE1 SS/SIDE2 DEPTH
3.0' 3:0 6.3
36425.0 (AREA OF TOP)
23111.8 (AREA OF BOTTOM)
29411.2 (AREA OF MIDSECTION)

CU. YD. = (AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM) * DEPTH/6
36425.0 117644.8 23111.8 1.050
It
VOLUME OF LAGOON AT NORMAL'LAGOON LIQUID LEVEL=86040.8 CU. FT.
VOLUME NEEDED = 177125.0 CU. FT.
THE SURFACE DIMENSIONS OF THE LAGOON AT NORMAL LIQUID LEVEL
ARE 235.0 FEET LONG BY 155.0 FEET WIDE
5. DAM
Place spoil as a continuous dam to elevation 48.5 feet.
6. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dam)
Length * Width
259.3 179.3 46492 square feet
Additional Drainage Area Without Evaporation
Vegetated 0 square feet
Non -Vegetated 0 square feet
Additional Drainage Area With Evaporation
0 square feet
TOTAL DA 46492 square feet
Pumping cycle to be 180 days.
6A. Volume of waste produced
0 head weanling to feeder x 0.5 gals/day = 0 gals/day
0 head feeder to finishing x 2.3 gals/day = 0 gals/day
0 sows farrow to weanling x 7.2 gals/day = 0 gals/day
0 sows farrow=.to feeder x 8.0 gals/day = 0 gals/day
100 sows farrow to finish x 23.0 gals/day = 2300 gals/day
0 developing gilts x 2.5 gals/day - 0 gals/day-
0 stud boars or gent. sows x 6.7 gals/day = 0 gals/day
TOTAL VOLUME OF WASTE -- 2300 gals/day
Volume = 2300 gals/day * 180 days in the pumping
cycle divided by 7.48 gallons per cu. ft.
Volume = 55347.6 cubic feet
6B. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest
amount.
ERdt§s
Volume
- Volume
from layooti -I,
volume from feedlots, eta + volume from
Volume = 35256.8 cubic feet

Producer: Double T I log Farm
Location:
Address:
Telephone:
Type Operation:
Number of Animals.
(Design Capacity)
Storage Structure:
312 Greqgry Foik Rd.
Richlands, NC. 2f328574
910-324-5509_
Feeder to Finish
7000 Existing
Anaerobic Waste Treatment Lagoon
Application Method: Irrigation
The waste from your animal facility must be land applied at a specified rate to prevent
pollution of surface water and/or groundwater. The plant nutrients in the animal waste
should be used to reduce the amount of cornmercial fertilizer required for the crops in the
fields where the waste is to be applied. This waste utilization plan uses nitrogen as the
limiting nutrient. Waste should be analyzed before each application cycle and annual soil
tests are strongly encouraged so that all plant nutrients can be balanced for realistic yields
of the crops to be grown.
Several factors are important in implementing your waste utilization plan in order to
maximize the fertilizer value of the waste and to ensure that it is applied in an
environmentally safe manner:
1. Always apply waste based an the needs of the crop to be grown and the nutrient
content of the waste. Do not apply more nitrogen than the crop can utilize.
2. Soil types are important as they have different infiltration rates, leaching
potentials cation exchange capacities, and available water holding capacities.
3. Wind conditions should also be considered to avoid drift and downwind odor
problems.
This plan is based on the waste application method shown above. 'if you choose to change
methods in the future, you need to revise this plan. Nutrient levels for different application
methods are not the same.
The estimated acre needed to apply the animal waste is based on typical nutrient content
for this type of facility. Actual acreage requirements may be more or less and should be .
1

based on the waste analysis report from yQUr waste management facility. Attached you will
find information on proper sampling techniques, preparation, and transfer of waste samples
to the lab for analysis.
Provisions shall be made for the area receiving waste to be flexible so as to accommodate
changing waste analysis content and crop type. Lime must be applied to maintain pl•I in the
optimum range for specific crop production.
This waste utilization plan, if carried out, meets the requirements for compliance with 15A
NCAC 2H.0217 adopted by the Environmental Management Commission.
AMOUNT OF WASTE PRODUCED PER YEAR (gallons, ft', ons, etc.)
7000 animals x 1.9 tons wastelanimal/year = 13300 to s /year
AMOUNT OF PLANT AVAILABLE NITROGE (PAN) PRODUCED PER YEAR
7000 animals x 22.3 lb. PAN,'animal/year '16100 Ib . PAN/year
Applying the above arnount of waste is a big jots. You should plan time and have
appropriate equipment to apply the waste in a timely manner.
See attached map(s) showing the field(s) to be rased for the utilization of animal waste. The
following acreage will be needed -for waste application based on the crop to be grown and
the method of application:
f �!{ arat L5 r 5
J T r
lio-
E
�i r�Si� YV 1J I i

Table 1: ACRES OWNED BY PRODUCER
Tract
#
Field
#
Soil
Type
Crap code
App Method
Real.
Yield
Lbs. N
Per Ac
I`
Comm N
Per ac.
Acres
Lbs, AW
N
Utilized
Month Of
pplication
794
1
Ly
4.1
205
2.03
416.15
Apr -Au
794
2
Ly
FP
3.4
170
4.07
691.9
Sep -May
79'4
3
NoB
FP
2.6
130
4.9
637
�Ma
794
4
AuB
BP
4.1
205
2.06
422.3
A "-Au
794
5
AuB
BP
4.1 J
205
5.06
1037.3
r-Au
794
6
GoA
BP
4.9
245
10.13
2481.85
r-Au
794
7
NoB
FP
2.6
130 -
2.59
336.7
a -Ma
794
8
NoB
ESP
4.6
230
4.01
922.3
r Au
794
9
NoB
BP
4.6
230
1.13
259.9fA
r-Au
794
10
GoA
ESP
4.9
245�
13.04
3194.8r-Au
794
11
NoB
BP
4.6
230
6.95
1598.5r-Aug
795
•1
NoB
BH
6.1
305
7.61
2321.0r-Aug
79.4
-r1
SG
1
5()
2.03
101.579„4
--4-6
SG
1 �
50J�17.25
862.5
-Mar
794
795
- 8-1.1
-1
SG
SG
1
1
50 �
50
25.13
7.61
1256.5p-Mar
3 0.5 J
Sep -Mar
TOTAL
63.58
16920.8
l I I
yr `
•t � 1tFr ' �_� • 1 r.
+ r
IIjj it j(+
2.
r

6C. Volume of fresh water added
This is the amount•of fresh water used for washing floors or
volume of fresh water used for a flush system. Flush systems
that recycle the lagoon water are accounted for in 6A.
Volume = 0 gallons/day * 180 days in pumping
cycle divided by 7.48 gallons per cu. ft.
Volume = 0 cubic feet
6D. Volume of'25 year - 24 hour storm
Volume = Volume from lagoon + volume from feedlots, etc + volume f
Volume = 30995.0 cubic feet
6E. Volume of "Heavy Rain"
Volume = Volume from lagoon + volume from feedlots, etc + volume f
Volume = 0.0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
6A. 55347.6 cubic feet of waste
6B. 35256.8 cubic feet of excess rainfall
6C. 0.0 cubic feet of fresh wash water
6D. 30995.0 cubic feet of 25yr-24hr storm w
6E. 0.0 cubic feet of heavy rainfall
TOTAL TEMPORARY STORAGE 121599.'4 cubic feet
7. DEPTH OF STORAGE REQUIRED (ABOVE NORMAL LIQUID ELEVATION OF LAGOON)
VOLUME OF TEMPORARY STORAGE WHEN TOP OF DAM IS
48.5 FEET ELEV.
AREA OF BOTTOM =
36425.0
sq. ft.
AREA OF TOP =
43896.9
sq. ft.
AREA OF MID -SECTION =
40077.2
sq. ft.
VOLUME PROVIDED =
122320.6
cubic feet.
THE DIMENSIONS OF THE INSIDE EDGE OF THE DAM AT
ELEVATION 48.5
ARE 259.3
FEET BY
179.3 FEET
8. SET BEGIN PUMPING ELEVATION
PUMPED STORAGE VOLUME
6A.
55347.6
cubic feet of
waste
6B.
35256'.8
cubic feet of
excess rainfall
6C.
0.0
cubic feet of
fresh wash water
TOTAL PUMPED VOLUME
90604.4
cubic feet
VOLUME AT ESTIMATED PUMPING DEPTH
AREA OF BOTTOM =
36425.0
sq. ft.
AREA OF TOP =
42248.4
sq. ft.
AREA OF MID -SECTION =
39284.8
sq. ft.
VOLUME PROVIDED =
94325.1
cubic -feet
DESIGNED BY:
APPROVED BY:
DATE: DATE:

ONSLOW SOIL & WATER (;:ONSERVATION DIS rR1CT
DONALD A. HALSEY AG. BLDG.
604 COLLEGE STREET
JACKSONVILLE, NC 28540
PH # [phone] . FAX [phone] UIlt4100 .9:39AA1
FACILITY NUMBER: 67-57
WASTE NIANA{ rENIENT
for
DOUBLE "'I'" FARM
OPPRATOR CERTIFICATION NUMBER: 16836.& 16837

Table 2: ACRES WITH AGREEMENT OR LONG TERM LEASE
Tract
#
Field
#
Soil
Type
Crop Code
App Method
Real
Yield
Lbs. N
Per AC'j
Comm N
Per acre
Acres
Lbs: AW N
Utilized
Month of
Application
Total in
Table 2
Total in
Table 1
Total 63.58 16920.8
Amount
N- ced 16100
Surplus
r Deficit -820.8
!'This PAN Is from animal waste only. If nutrients from other sources such as commercial fertilizer are
applied, they must be accounted for. Total N must be based on the crop realistic yield expectation (RYE).
NOTE: Thp spplicrrtvr is cautioned that P and M may tw. over applied while meeting the N
mquirsments. Beginning in 1996, the Coeslal Zpr1e Mansarement Act will require rarmers in some
enstem counties or North Carolina to have n nfil ent managenrent plan that addresses all nutrients.
This waste utilization Alan only addresses N Tt Lo .
Acres shown in the preceding table(s) are considered to be the usable acres excluding
required buffers, filter strips along ditches, odd areas unable to be irrigated, and perimeter
areas riot receiving full application rates dire to equipment limitations. Actual total acres in
the fields listed may, and most likely will be, more than the acres shown in the tables.
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 pondinq occurs. This rate is limited by initial soil moisture
content, soil strischite, sail 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
in igation nor should the PAN applied exceed the nitrogen needs of the crop. -The amounts
shown in the table below are maximums if the soil is dry and conditions are at the optimum
for soil intake.
4

It is the responsibility of the producer and the land application system designer to ensure
that the application system is designed, Installed, and operated properly to avoid any runoff
of waste from the land applied to. Failure to observe the maximum recommended rates and
amounts of nitrogen shown in the tables may make this plan invalid.
Table 3: APPLICATION OF WASTE BY IRRIGATION PARAMETERS
Tract
#
Field
#
Soil
Type
Crop
Rate
Application
In/Hr.
Application
Amount In.
794
1
L
0.5
1.0
794
2
Ly
0.5
1.0
794
3
NoB
0.5
1.0
794
4
Au B
''
0.5
1.0
794
5
AuB
0.5
1.0
794
6
GoA
0.5
1.0
794
7
NoB
%
0.5
1.0
794
8
NoB
0.5
1.0
794
9
NoB
0.5 -
1.0
794
10
GoA
0.5
1.0
794
11
NoB
0.5
1.0
795
1
NoB
,
0.5
1.0
This is the maximum application amount allowed for the soil assuming the
arnount of nitrogen allowed for the crop is not over applied. In many
situations, the application amount shown cannot be applied because of the
nitrogen limitation. The maximrIm application amount shown can only be
applied under optimum soil conditions.
YOur facility is designed for 104 days of temporary storage and the temporary storage must
he removed on the average of once every 3 months. In no instance should the volume of
the waste stored in your structure be within the 25-year - 24 hour storm storage or one foot
of freeboard except in the event of the 25 year - 24 hour storm.
5

toil 7m?
It is the responsibility of the producer And waste applicator to ensure that the spreader
and/or irrigation equipment is operated properly to apply the correct rates to the scres
shown in Tables 1 and 2. Failure to apply the correct rates or nitrogen shown in the tables
may make this plan invalid.
If assistance is needed, 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 waste.
SLUDGE APPLICATION:
The waste utilization plan must contain provisions for periodic land application of sludge at
2gronomic 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 2590 pounds of PAN per year in the sludge.
If you remove the sludge every 5 years, you will have approximately 12950 pounds of PAN
to utilize. Assuming you apply this PAN to corn at the rate of 125 pounds of nitrogen per
acre, you will need 103.6 acres of land. Please be aware that these are only estimates of
the PAN and land needed. Actual requirements could vary by 25% or more depending on
your sludge analysis, soil types, crops, realistic yields, and application methods.
REQUIRED SPECIFICATIONS
Animal waste shall not reach surface waters of the state by runoff, drift, manmade
conveyances, direct application, or direct discharge during operation or land
application. Any discharge of waste, which reaches surface water, is prohibited by
state law. Illegal discharges are subject to assessment of civil penalties of $10,000
per day by the Division of Water Quality for each day the discharge continues.
2. There must be documentation in the design folder that the, producer either owns or,
has an agreement for use of adequate land on which to properly apply the waste. If
the producer does not own adequate land to properly dispose of waste, he/she shall
provide a copy of an. agreement with a landowner that is within a reasonable
proximity, allowing the producer the use of the land for waste application. 11 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
6

crop yields based on soil type, available moisture, historical date, climatic conditions,
and level of management, unless there are regulations that restrict the rate of
application for other nutrients.
4. Animal waste shall be applied to land erorling less than 5 tons per acre per year.
Waste may be spplied to land that is eroding at 5 or more tons, but less than 10 tons
per acre per year providing grass filter strips are installed where runoff leaves the
field. (See FOTG Standard 393 - Filter Strip and Standard 390 - Riparian Forest
Buffers.) These filter strips and forest buffers are in addition to "buffers" required by
UWQ.
5. Injecting the waste or disking after waste application can reduce odors. Waste
should not be applied when there is danger of drift from the irrigation field. -
0. When aninini 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 yrasslnnrl the waste may be broadcast provided the application does not
occur during a season prone to flooding. (See "breather and Climate err North
Carolina" for guidance.)
7. Liquid waste shall be applied at rates not to exceed the soil infiltration rate such that
runoff does not occur offsite or to surface waters and in a manner which does not
cause drift from the site during application. No ponding should occur in order to
control conditions conducive to odor and insects and provide uniformity of application.
8. Animal waste, shall not be applied to saturated soils, during rainfall events, or when
the soil surface is frozen.
9. Animal waste shall be applied on actively growing crops in such a manner that the
crop is not covered with waste to a depth that would inhibit growth. The potential for
salt damage from animal waste should also be considered.
10. 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 suitable winter cover crop planted to take up released
nutrients. Waste shall not be applied more than 30 days prior to planting of the crop
or forages breaking dormancy.
11. Any new swine facility sited on or after October 1, 1995 shall.comply with the
following: ,
• The outer perimeter of the land area onto which waste is applied from a lagoon
that is a component of a swine farm shall be at least 50 feet from any residential
7

property boundary and from any perennial stream or river (other than an irrigation
ditch or canal).
• Animal waste other than swine waste from facilities sited on or after October 1,
1995 shall not be applied closer than 25 feet to perennial waters. (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 producer.
14. Animal 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
vw7tland(s) by a discharge or by over -spraying. Animal waste may be applied to prior
converted cropland provided it has be,+n approved as a land application site by a
1-�,chnicsl specialist". Anirnai waste slrail not be applied on grassed waterways that
di--,..harge directly into watercourses. On ether grassed waterways, waste shall be
Applied at sgrorlornic rates in a manner that causes no runoff or drift from the site.
16. Domestic and industrial waste frorn trUr:k or other washdown facilities, showers,
toilets, sinks, etc., shall not be discharged into the animal waste management system.
17. A protective saver of :�l)propriate vegetation will be established on all disturbed areas
(laonon ernh-inkninnts, berms, pipe runs, e1c.). Areas shall be fenced as necessary,
to protect vegetation. Vegetation SUCK ;is trees, shrubs, and other woody species,
eta,., are limited to areas where considered appropriate. Lagoon areas should be kept
mowed and accessible. Berms and structures should be inspected regularly for
evidence of erosion, leakage, or discharge.
18. If animal prodrrctian st the facility is to be suspended or terminated, the owner is
responsible for obtaining and implementing a "closure plan" which will eliminate the
possibility of an illegal discharge, pollution and erosion.
19. Waste handling structures, piping, pumps, reels, etc., should be inspected on a
regular basis to prevent breakdowns, leaks, and spills. A regular maintenance
checklist should be kept on site.
20. Animal waste can be used in a rotation that includes vegetables and other crops for
8

OR�Li�lT'I-::/
direct human consumption. However, if animal waste is used on crops for direct
human consumption it should only be applied preplant with no further applications of
animal waste during the crop growing season.
21. Highly visible markers shall be installed to mark the top and bottom elevations of the
temporary storage (pumping volume) of all waste treatment lagoons. Pumping shall
be managed to maintain the liquid level between the markers. A marker will be
required to mark the maximum storage volume for waste storage ponds.
22. Waste shall be tested within 60 days of utilization and soil shall be tested at least
annually at crop sites where waste products are applied. Nitrogen shall be the rate -
determining element. Zinc and copper levels in the soils shall be monitored and
alternative crop sites shall be used when the metals approach excessive levels.
Acidity levels (pH) shall be adjusted for optimum crop production and maintained.
Soil and waste anslysis records shall he kept for five (5) years. Poultry dry waste
application records shall be maintained for three (3) years. Waste application records
for all other waste shall be maintained for five (5) years.
23. Dead animals will be disposed of in a manner that meets North Carolina regulations.
NARRATIVE OF OPERATION:
rd

ICY 1V9T
1 i'1
I! Y
�f WASTE UTILIZA....:
SVY f W
WASTE U'riLIZAT ION PLAN AGREEMENT
I (We) widerstand and will follow and implement the specifications and the operation and
maintenance procedures established in the approved animal waste utilization plan for the
farm named above. I (we) know that any expansion to the existing design capacity of the
waste treatment and storage system or construction of new facilities will require a new
utilization plan and a new certification to be submitted to the North Carolina Division of
Water Quality (NCDWQ) before the new animals are stocked. I (We) also understand that
there must be no discharge of animal waste from this system to surface waters of the state
from a storm event less severe than the 25 year- 24 hour storm. The approved plan will be
filed on -site at the farm office and at the office of the local Soil and Water Consentation
District arid will be available for review by DWQ upon request. Failure to comply with the
Waste Utilization Plan may require any cost share funds to be refunded to their source.
Name of Facility Owner (please print): Alien Trott I 14 A L-, t n 10. `r
Signature: �L,� Date:
Name of Manager (if different from owner):
Signature: Date:
Where owners of animal operations do not have adequate amounts of land to apply the
waste, the producer must provide a written agreement whereby another landowner has
agreed to land apply or allow land appiication on his or her land. The attached agreement
may be used or some other documentation may be provided.
,ADJACENT LANDOWNER AGREEMENT
I, understandl that Mr./Mrs. _
does not have aniple land to apply the animal waste produced from his/her animal
operation. I agree and give permission for Mr./Mrs.
apply animal waste from his Waste System on acres of my land for the duration
of time shown below.
further understand that this waste contains, nitrogen, phosphorous, potassium, and other
nutrient elements and when properly applied should not hartrt may land or crops. I also
understand that the use of this animal waste will reduce my steed for commercial fertilizer.
Term of Agreement:
19 to , 20
(minimum or Ten ycr�rs on Cost Shired Items)
(See Specftatiorr No. 2)
Recipient Landowner (please print):
10

1W IM
r
i n r f R
��4►� \,SI NE OPERA TI �i lr"iReyjt?kr fl. S r-? a' 1 ti�i. i
Signature: _ Date:
PLAN APPROVAL
Name of Technical Specialist (please print): Harry Tyson
Affiliation (Agency): NRCS
Address: 604 College Street
Jacksonville, NC. 28540
Signature: ;`�~"c"G 1 11 i. ��! Date: �� 66 0
% S'l1rCD3UAf3U FiEViEbV
SWCD Representative (please print):
Signature: Date:

(check which methods are being/to be implemented)
SS Ourial three feet benenth 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.
SS Complete incineration.
P# lit the Case of-deod poultry only, placing in a disposal pit of a size and design
approved by the North Carolina Department of Agriculture.
¢� nny method which in the professional opinion of the State Veterinarian would make
po ,sihie the snlvage of part of a dead animat's value without endangering human
or animal Health. (Written approval of the State Veterinarian must be attached).
}
r >
•J
Fl1e: C:1Wndows'Pweorv9W2O Mwtellty M arupamffg Metods.doe
4 Doewnber, M? S ti
Page 1 of 1

TELEPHONE NUMBERS
DWQ 919-946-6481
EMERGENCY MANAGEMENT SYSTEM 910-347-4270
SWCD 910-45 5-4472
NRCS 910-4554472
This plan will be implemented in the event wastes from your operation are leaking.
overflowing, or running Gaff site. You should not wait until wastes reach surface waters or
leave your property to consider that yori have a problem. You should make every effort to
ensure this does scat happen. _posted in an accessible location for
all em llo eel the facility. The following are some action items you should take.
I. Stop the release of wastes. Dependhig on the situation, this may or may not be
possible. Suggested responses to sorrre possible situations are listed below.
A. Lagoon overflow -actions include:
1, Add soil to berm the increase elr wi ion of dam.
7. Pump waste to fields at an acceplable rate.
3. Stop all flows to the lagoon immediately.
4. Call a laumping contractor.
5, Make sure no surface water is entering lagoon.
8. riunoff from waste :application field --ctions include:
1. Immediately stop waste application.
>. Create a temporary diversion to contain waste
;. Incorporate waste to reduce runoff.
�. Evaln:ale and eliminate the reason(s) that caLlSed the runoff.
5. Evaluate the application rates for the fields where runoff occurred.
C. Leakage from the waste pipes anti sprinklers - actions Include:
1. Stop recycle pump.
2. Stop irrigation pump.
3. Close valves to eliminate further discharge.
4. Repair all leaks prior to restarting pumps.
D. Leakage from flush systems, houses, solid separators -actions include:
1. Stop recycle pump.
2. Stop irrigation plump.
3. Make sure no siphon Occurs.
4. Stop all flows in the house, flush systerns, or solid separators.
5. Repair all leaks prior to restarting pumps.
Page 1 of 3

E. Leakage from base or sidawall of lagoon. Often this is seepage as opposed
to flowing leaks - actions Include:
1. Dig a small well or ditch to catch all seepage, put in a submersible pump, and
pump back into lagoon.
2. If holes are caused by burrowing animals, trap or remove animals, fill holes and
compact with a clay type soil.
3. Have a professional evaluate the condition of the side walls and lagoon bottom
as soon as possible.
II. Assess the extent of the spill and note any obvious damages.
A. Did waste reach any surface waters?
B. Approximately, how much was released and for what duration?
C. Note any damage, 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?
Ill. Contact appropriate agencies.
A. During normal business hours, tail your DWQ (Division of Water Quality) regional
office; phone [phone]'1. After hours, emergency number: 919-733-3942, Your
phone (all should include: your nnme, facility, telephone number, the details of the
incident from irern II above, the exact location of the facility, the location or'd:rection
of movement of the spill, wrPalher nod wind conditions. The corrective measures
that have been undertaken, and the seriousness of the situation.
B. If the spill leaves the prope, ty or enters surface waters, call local EMS Phone
number 910-347-4270.
C. Instruct EMS to contact local Heallh Department.
D. Contact CES, Phone number 910-455-5873, local SWCD Office phone number 910
455-4472, and local NRCS office for adviceitechnical assistance phone number
910-455-4472.
IV. If none of %lip above works rail 911 or the Sheriffs Department and explain your
problem to them acid ask that person to contact the proper agencies for you.
V. Contact the contractor of your choice to begin repair of the problem to minimize
off -site damage.
A. Contractor's Name:
Page 2 of 3

B. Contractor's Address:
C. Contractor's Telephone:
Vl. Contact the Technical Specialist who certified the lagoon (NRCS, Consulting
Engineer, etc.)
A. Name: 1% (. Li / V!6AI CA wcsI
r
B. Telephone: /6) SS q ZZ
ViI. Implement procedurea as advised by VWq and technical assistance agencies to
mcury the damage, repair they system, and ranssess the waste management plan
to keep problems with release of wastes from happening again.
C:WrKb%"%Pw3mi4fO.C2OMErnmTxM Arlfon 1`Ien.doe
10Norrmber, 1997

Lagoons and Pits • Crusted Solids Maintain lagoons, settling basins and pits
where pes: breeding is apparent to minimize
the crusting solids to a depth of no more
than E - 6-inches ove- more than 30% of
surfac-e.
Excessive Vegetative Decaying Vegetation FQ Maintain vegetative control along banks of
GrovAh lagoons and other impoundment's to prevent
. accumulation of decaying vegetative matter
along wratefs edge on impoundment's perimeter.
Dry, Systems
Feeders . Feed Spillage v Desian, o:Trate an maintain feed systems
(E.g., bunkers and troughs) to minimize the
a:cumulation of de saying waste.
EIr Ciean up spillage on a routine basis (e.g. 7 - 10
day interval during summer; 15 - 30 day interval
during winter).
Paoe 1 of 3

Source
Cause , ' : " BMP's to Control Insects
Site Specific Pradices_ ,
' Feed Storage:' ':
Accumulation of feed residues: Reduce moisture accumulation within and
ri
1 ,
around immediate perimeter of feed storage
`S
"-
areas by insuring drainage away from site
.�-Z
and/or adequate containment (e.g.,
providing
covered bin for brewer's Grain and similar high
Animas Holding Areas . Accumulations of animal wastes
and feed wastage
[dmoisture grain products).
inspect for and remove Or breakup
accumulated solids in filter strips around feed
gm age as needed.
T' Eliminate1cm- areas tha; trap moisture along
fences and other lo:afons v,here wzste
PnMa
umulates and disturbance by animals is
imal.i Main fence rows and lifter ships around
animal holding areas to minimize accumulations
of wastes (i.e., inspect for and remove cr break
up a=umulated solids as needed).
Dry Manure Handiing Accumulations of animal wastes ❑ Remove spillage on a routine basis (e.g., 7 - 10
Systems day intervai during summer; 15 - 30 day interval
during winter", where manure is loaded for land
application o, disposal.
❑ Provide for adequate drainage around manure
stockpiles.
Page 2 of u

a
file C 5L �hrv�orv�L�an_ ^Q j�1ye Cor4coi ChwstCx
4 p4CB;nt*% 1297
Page 3 of 3

Source
Cause
BMP's to Minimize Odor Site Specific Practices
Farmstead
•
Swine ProduC ion
jJ getative or wooded buffers;
ecommended best management practices, ;
TrIood judgment and common sense.
Animal body surfaces
•
Dirty manure -covered animals-
EDry Floors
Floor su aoes
•
Wet manure -covered floors,
LV lotted ioors;
Waterers to sated over slotted floors; r -
eeders at high end of solid floors;
❑L8
rape manure buildup from floors;
[Inderfloor ventilation for drying
fllanun= collectio^ pies
&
Urine;
V Fre ;uen` manure removal by flush, pit
•
Pa �iai microblal deoomposition
recharge, or sorape
❑ Pnderfioor ventilation
Ventilation exhaust fans •
Volatile oases;
maintenance
Efficient
air movement
Indoor surfaces
•
Dus<
1Nashdown between groups of animals;
❑ Feed additives;
❑ Feeder covers;
❑ Feed delivery downspout extenders to
feeder covers
Flush tanks
•
Agitation of, recycled lagoon
Flush tans: covers;
liquid v.A.1i!e tanks are filling
Extend fil! lines to near bottom of tanks with
anti -siphon vents
Flush alleys
•
Agitation during wastewater
❑Underfloor flush with underfloor ventilation
conveyance
Page i of 4

t,
Source Cause BMP's to Minimize Odor Site Specific Practices
Pit recharge points • Agitation of recycled lagoon ❑ Extend recharge lines to near bottom of pits
with anti -siphon vents
Lift stations . Agitation during sump tank ❑ Sump tank covers
tilling and drawdown
Outside drain collection • Agitation during wastewater ❑ Box covers
or junction boxes conveyance
End of drainpipes at • Agitation during wastewater ❑ Extend discharge point of pipes underneath
lagoon conveyance lagoon liquid level
Lagoon surfaces
• Volatile gas emissions;
� roper lagoon liquid capacity;
• Biological mixing;
rcorrec lagoon sta~#ua procedures;
• Agitation
❑ Minimum surface area-t;rvciume ration;
❑ Minimum agitation when pumping-,
❑ Mechanical aeration;
❑Proven biological additives
Irrigation sprinkler
• High pressure agitation;
rriaate on dry days with little or no wind;
nozzles
• Wind drift
inimum recommended rtn=rating pressure;
D[lmp
intake near lagoon liquid surface;
❑ Pump from seicond-stage lagoon
Storage tank or basin
• Partial microbial decomposition;
❑ Bottom o; midlevet loading;
surface
• Mixing while filling;
❑ Tank covers;
• Agitation when emptying
❑ Basin surface mats of solids;
❑ Proven biological additives or oxidants
Settling basin surface
• Partial microbial decomposition;
❑ Extend drainpipe outlets underneath liquid
• Mixing while filling;
level;
• Agitation when emptying
C Remove settled solids reauiariv
Page 2 of 4

Source Cause BMP's to Minimize Odor Site Specific Practices
Manure, slurry or sludge • Agitation when spreading; C Soil injection of slurrylsludge's;
spreader outlets • Volatile gas emissions C Wash residuai manure from spreader after usage;
Ci Proven biological additives or oxidants
Unco'_,ered manure, . Volatile gas emissions while [ Soil injection of siurrylsiudge's;
slurry or sludge on field drying Soil inc:.rporation within 48 hrs.;
surfaces ❑ Spread in thin uniform layers for rapid drying;
,Proven biological additives or oxidants
Dead animals • Carcass deoomposition 5 Proper disposition of carc2sses
Dead animal dispose! • Carcass decomposition ❑ '.orn let- cove-ing of ca,-coassas in buri3e pits,
pits [ Prooef locationiconstruction of disposal pits
Incinerators * Incomplete combustion Sacs: aa�r Z-,- .. c'+rne;s
Standing water around • Improper drainage; Grade and larids:.ape such that water drains
facilities • Microbial decomposition of aAay frcm fayilities
organic matter
Manure tracked onto Poorly maintained access roads F71 Farm access road maintenance
public roads from farm
access
Paae 3 of

Additional Information: - Available from:
Shrine Manure Management; 0200 RuIeBMP Packet ; NCSU, County Extension Center ..r_;
Swine Production Farm Potential Odor Sources and Remedies; EBAE Fact Sheet - NCSU - BAE .
Swine Production Facility Manure Management: Pit Recharge - Lagoon Treatment; EBAE 128-88 NCSU - BAE
Swine Production Facility Manure Management: Underfloor flush - Lagoon Treatment; EBAE 129-89 NCSU - BAE
Lagoon Design 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 Assurance Program; NPPC Manual NC Pork Producers Assn; .
Options for Managing Odo,, a report from the %SWne Odor Task Force NICS'.: F.pri Comm. uni cations
Nuisance Concems in Animal Manure Management: Odors and Flies; PR01D7, 1995 Conference Proceedings Florida Cooperative Extension
file: C:1Windows\Personal1020010dor Control Chldst.doc
4 December, 1997
.a
Paae 4 of 4

- l_ W310VY OIL & WATER GON St;RVATION D1S'1 F21CT
DONALD A. HA1. SEY AG. BLDG.
604 COLLEGE OTREET
JACKSONVILLE, NC 28540
PH It (910) 455-4,172 FAX [phone]/14100 9:39,111

State of North Carolina
Department of Environment
a -ad Natural Resources
Wilmington Regional Office
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Tommy Stevens, Director
Division of Water Quality
Certified Mail # Z 418 221335
Return Receipt Requested
Mr. Hal Trott
Double T Hog Farm
426 Gregory Fork Road
Richlands, NC 28574
Dear Mr. Trott:
pop
NCDENR
NORTH GRouNA DEPARTMENT or
ENVIRONMENT AND NACrVRAL RESOURCES
January 4, 2000
Subject: Notice of Deficiency
Double T Hog Farm
Facility Number: 67-57
Onslow County
On November 10, 1999, Ms, Pat Durrett with the Division of Water Quality (DWQ) from
the Wilmington Regional office conducted your annual compliance inspection. During her visit,
it was noted that you had changed your type of animal operation from a permitted 630 Farrow -
Finish to an unknown number of only Feeder to Finish. This notice is to inform you that you are
in violation of your General Permit AWS670057 issued in March 1999 for failing to notify and
obtain approval from DWQ for the proposed change prior to initiating such a change.
To correct this violation, the following items must be submitted to the Non -Discharge
Permitting Unit in Raleigh within 30 days of your receipt of this notice.
1) A letter to Sue Homewood indicating your desire to change the operation type and requesting
the re -issuance of a General Permit with this modification.
2} .new certification form completed by ate ' chnical specialist with the Onslow County Soil &
ater district office or Dogwood Farms.
3) "new waste utilization plan based on the new certification.
} A letter from a technical specialist stating that the current lagoon system is adequate based on
Vady State Live Weight (SSLW) calculations.
127 Cardinal Drive Ert., Wilmington, North Carolina 28405 Telephone [phone] FAX [phone]
An Equal Opportunity Afruinative Action Employer 50% recycled/10% post -consumer paper

Mr. Hal Trott
January 4, 2000
Page 2
Failure to provide the necessary items described above will cause DWQ to take further
action including the issuance of a Notice of Violation, permit revocation, and/or a civil penalty. If
you have any questions concerning this matter, please contact me in the Wilmington office at
[phone] or Ms. Sue Homewood in Raleigh at [phone] Ext. 571.
Sincerely,
Dean Hunkele
Environmental Specialist
Cc: Bill Norris, Onslow Co. Soil & Water Conservation
Bryan Spell, Dogwood Farms
Sue Homewood, DWQ Non -Discharge Permitting Unit
DWQ Operations Branch File
Wilmington Files
127 Cardinal Drive E=t, Wilmington, North Carolina 28405 Telephone [phone] FAX [phone]
An Equal opportunity Affirmative Action Employer 50% rerycled/10% post-consiuner paper

titnte of North (:nroiina
Del).l-tnle']t of Environnient and, Natural Resources ��-5
--�
Division of Water Quality
Non -Discharge Permit Application norm
(7111.S' FORAf Aw,pr, ri107-000PIED FOR UVE AS AIV ORIGINAL)
General Permit - Lxisthi;g Liquid Animal Waste Operations
rl101,1•ing rlttestinns hake heCit comhlete(I utilizing infornintinn on file with the Division. I'lense
cnv (lie information for completeness nntl alike any corrections which are nliproiirinte. If n
tlttestion Itns not been completed by the Dii-mina, plense complete as best as possible. Do not leave
any (lrtestion unnns"•cred.
GENI?RAL INFORMATION:
racility Name: Doubic'l' l Iog Funi
1.2 Print band Owncr's name: Hal 'Trott
1.3 Mailing address: 426 Gregory Fork Rd T
City, State: Richlands NC Zip: 29574
Telephouc Number (include area code): 910-324-4797
1.4 County where facility is located: Onslow
1.5 Facility Locatian (Directions from nearest major highway. Please include SR numbers for state roads. Please include :
cnpy of n county raid mqp with the location of the rnr-m identified): On Gregory Fork Road (SR 1229) atiprox. 0.3 mile:
southeast off Greg or Crosroads, or (lie intersection of SR 1225,
1.6 Print Farm Manager's name (if different from Land O%vner): Allen Trott
1.7 Lessce's / integrator's name (irapplicable; please circle which lype is listed):
1.8 ilate Facility Originally Began Operation: 01/01/44
1.9 Datc(s) of facility Expansion(s) (if applicable):
2. 01"EIRATION INFORMATION:
2.1 Facility No.: _67 (county number); _57 (Facility mrniber).
2.2 Operation Description Swine operation
_ •arrow to reasder F;w75:4 ,
63.0- Certified Design Capacity
Is the above inrorniation correct? Iviycs; na, irno, correct below using the design capacity of the facility
The "No. of Animals" should be the maxunum num er or which the waste management structures were designed.
'Tyre of Swine No. of Animals T•ypc or Poultry No. of Animals Type of Cattle No. of Animal
wcan to FeeliCr Dyer Dairy
Fecdcr to Finish Non•Lnycr Beef
Farrow to wean (ff sow) -t-urkcy 1
Farrow to Feeder (H sow)
,may.;., ------•: •....-�,,,- ,,_. � — _ - ,
Fiffoii to Finish"V'sow) J� _"
Other 'pe of Livestock on the farm: Ia,Q,Q� No. of Animals: �� 2- ta`t�Go,r4s
9--,> bulls
FORM: AtiWO-G-i; 5/28/98
Page I of 4 67 - 57

` 3 ALcr.�cage cleared ,and available for application (excluding ail required buffers and 58 not covered by the application
"46.�$� 8 systc:, C 'Required Acreage (as listed in the AWMP):
2A Number o lagoon storage ponds (circle which is applicable):
2.5 Are subsurface rains present within 100' of any of the application fieids7 YES or (please circle one)
2.6 Are subsurface drains present in (lie vicinity or under the lagoon(s)? YES. or O (please circle one)
2.7 Does this facility meet all applicable siting requirements? (Swine Farni Siting Act, 17s_�andards, etc.) (Swine Only)
YE or NO (please circle one)
What was the date that this facility's swine houses and lagoon were sited? Tr'etra*i ! 'sy/-t- G /9' 7
What was the date flint this facility's land application areas were sited? ked.- ; t 3 Lt Q%
3. REQUIRED ITEMS CHECKLIST
Please indicate that you have included the following required items by signing yout initials in the space provided next to each
item.
Applicants Initials
3.1 One completed and signed original and one, copy of the application for General Permit - Animal
Waste Operations;
3.2 Two copies of a general location map indicating the location of the animal waste facilities and
field locations where animal waste is land applied;
3.3 Two copies of the entire Certified Animal Waste Mafiagement Plan (CAWMP). If the facility
does not have a CAWMP, it must be completed prior to submittal of a general permit
application for animal waste operations. _
T-lie CAWMP nfffst include the following componenls:
3.3.1 The Waste Utilization Plan (WUP) must include the amount of Plant Available
T4itrogcn (PAN) produced and utilized by the facility.
3.3.2 The method by which waste is applied to the disposal fields (e.g. irrigation,
injection, etc.)
3.3.3 A map ofevery field used for land application.
3.3.4 The soil series present on every land application field.
3.3.5 Tile crops grown on every land application field.
3.3.6 Tile Realistic Yield Expectation (RYE) for every crop shown in the WUP.
3.3.7 The PAN applied to every land application field.
3.3.8 The waste application windows for every crop utilized in the WUP.
3.3.9 The required NRCS Standard specifications.
3.3.10 A site schematic.
3.3.1 1 Emergency Action Plan.
3.3.12 insect Control Checklist with chosen best management practices noted.
3.3.13 Odor Control Checklist with chosen best management practices noted.
3.3.14 Mortality Control Checklist with the selected method noted.
3.3.15 Lagoon/storage pond capacity documentation (design, calculations, etc.). Please be
sure to include any site evaluations, wetland detcrfninations, or hazard classifications
that may be applicable to your facility. )
3.3.16 Operation and Maintenance Plan.
If your CAWMP includes any components not shown on this list, please include the
additional components with your submittal.
FORM: AWO-G-E 5/28/93 1'age 2 of 4 67 - 57

4 ,I
Animal Waste Management Plan Certification
(Please type or print all information that does not require a signature)
. , ....- � r � a_�.� �-r -'. - - me j - � � 1 �I�T iu 7 r f RS' ran -o
EiWiti ',RUC' y11veW aOt'..L°F.]L 8gdE�," :l IedSC,;CIrC�e,Dll �+ ` "�!�i; r;'r�i�Tl
General Information:
Name of Farm: Double T Hog Farm Facility No: 67 - 57
Owner(s) Name: Hal Trott - Phone No: [phone] _
Mailing Address: 426 Gregory Fork Rd. Richlands, NC 28574
Farm Location: Fourteen Digit Hydrologic Unit: 03030001010010
Latitude and Longitude: 34' 53' 00" / 77' 34' 10" County: ONSLOW
Please attach a copy of a county road map with location identified and describe below (Be specific: road
names, directions, milepost, etc.): On Gregory Fork Rd. (SR 1229) approx, 0.3 miles SW of Greg_ory
Crossroads or the intersection of SR 122_5_.
Operation Description: ��' r
Type of Swine No. of Animals Type of Pou� ..of AniffPs Type of Cattle No. of Animals
❑ Wean to Feeder ❑ Layer ❑ Dairy
❑ Feeder to Finish ❑ Pullets C ❑ Beef
❑ Farrow to Wean
® Farrow to Feeder '630'."1 WATER Cl RALITY SECT 1N
❑ Farrow to Finish Other Typenf. Number ofAnimals:
FX Qndur O eralion
Prevrous Desrgrr Capactty k Addrtronal Design Capacrly Ef ri ^+,� T ,
+ ota� �� � � RIN4f..-��.,� • d„�.. A �'S �'LY, ..-: ` � •�r� %�i�—'--'m-4� _- 's{c +9_�'Y�j. aa�.4
Tl Desrgn
Acreage Available for Application: 65.66 Required Acreage: 65.66
Number of Lagoons / Storage Ponds: 3 Total Capacity: 1,457,333.1 Cubic Feet qt )
Are subsurface drains present on the farm: YES or (0) (please circle one)
If YES: are subsurface drains present in the area of the LAGOON or SPRAY FIELD (please circle one)
Owner 1 Manager Agreement
I (we) verify that all the above information is correct and will be updated upon changing. I (we) understand the operation and
maintenance procedures established in the approved animal waste management plan for the farm named above and will implement
these procedures. I (we) know that any expansion to the existing design capacity of the waste treatment and storage system or
construction of new facilities will require a new certification to be submitted to the Division of Environmental Management before the
new animals are stocked. I (we) understand that there must be no discharge of animal waste from the storage or application system to
surface waters of the state either directly through a man-made conveyance for from a storm event less severe than the 25-year, 24-hr
storm and there must not be run-off from the application of animal waste. I (we) understand that run-off of pollutants from lounging
and heavy use areas must be minimized using technical standards developed by the Natural Resources Conservation Service. The
approved plan will be filed at the farm and at the office of the local Soil and Water Conservation District. I (we) know that any
modification must be approved by a technical specialist and submitted to the Soil and Water Conservation District prior to
implementation. A change in land ownership requires written notification to DEM or a new certification (if the approved plan is
changed) within 60 days of a title transfer.
Name of Land Owner: 1T-a- _ !2L HA L, N- T %T L -rr
Signature: f Fes{ 'fI, _ Date: 1 _ q
FF ,
Name of Manager (if different from owner):

Technical Specialist Certification It
1 As a technical specialist designated by the North Carolina Soil and Water Conservation Commission
pursuant to 15A NCAC 6F .0005, I certify that the animal waste management system for the farm named
above has an animal waste management plan that meets or exceeds standards and specifications of the
Division of Environmental Management (DENT) as specified in 15A NCAC 2H.0217 and the USDA -Natural
Resources Conservation Service (MRCS) and/or the North Carolina Soil and Water Conservation
Commission pursuant to 15A NCAC 2H.0217 and 15A NCAC 6F .0001-.0005. The following elements are
included in the- plan as applicable. While each category designates a technical specialist who may sign each
certification (SD, SI, WUP, RC, 1), the technical specialist should only certify parts for which they are
technically competent.
IL Certification of Design
A) Collection, Storage, Treatment System
Cheer the
appropriate box
Or Existing facility without retrofit (SD or WUP)
Storage volume is adequate for operation capacity; storage capability consistent with waste utilization
requirements.
❑ New, expanded or retrofitted facility (SD)
Animal waste storage and treatment structures, such as but not limited to collection systems, lagoons and ponds,
have been designed to meet or exceed the minimum standards and specifications.
Name of Technical Specialist (Please Print): Harry S. Tyson
Affiliation: USDA - NRCS
Address (Agency): 604 College St. Jacksonville NC 28540-5392 Phone No.: [phone]
Signature: h Date: /2/zz19 —7
B) Land Application Site (WUP)
The plan provides for minimum separations (buffers); adequate amount of land for waste utilization; chosen crop
is suitable for waste management; hydraulic and nutrient loading rates.
Name of Technical Specialist (Please Print): Harry S. Tyson
Affiliation: USDA - NRCS
Address (Agency): 604 College St. Jacksonville NC 28540-5392 Phone No.: (9/10) 455-4472
Signature: Date:_
C) Runoff Controls fro Exterior Lots
Check the appropriate box
Facility without exterior lots (SD or WUP or RC)
This facility does not contain any exterior lots.
❑ Facility with exterior lots (RC)
Methods to minimize the run off of pollutants from lounging and heavy use areas have been designed
in accordance with technical standards developed by NRCS.
Name of Technical Specialist (Please Print): Harry S. Tyson
Affiliation: USDA - NRCS
Address (Agency): 604 College St. Jacksonville NC 28540-5392 Phone No.: 910 455-4472
Signature: Date: Z •Z Z
AWC -- January 1,1997 2

D) Aoplicafion and Handling Ear' lent
Check the Appropriate box
t Existing or exDanding facility with existing waste application equipment (W-UP or I)
Animal waste application equipment specified in the plan bas been either field calibrated or evaluated in accordance
with existing design charts and tables and is able to apply waste as necessary to accommodate the waste management
plan: (existing application equipment can cover the area required by the plan at rates not to exceed either the
specified hydraulic or nutrient loading rates, a schedule for timing of application has been established; required buffers
can be maintained and calibration and adjustment guidance are'contained as part of the plan).
O New, expanded. or existing facility without existing waste application eouipment for sprav irrigation (I)
Animal waste application equipment specified in the plan has been designed to apply waste as necessary to
accommodate the waste management plan; (proposed application equipment can cover the area required by the plan at
rates not to exceed either the specified hydraulic or nutrient loading rates: a schedule for timing of applications has
been established; required buffers can be maintained; calibration and adjustment guidance are contained as part of the
plan).
New,exuanded.or existing facility without existin ante application equipment for land spreading -not using snrav
irrigation. tion. (WUP or I)
Animal waste application equipment specified in the plan has been selected to apply waste as necessary to
accommodate the waste. management plan; (proposed gpplication equipment can cover the area required by the plan at
rates not to exceed either the specified hydraulic or nutrient loading rates; a schedule for timing of applicaions has
been established: required buffers can be maintained; calibration and adjustment guidance are contained as part of the
plan).
Name of Technical Specialist (Please Print: JO644 R. L�FX S:7 i
t,, l
AffiIiation:� �.CF •c '•r �Z4�
Address(Agency): �p �` = �a A�'31c� Phone Na: Ala-CPS-Z-
Signatu - Date: � 7
E)
The waste management plan fbr this �F,>$y i �6Ee, aste Management Odor Control Checklist, an Insect Control
Checklist, a Mortaility Management ChtQ-hU.� Mata.Wt mergency Action Plan. Sources of both odors and insects have
been evaluated with respect to this site and Best Management Practices to Minimize Odors and Best Management
Practices to Control Insects have been selected and included in the waste management plan. Both the Mortality
Manangement Plan and the Emergency Action Plan are complete and can be implemented by this facility.
Name of Technical Specialist (Please Print): Harry S. Tyson
Affiliation: USDA - NRCS
Address (Agency): 604 College St. Jacksonville NC 29hee. No.:
Signature: Date:
F) Written Notice of NeWAr Expanding S ne Form
The foIIowing signature block is on y to be used for new or expanding swine farms that begin construction after June
21, 1996. If the facility was built before June21, 1996, when was it constructed or last expanded . I(we)
certify that I(we) have attempted to contact by certified mail all adjoining property owners and all property owners
who own property located across a public road, street or highway from this new or expanding swine farm. The notice
was in compliance with the requirements of NCGS 106-805. A copy of the notice and a list of the property owners
notified is attached.
Name of Land Owner: - A(
Signature:
Date:
Name of Manager (if different from owner): I
Signature: Date:
AWC — January 1, 1997

III. Certification of Installation
A) Collection, Storage, Treatment_ Installation
New, expanded or retrofitted facilit (SI)
Animal waste storage and treatment structures, such as but not limited to lagoons and ponds, have been installed
in accordance with the approved plan to meet or exceed the minimum standards and specifications.
For existing facilities without retrofits, no certification is necessary.
Name of TechnicaI Specialist (Please Print):
Affi iation:
Address (Agency):
Phone No.:
Signature: Date:
B) Land Application Site (WUP)
Check the appropriate box
[d" The cropping system is in place on all land as specified in the animal waste management plan.
l� Conditional Approval: all required land as specified in the plan is cleared for planting; the cropping
system as specified in the waste utilization plan has not been established and the owner has committed
to establish the vegetation as specified in the plan by (month/day/year); the proposed
cover crop is appropriate for compliance with the waste utilization plan.
❑ Also check this box if appropriate
if the cropping system as specified in the plan can not be established on newly cleared land within 30 days of
this certification, the owner has committed to establish an interim crop for erosion control
Name of Technical Specialist (Please Print): -Harry S. Tyson
Affiliation: USDA - NRCS
Address (Agency): 604 College St. Jacksonville NC 28540-5392 Phone No.: 910 455-4472
Signature: Date: 1 ZZ- }
This following signature lock is only to be used when the box for conditional approval in III. B above
has been checked.
I (we) certify that I (we) have committed to establish the cropping system as specified in my (our) waste
utilization plan, and if appropriate to establish the interim crop for erosion control, and will submit to DEM a
verification of the completion from a Technical Specialist within 15 calendar days following the date specified
in the conditional certification. I (we) realize that failure to submit this verification is a violation of the waste
management plan and will subject me (us) to an enforcement action from DEM.
Name of Land Owner (Please Print):
Signature: Date:
Name of Manager (if different from owner):
Signature:
AWC —January 1, 1997 4
Date:

C) Runoff Controls from Exterior i -*g (RQ
Facilitv with exterior lots
Methods to minimize the run off of pollutants from lounging and heavy use areas have been installed as specified in
the plan.
For facilities without exterior lots, no certification is necessary.
Name of Technical Specialist (Please Print):
Affiliation:
Address(Agency): Phone No.:
Signature: Date:
D) Application and Handling Equipment Installation (WUP or 1)
Check the appropriate block
Animal waste application and handling equipment specified in the plan is on site and ready for use; calibration and
adjustment materials have been provided to the owners and are contained as part of the plan.
{ } Animal waste application and handling equipment specified in the plan has not been installed but the owner has
proposed Ieasing or third party application and has provided a signed contract; equipment specified in the contract
agrees with the requirements of the plan; required buffers can be maintained, calibration and adjustment guidance have
been provided to the owners and are contained as part of the plan.
() Conditional approval: Animal waste application and handling equipment specified in the plan has been purchased
and will be on site and installed by (month/day/year); there is adequate storage to
hold the waste until the equipment is installed and until the waste can be land applied in accordance with cropping
system contained in the plan; and calibration and adjustment guidance have been provided to the owners and are
contained as part of the plan.
Name of Technical Specialist (PIease Prirlt)`,�� `
Affiliation:
Address(Agency): g �Q �'` ix �£ Phone No.: 9 �7y
Signature = Date: tQ z19 7
The following nature blo& is opily to�6- '` 4.`lbe' f'r conditional approval in III D above has been checked.
I (we) certify at I (we) have committed to putc4.a ie(t klgm'. +waste application and handling equipment as specified in my
(our) waste management plan and will submit to D1 1t�PuveAh'cation of delivery and installation from a Technical Specialist
within 15 calendar days following the date specified in the conditional certification. I (we) realize that failure to submit this
verification is a violation of the waste management plan and will subject me (us) to an enforcement action from DEM.
Name of Land Owner:
Signature: Date:
Name of Manager(if different from owner):
Signature: Date:
E) Odor Control, Insect Control and Mortality Management (SD_SLWUP.RC orI)
Methods to control odors and insects as specified in the Plan have been installed and are operational.. The mortality
managements stem as specified in the Plan has also been installed and is operational.
Name of Technical Specialist (Please Print): Harry S. Tyson
Affiliation: USDA -- NRCS
Address (Agency) 604 Co= ST JACKSONVI1rX,E NC 28540 Phone No.:
Signature: �z2 Date: Z ZZ i7
AWC -- lanurary 1, 199Y Y

r
.State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality ------
James B. Hunt, Jr., Governr
Wayne McDevitt, Secretary
Kerr T. Stevens, Director IT
Hal Trott
Double T Hog Farm
426 Gregory Fork Rd
Richlands NC 28574
Dear Hal Trott:
Y.
01999
March 26, 1999
AZTZ.11WA
NCDENR
NORTH r-AROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
Subject: Certificate of Coverage No. AWS670057
Double T Hog Farm
Swine Waste Collection, Treatment,
Storage and Application System
Onslow County
In accordance with your application received on December 21, 1998, we are forwarding this Certificate
of Coverage (COC) issued to Hal Trott, 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 Double T Hog Farm, located in Onslow County, with an animal capacity of no
greater than 630 Farrow 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.
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

Certificate of Coverage AWS670057
Double T Hog Farm
Page 2
This COC is not automatically transferable. A name/ownership change application must be submitted to
the DWQ prior to a name change or change in ownership.
If any parts, requirements, or limitations contained in this COC are unacceptable, you have the right to
apply for an individual non -discharge permit by contacting the engineer listed below for information on
this process. Unless such a request is made within 30 days, this COC shall be final and binding.
The subject farm is located in the Wilmington 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 Susan Cauley at [phone] ext. 546.
Sincerely,
Kerr T. Stevens
cc: (Certificate of Coverage only for all cc's)
Onslow County Health Department
Wilmington Regional Office, Water Quality Section
Onslow County Soil and Water Conservation District
Permit File
NDPU Files

Slate'of Nodh Garolinn
Department of Environment and Natural Resources
Division of Water Quality
Non -Discharge Permit Application Form
(7711C rORAf AM Y PE 1`170T00011ED rOR USEAS AN ORIGINAL)
General Permit - Existing Litluid Animal Waste Operations
The following iloestions have hecn completed ntiliying information on file with the Division. Plense
review the information for completeness nn(I slake any corrections which are appropriate. If a
question bas not becll completed by Ille Division, please complete as best as possible. Do not leave
any (inestion nnanswered.
1. GENERAI, INFORMATION:
1.1 Facility Name: Double 'T I log rar,n
1.2 Print band Owner's name: l lal Trott
1.3 Mailing address: 426 Gregory Fork Rd
City, State: Richlands NC � Zip: 28574
Telephone Number (include area code): 910-324-4797
1.4 County where facility is located: Onslow
1.5 facility L.ocatiout (Directions From nearest major highway. Please include 5R numbers for state roads. Please include a
COPY Of,-1 county road map with the location of (lie farm identified): On Gregory Fork Road (SR 1229) approx. 0.3 rrtlles
southeast off Gregory Crosroads, or the intersection of Sit 1225.
.6 Print Farm Manager's name (if different from Land Owner): Allen 'Troll
1.7 Lessee's / integrator's name (if applicable; please circle which type is listed):
i.8 Date facility Originally i3egan Operation: 01/01/44
1.9 Dale(s) of Facility Expansion(s) (if applicable):
2. OPERATION iNFORMATION:
2.1 Facility No.: _67 (county number); _57 (facility nu,uber).
2.2 Operation Descript on Swine operation
. rro%v to fir F;.v►54
630- Certified Design Capacity
Is the above fnfonnatfon correct? dyes; no. If no, correct below using the design capacity of the facility
The "No. of Animals" should be the maximum number for which [lie waste management structures were designed.
T)pe of Swine No. of Animals Type of Poultry No. of Animals Type of Cattle No. of Animals
Wean to Feeder Layer Dairy
Fccdcr to Finish Non -Layer Beef
Farrow to Wean (ti sow) Turkey
farrow to Feeder (# sow)
Farrow to finish (9 Sow)
Other Type of Livestock on the farm: �a� e� L(��"-,No. of Animals: .- Z b(ood coAS
bulls
FORM: AWO-G-E 5/28198
Page I of 4 67 - 57

777,ff�gTy7--
2.3 Acreagd c eared at�lable for application (excluding all required buffers a d are not covered by the application
-75.8 system): ; Required Acreage (as listed in the AWMP):
2.4 Number o lagoon storage ponds (circle which is applicable):
2.5 Are subsurface rains present within 100' of any of the application fields? YES or (please circle one)
2.6 Are subsurface drains present in the vicinity or under the lagoon(s)? YES. or O (please circle one)
3.
2.7 Does this facility meet all applicable siting requirements? (Swine Farm Siting Act, N tatidards, etc.) (Swine Only) ;
or NO (please circle one)
What was the date that this facility's swine houses and lagoon were sited?
What was the date that this facility's land application areas were sited? A
REQUIRED ITEMS CHECKLIST
Please indicate that you have included the following required items by signing your initials in the space provided next to each
item.
Applicants initials
3.1 One completed and signed original and one copy of the application for General Permit - Animal
Waste Operations; Wr . �^
3.2 Two copies of a eneral location map indicating the location of the animal waste facilities and
field locations where animal waste is land applied;
3.3 Two copies of the entire Certified Animal Waste Mariagemeni Plan (CAWMP). If the facility
does not have a CAWMP, it must be completed prior to submittal of a general permit r
application for animal waste operations.
The CAWMP must include the following components:
3.3.1 The Waste Utilization Plan (WUP) must include the amount of Plant Available
Nitrogen (PAN) produced and utilized by the facility.
3.3.2 The method by which waste is applied to the disposal fields (e.g. irrigation,
injection, etc.)
3.3.3 A map of every field used for land application.
3.3.4 The soil series present en every land application field.
3.3.5 The crops grown on every land application field.
3.3.6 The Realistic Yield Expectation (RYE) for every crop shown in the WUP.
3.3.7 The PAN applied to every land application field.
3.3.8 'l he waste application windows for every crop utilized in the WUP.
3.3.9 The required NRCS Standard specifications.
3.3.10 A site schematic.
3.111 Emergency Action Plan.
3.3.12 Insect Control Checklist with chosen best management practices noted.
3.3.13 Odor Control Checklist with chosen best management practices noted.
3.3.14 Mortality Control Checklist with the selected method noted.
3.3.15 f,agoon/storage pond capacity documentation (design, calculations, etc.). Please be
sere to include any site evaluations, wetland determinations, or hazard classifications
that may be applicable to your facility.
3.3.16 Operation and Maintenance Plan.
If your CAWMP includes any components not shown on this list, please include the
additional components with your submittal.
FORM: AWO-G-E 5/28/98
Page 2 of 4 67 - 57

Facility Number: 67 - 57
Facility Name: Double T flog Farm
4. APPLICANT'S CERTIFICATION:
1, OA (Land Owner's name listed in question I.2), attest that
this application for 0�j fmaFacilii name listed In question 1.1)
has been reviewed y curate n pleteto1 e best o myknowledge. unuerstni that If all required parts of this ,
application are not completed and that if all required supporting information and attachments are not Included, this application
package will be returned to me a_s incomplete.
Signature �21— YVr::r bate
5. MANAGER'S CERTIFICATION: (complete only if different from the Land Owner)'
1, . Fl�len Tod} (Manager's name listed in question 1.6), attest that this
application for T -to , (Facility ttame listed in question 1.1)
has been reviews y me nit is accurnie.Aid comp etc to the best of mymyknowledge. un erstand thdt If all requited parts of this "-
application are not completed and that if all required supporting information and attachments are not Included, this application
package will be returned as incomplete,
t gSignature _ _ ���+ � Date
TIIE COMPLETED APPLICATION PACKAGE, INCLUDING ALI, SUPPORTING INFORMATION AND MATERIALS,
SEIOULD DE SENT TO TI IE FOLLOWING ADDRESS
NORTH CAROLINA DIVISION OF WATER QUALITY
WATER QUALITY SECTION
NON -DISCHARGE PERMITTING UNIT
POST OFFICE BOX 29535
RALEIGH, NOR7111 CAROLINA 27626-0535
TELEPHONE NUMBER: [phone]
FAX NUMBER: [phone]
FORM: AWO-G-E 5/28/98 Pt1ge 3 of 4 67 - 57

State of North Carolina
Department of Environment and Natural Resources RECEIVED
Division of Water Quality WATI:PP11AUTY,gFCTIOfV
Non -Discharge Permit Application Form
(THIS FORM MAYBE PHOTOCOPIED FOR USE AS AN ORIGINAL) 2 i9g$
General Permit - Existing Liquid Animal Waste Ope a on
The following questions have been' completed utilizing information on filet ith�tfie v �i �RM-nPlease
review the information for completeness and make any corrections which are appropriate. If a
question has not been, completed by the Division, please complete as best as possible. Do not leave
any question unanswered.
1.1 Facility Name: Double T Hog Farm
1.2 Print Land Owner's name: Hal Trott
1.3 Mailing address: 426 Gregory Fork Rd
City, State: Richlands NC
Telephone Number (include area code): 910-324-4797
Zip: 28574
1.4 County where facility is located: Onslow
1.5 Facility Location (Directions from nearest major highway. Please include SR numbers for state roads. Please include a
copy of a county road map with the location of the farm identified): On Gregory Fork Road ($R 1229) approx. 0.3 miles
southeast off Gregory Crosroads, or the intersection of SR 1225.
1.6 Print Farm Manager's name (if different from Land Owner): Allen Trott
1.7 Lessee's / Integrator's name (if applicable; please circle which type is listed):
1.8 Date Facility Originally Began Operation: 01/01/44 '
1.9 Date(s) of Facility Expansion(s) (if applicable):
2. OPERATION INFORMATION:
2.1 Facility No.: 67 (county number); _57 (facility number).
2.2 Operation Descrip font Swine operation
7 arCdW to Feeder
630- Certified Design Capacity
Is the above information correct? yes; no. if no, correct below using the design capacity of the facility
The "No. of Animals" should be the maximum num er or which the waste management structures were designed.
Type of f Swine No. of Animals' Type of Poultry No. of Animals "'Type of Catile No. of Animals
Wean to Feeder Layer Dairy
Feeder to Finish Non -Layer Beef
Farrow to Wean (# sow) Turkey
Farrow to Feeder (# sow)
Farrow to Finish (# sow) 00 rr
Other Type of Livestock on the farm: ft ['a k� No. of Animals: 5 2 b-ocQ coAs
� . bulls
FORM: AWO-G-E 5/28/98 Page 1 of 4 67 - 57

-10
2.3 Acreage cleared and available for application (excluding all required buffers and a�as not covered by the application
�5' $ system : i+.�6 Required Acreage (as listed in the AWMP): 6•
2.4 Number o lagoon storage ponds (circle which is applicable):
2.5 Are subsurface rains present within 100' of any of the application fields? YES or (please circle one)
2.6 Are subsurface drains present in the vicinity or under the iagoon(s)? YES or UO (please circle one)
2.7 Does this facility meet all applicable siting requirements? (Swine Farm Siting Act, N tandards, etc.) (Swine Only) '
YE or NO (please circle one)
What was the date that this facility's swine houses and lagoon were sited? re7r4A-f -; %Z"C
What was the date that this facility's land application areas were sited? tC fI on f. %ZE✓/ Q %
3. REQUIRED ITEMS CHECKLIST
Please indicate that you have included the following required items by signing your initials in the space provided next to each-
item.
Applicants Initials
3.1 One completed and signed original and one copy of the application for General Permit - Animal
Waste Operations; . `r•
3.2 Two copies of a general location map indicating the location of the animal waste facilities and
field locations where animal waste is land applied; ! `
3.3 Two copies of the entire Certified Animal Waste Management Plan (CAWMP). If the facility
does not have a CAWMP, it must be completed prior to submittal of a general permit
application for animal waste operations. .
The CAWMP must include the following components:
3.3.1 The Waste Utilization Plan (WUP) must include the amount of Plant Available
Nitrogen (PAN) produced and utilized by the facility.
3.3.2 The method by which waste is applied to the disposal fields (e.g. irrigation,
injection, etc.)
3.3.3 A map of every field used for land application.
3.3.4 The soil series present on every land application field.
3.3.5 The crops grown on every land application field.
3.3.6 The Realistic Yield Expectation (RYE) for every crop shown in the WUP.
3.3.7 The PAN applied to every land application field.
3.3.8 The waste application windows for every crop utilized in the WUP.
3.3.9 The required NRCS Standard specifications.
3.3.10 A site schematic.
3.3.1 l Emergency Action Plan.
3.3.12 Insect Control Checklist with chosen best management practices noted.
- _ - 3.3.13 Odor Control Checklist with chosen best management practices noted.
3.3.14 Mortality Control Checklist with the selected method noted.
3.3.15 Lagoon/storage pond capacity documentation (design, calculations, etc.). Please be
sure to include any site evaluations, wetland determinations, or hazard classifications
that may be applicable to your facility.
3.3.16 Operation and Maintenance Plan:
If your CAWMP includes any components not shown on this list, please include the
additional components with your submittal.
FORM: AWO-G-E 5/28/98 Page 2 of 4 67 - 57

Facility Number: 67 - 57
Facility Name: Double T Hog Farm
RECEIVS p
WADER QUAU-
4. APPLICANT'S CERTIFICATION: 'DEC 2.1 1996
I, (Land Owner's name listed i10��5ptGlD�at
this application for IbAble T Hm frn (Facility name listed in question 1.1)
has been reviewed by me and is accurate and odmplete tote best of my knowledge. I^wand that if all required parts of this ,
application are not completed and that if all required supporting information and attachments are not included, this application
package will be returned to me as incomplete: Q
Signature �T Date
5. MANAGER'S CERTIFICATION: (complete only if different from the Land Owner)
I, Allen TiA1 (Manager's name listed in question 1.6), attest that this
application for T JA n l riD Firy-1 (Facility name listed in question 1.1)
has been reviewed by me and is keurategrid complete to the best of my knowledge. I understand that if all required parts of this—
application are not completed and that if all required supporting information and attachments are not included, this application
package will be returned as incomplete.
Signature Q� ,,, ���Date _ ), j 9 9
THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING INFORMATION AND MATERIALS,
SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DIVISION OF WATER QUALITY
WATER QUALITY SECTION
NON -DISCHARGE PERMITTING UNIT
A POST OFFICE BOX 29535
RALEIGH, NORTH CAROLINA 27626-0535
TELEPHONE NUMBER: [phone]
FAX NUMBER: [phone]
FORM: AWO-G-E 5/28/98 Page 3 of 4 67 - 57

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4
ONSL O W SOIL & WA TER CONSERVA TION DISTRICT
DONALD A. HALSEYAG. BLDG.
604 COLLEGE STREET
JA CKSON V11 L E, NC 28540
PH # (910f 455 4472 PAX (910J 455-4573 01114199 4: 47 PH
RECEIVED
1:ACILITV NUMBER: 67-57 WATERQU&I7YSECTION
'JAN 2 1 f 999
WASTE MANAGEMENT Non-D%hargePermitting
for
DOUBLE T HOG .FARM
OPERATOR CERTIFICATION NUMBER: 16837
v

Producer: Allen Trott
Location:
Address:
Telephone:
Type Operation:
Number of Animals. -
(Design Capacity)
Storage Structure:
Application Method
312 Gregory Fork Rd.
Richlands, NC. 28574-
910-324-5509
Farrow to Finish
630
Existing
Anaerobic Waste Treatment Lagoon
Irrigation
The waste from your animal facility must be land applied at a specified rate to prevent
pollution of surface water and/or groundwater. The plant nutrients in the animal waste
should be used to reduce the amount of commercial fertilizer required for the crops in the
fields where the waste is to be applied. This waste utilization plan uses nitrogen as the
limiting nutrient. Waste should be analyzed before each application cycle and annual soil
tests are strongly encouraged so that all plant nutrients can be balanced for realistic yields
of the crops to be grown.
Several factors are important in implementing your waste utilization plan in order to
maximize the fertilizer value of the waste and to ensure that it is applied in an
environmentally safe manner:
1. Always apply waste based on the needs of the crop to be grown and the nutrient
content of the waste. Do not apply more nitrogen than the crop can utilize.
2. Soil types are important as they have different infiltration rates, leaching
potentials cation exchange capacities, and available water holding capacities.
3. Wind conditions should also be considered to avoid drift and downwind odor
problems.
This plan is based on the waste application method shown above. If you choose to change
methods in the future, you need to revise this plan. Nutrient)evels for different application
methods are not the same.
The estimated acre needed to apply the animal waste is based on typical nutrient content
for this type of facility. Actual acreage requirements may be more or less and should be

1 ` 10/17/97
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.
Provisions shall be made for the area receiving waste to be flexible so as to accommodate
changing waste analysis content and crop type. Lime must be applied to maintain pH in the
optimum range for specific crop production.
This waste utilization plan, if carried out, meets the requirements for compliance with 15A
NCAC 21-1.0217 adopted by the Environmental Management Commission.
AMOUNT OF WASTE PRODUCED PER YEAR (gallons, te, tons, etc.)
630 animals x 19.9 tons waste/animal/year = 12537 tons /year
AMOUNT OF PLANT AVAILABLE NITROGEN (PAN) PRODUCED PER YEAR
630 animals x 26 lb. PAN/animal/year = 16380 lbs. PAN/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.
See attached map(s) showing the field(s) to be used for the utilization of animal waste. The
following acreage will be needed for waste application based on the crop to be grown and
the method of application:
K

Table 1: ACRES OWNED BY PRODUCER
Tract
#
Field
#
Soil
Type
Crop code
App Method
Real.
Yield
Lbs. N
Per Ac
it
Comm N
Per ac.
Acres
Lbs. AW
N
Utilized
Month Of
Application
794
1
L
BP
4.1
205
2.03
416.15
A r-Au
794
2
Ly
FP
3.4
170
4.07
691.9
Sep -May
794
3
NoB
FP
2.6
130
4.9
637
Sep -May
794
4
AuB
BP
4.1
205
2.06
422.3
Apr -Aug
794
5
AuB
BP
4.1
205
5.06
1037.3
Apr -Aug
794
6
GoA
BP
4.9
245
10.13
2481.85
Apr -Aug
794
7
NoB
FP
2.6
130
2.59
336.7
Sep -May
794
8
NoB
BP
4.6
1230
4.01
922.3
Apr -Aug
794
9
NoB
BP
4.6
1230
1.13
259.9
Apr -Aug
794
10
GoA
BP
4.9
245
13.04
3194.8
Apr -Aug
794
11
NoB
BP
4.6
230
6.95
1598.5
Apr -Aug
795
1
NoB
BH
6.1
305
7.61
2321.05
Apr -Aug
794
-1
SG
1
75
2.03
152.25
Sep -Mar
794
-4-6
SG
1
175
17.25
1293.75
Sep -Mar
794
-8-11
SG
1
175
25.13
1884,75
Sep -Mar
795
-1
SG
1
175
7.61
570.75
Sep -Mar
TOTAL
63.58
18221.2

Table 2: ACRES WITH AGREEMENT OR LONG TERM LEASE
Tract
#
Field
#
Soil
Type
crop code
App Method
Real
Yield
Lbs. N
Per ACu
Comm N
Per acre
Acres
Lbs. AW N
Utilized
Month of
Application
Total in Table 2
Total in Table 1
Total 63.58 18221.2
Amount N Produced 16380
Surplus or Deficit 1-1841.2
!'This PAN is from animal waste only. If nutrients from other sources such as commercial fertilizer are
applied, they must be accounted for. Total N must be based on the crop realistic yield expectation (RYE).
NOTE: The applicator is cautioned that P and K may be over applied while meeting the N
requirements. Beginning in 1996, the Coastal Zone Management Act will require fanners in some
eastern counties of North Carolina to have a nutrient management plan that addresses all nutrients.
This waste utilization plan only addresses Nitrogen.
Acres shown in the preceding table(s) 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.
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 PAN applied exceed the nitrogen ne4ds of the crop. The amounts
shown in the table below are maximums if the soil is dry and conditions are at the optimum
for soil intake.
4

M17197
It is the responsibility of the producer and the land application system designer to ensure
that the application system is designed, installed, and operated properly to avoid any runoff
of waste from the land applied to. Failure to observe the maximum recommended rates and
amounts of nitrogen shown in the tables may make this plan invalid.
Table 3: APPLICATION OF WASTE BY IRRIGATION PARAMETERS
Tract
#
Field
#
Soil
Type
Crop
Rate
Application
In/Hr.
Application
Amount In.
794
1
Ly
0.5
1.0
794
2
Ly
0.5
1.0
794
3
NoB
0.5
1.0
794
4
AuB
0.5
1.0
794
5
AuB
0.5
1.0
794
6
GoA
0.5
1.0
794
7
NoB
0.5
1.0
794
8
NoB
0.5
1.0
794
9
NoB
0.5
1.0
794
10
GoA
0.5
1.0
794
11
NoB
0.5
1.0
795
1
NoB
0.5
1.0
This is the maximum application amount allowed for the soil assuming the
amount of nitrogen allowed for the crop is not over applied. In many
situations, the application amount shown cannot be applied because of the
nitrogen limitation. The maximum application amount shown can only be
applied under optimum soil conditions.
3.
s
Your facility is designed for 104 days of tempof�ary storage and the temporary storage must
be removed on the average of once every 3months. In no instance should the volume of
the waste stored in your structure be within the 25-year - 24 hour storm storage or one foot
of freeboard except in the event of the 25 year - 24 hour storm.
5

9
It is the responsibility of the producer and waste applicator to ensure that the spreader
and/or irrigation equipment is operated properly to apply the correct rates to the acres
shown in Tables 1 and 2. Failure to apply the correct rates or nitrogen shown in the tables
may make this plan invalid.
If assistance is needed, 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 waste.
SLUDGE APPLICATION:
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 2709 pounds of PAN per year in the sludge.
If you remove the sludge every 5 years, you will have approximately 13545 pounds of PAN
to utilize. Assuming you apply this PAN to corn at the rate of 125 pounds of nitrogen per
acre, you will need 108 acres of land. Please be aware that these are only estimates of the
PAN and land needed. Actual requirements could vary by 25% or more depending on your
sludge analysis, soil types, crops, realistic yields, and application methods.
REQUIRED SPECIFICATIONS
1. Animal waste shall not reach surface waters of the state by runoff, drift, manmade
conveyances, direct application, or direct discharge during operation or land
application. Any discharge of waste, which reaches surface water, is prohibited by
state law. Illegal discharges are subject to assessment of civil penalties of $10,000
per day by the Division of Water Quality for each day the discharge continues.
2. There must be documentation in the design folder that the producer either owns or
has an agreement for use of adequate land on which to properly apply the waste. If
the producer does not own adequate land to properly dispose of waste, he/she shall
provide a copy of an agreement with a landowner that is within a reasonable
proximity, allowing the producer the use of the land for waste application. 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 ih 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
0

crop yields based on soil type, available moisture, historical date, climatic conditions,
and level of management, unless there are regulations that restrict the rate of
application for other nutrients.
4. Animal waste shall be applied to land eroding less than 5 tons per acre per year.
Waste may be applied to land that is eroding at 5 or more tons, but less than 10 tons
per acre per year providing grass filter strips are installed where runoff leaves the
field. (See FOTG Standard 393 - Filter Strip and Standard 390 - Riparian Forest
Buffers.) These filter strips and forest buffers are in addition to "buffers" required by
DWQ.
5. Injecting the waste or disking after waste application can reduce odors. Waste
should not be applied when there is danger of drift from the irrigation field.
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" 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 manner which does not
cause drift from the site during application. No ponding should occur in order to
control conditions conducive to odor and insects and provide uniformity of application.
8. Animal waste shall not be applied to saturated soils, during rainfall events, or when
the soil surface is frozen.
9. Animal waste shall be applied on actively growing crops in such a manner that the
crop is not covered with waste to a depth that would inhibit growth. The potential for
salt damage from animal waste should also be considered.
10. 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 suitable winter cover crop planted to take up released
nutrients. Waste shall not be applied more than 30 days prior to planting of the crop
or forages breaking dormancy.
11. Any new swine facility sited on or after October 1, 1995 shall comply with the
following:`
• The outer perimeter of the land area onto which waste is applied from a lagoon
that is a component of a swine farm shall be at least 50 feet from any residential
VA

property boundary and from any perennial stream or river (other than an irrigation
ditch or canal).
Animal waste other than swine waste from facilities sited on or after October 1,
1995 shall not be applied closer than 25 feet to perennial waters. (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 producer.
14. Animal 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
wetland(s) by a discharge or by over -spraying. Animal waste may be applied to prior
converted cropland provided it has been approved as a land application site by a
"technical specialist". Animal waste shall not be applied on grassed waterways that
discharge directly into watercourses. On other grassed waterways, waste shall be
applied at agronomic rates in a manner that causes no runoff or drift from the site.
16. Domestic and industrial waste from truck or other washdown facilities, showers,
toilets, sinks, etc., shall not be discharged into the animal waste management system.
17. A protective cover of appropriate vegetation will be established on all disturbed areas
(lagoon embankments, berms, pipe runs, etc.). Areas shall be fenced as necessary,
to protect vegetation. Vegetation such as trees, shrubs, and other woody species,
etc., are limited to areas where considered appropriate. Lagoon areas should be kept
mowed and accessible. Berms and structures should be inspected regularly for
evidence of erosion, leakage, or discharge.
18. If animal production at the facility is to be suspended or terminated, the owner is
responsible for obtaining and implementing a "closure plan" which will eliminate the
possibility of an illegal discharge, pollution and erosion.
19. Waste handling structures, piping, pumps, reels, etc., should be inspected on a
regular basis to prevent breakdowns, leaks, and spills. A regular maintenance
checklist should be kept on site.
20. Animal waste can be used in a rotation that includes vegetables and other crops for
0

direct human consumption. However, if animal waste is used on crops for direct
human consumption it should only be applied preplant with no further applications of
animal waste during the crop growing season.
21. Highly visible markers shall be installed to mark the top and bottom elevations of the
temporary storage (pumping volume) of all waste treatment lagoons. Pumping shall
be managed to maintain the liquid level between the markers. A marker will be
required to mark the maximum storage volume for waste storage ponds.
22. Waste shall be tested within 60 days of utilization and soil shall be tested at least
annually at crop sites where waste products are applied. Nitrogen shall be the rate -
determining element. Zinc and copper levels in the soils shall be monitored and
alternative crop sites shall be used when the metals approach excessive levels.
Acidity levels (pH) shall be adjusted for optimum crop production and maintained.
Soil and waste analysis records shall be kept for five (5) years. Poultry dry waste
application records shall be maintained for three (3) years. Waste application records
for all other waste shall be maintained for five (5) years.
23. Dead animals will be disposed of in a manner that meets North Carolina regulations.
NARRATIVE OF OPERATION:
There is a 25% reduction on the small grain overseed to account for Qrazing. See attached
memorandum for planting and removal dates and waste application parameters.
Temporary storage for this facility is based on the following: 100 sows x 180 days =_ 18000
530 sows x 90 days = 47700
18000 + 47700 =65700
65700/630 sows = 104.28
Therefore, we have an average of 104 days of temporary storage.
The dry lot on this facility has not been used in the last six months and will never be used
again in the future.
9

I (We) understand and will follow and implement the specifications and the operation and
maintenance procedures established in the approved animal waste utilisation plan for the
farm named above. I (we) know that any expansion to the existing design capacity of the
waste treatment and storage system or construction of new facilities will require a new
utilization plan and a new certification to be submitted to the North Carolina Division of
Water Quality (NCDWQ) before the new animals are stocked. I (We) also understand that
there must be no discharge of animal waste from this system to surface,waters of the state
from a storm event less severe than the 25 year - 24 hour storm. The approved plan will be
filed on -site at the farm office and at the office of the local Soil and Wafer Conservation
District and will be available for review by DWQ upon request. Failure to comply with the
Waste Utilization Plan may require any cost share funds to be refunded to their source.
Name of Facility Owner (please print): Allen Trott
Signature J / Date:
Name of Manager (if different from owner):
Signature:
Date:
Where owners of animal operations do not have adequate amounts ofland to apply the
waste, the producer must provide a written agreement whereby an landowner has
agreed to land apply or allow land application on his or her land. The attached agreement
may be used or some other documentation may be provided.
ADJACENT LANDOWNER AGREEMENT
I, understand that Mr./Mrs.
does not have ample land to apply the animal waste produced from his/her animal
operation. I agree and give permission for Mr./Mrs.
apply animal waste from his Waste System on acres of my land for the duration
of time shown below.
IR,
I further understand that this waste contains, nitrogen, phosphorous, potassium, and other
nutrient elements and when properly applied should not harm may land or crops. I also
understand that the use of this animal waste will reduce my need for commercial fertilizer.
Term of Agreement: , 19 to
(minimum of Ten years on Cost Shared items)
(See Spec cation No. 2)
Recipient Landowner (please print):
10
20

.:
Signature:
PLAN APPROVAL
Name of Technical Specialist (please print): Harry Tyson
Affiliation (Agency): NRCS
Address: 604 College Street
Jacksonville, NC. 28540
Date:
Signature: , Date: % 7
CI 7
S CD BOARD REVIEW
SWCD Representative (please print):
Signature:
file, GAWindowskPersonanQ2001Waste Utllizafion Plan cloc
4 December, 1997
11
FA
Date:

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�.r � r . � v ,r :•r r �w F r.'4=, : "Jy�: �:., �I' , t•'7 f�y��R�
'r1� N'risi 7 r r `• t rr�
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r

North Carolina Stale Unlvarely Is Aland. depattmsM of crop scleAce
grant unlvarsly and a conslluent (nor ku*n
of The Untveraly of North CaroiMA
Collage d Agriculture and Ulfe Sclencas
Carnpua Sox 7620
Atiolgh, NC 21806-7620
010.618.2e4r
019.816.7050 (tax)
Memorandum
TO: North Carolina Certified Technical Specialists ,
FROM: NC State University Forage Production Workgroup ,
DATE: July 13, 1998
SUBJECT: Crop Management Practices for Select Forages
Used In Waste Management 4
a>Q
The, following is a four -page summary of suggestions for management practices for some
forage crops that can be used In waste management plans. These Suggestions ate a result of
discussions within the NC State University Forage Production Workgroup, a group comprised
of NC State faculty and NRCS agency personnel with expertise with the crops,
There are limited documented research responses of some of these practic6ibn the malty Solis
and environments where these crops are currently being grown. '`'Thd` Vota& Production
Workgroup has taken the available data and used the combined kpbridnees • and reallstic
estimates of key people to come up with suggestions that will allow' fthmers tolticorporate
these crops and practices into waste management plans. As data `becot'ne ' available to
substantiate or refute these suggestions, the Forage Production Workgroup will make
appropriate changes.
Bermuda Overseeded With Cereal Rye and Annual Ryegrass
Currently two types of "ryegrass" are being used for winter overseedinj In fields used for
animal waste management. Cereal rye is a winter annual smallgrain that looks similar to
wheat, barley and oats. Annual ryegrass Is a winter annual grr;ss that'` dok9, much like tall
fescue. Both of these grasses, when growing during the winter on' bet6Wda"sod,"' Can have
significant Impact on subsequent bermuda yields. In effect,- the total gelds"tft' tn' do' acre
growing the combination of bermuda with these winter annuals will its�t fiy �Ibld between 1-2
tons more per acre than bermuda growing alone for the year. Therefore, the total amount of
PAN /acre for the year is about 100'Ibs more than for bermuda alone. Although cereal rye and
annual ryegrass are suitable crops for overseeding, the management of the crops are different
and thus practices Implemented are dependent on the crop selected.
r`�

* North CarolMe Stale Univonry Is a lead• Department of Crop SCIenCA
Van! t0verefly and a emstiluori 4 Rtdkn
of The Unlvomky of North Carolina
College of AWkullurs and Lffo Sclaacas
CampuA 13ox 7620
Aefolgh, NO 27095-7020
M.616.2847
90.lf 16.7062 (fax)
Cereal Rye
The cereal rye should be planted by October 15 to provide the best opportunity to get winter :.
growth. The most consistent stands are obtained from drilling rye Into short (less than 3 `
Inches tali) bermudograss sod. If drilling is not possible, the seeds may be broadcast on short
bermuda sod followed by a light cultivation with a disc or tillage Implerttent,``The Seeding rate
for broadcast planting of seeds should be 1.1 times the rate for drilled seeds.. The last
application of animal waste Is to be applied to the bermuda prior 4o,i<August
application of 30 lbs/acre of Plant Available N (PAN) may be applied belvli September 13
and October 30. An additional 50 lbs/acre of PAN may be applied in Vebruhty-March. If rye
growth is harvested on time and does not significantly shade the bermuda, PAN rates for the,,;.
subsequent bermuda crop are based on realistic yields of bermuda. A hat'•W§1 i$ re.qufred prior,,,
to heeding or April 7, which ever comes first. This is necessary to mEnIWft the potential for .
shading bermuda and reducing its yields. The PAN rate for grazed 9yst6rW With bermuda ;
overseeded with cereal rye must be reduced in accordance• "wlth'' NRGS • ,Technical
Standard #590.
Annual Ryegrass
Annual ryegrass should be planted by October 15 to provide the best opportunity to get winter `
growth. The most consistent stands ate obtained from drilling ryegrass Into short' (less than 3
Inches tall) bermudagrass sod. If drilling Is not possible, the seeds may be broadcast on short
bermuda sod followed by a light cultivation with a disc or tillage implement; #1! seeding rate;, .
for broadcast planting of seeds should be 1.5 'times the rate for drllldd'! ifs.-, The , last
application of animal waste Is to be- applied to the bermuda prior- to•"'Aug'Ust' 31. , An
application of 50 lbs/acre of (PAN) may be applied between September 13 and October X.,
An additional 50 lbs/acre of PAN may be applied in February -March.' If Additional PAN Is, ;
applied to the ryegrass In April -May, the PAN rate for the bermuda must Wreduced ,by
corresponding amount. This Is necessary because ryegrass growth during'"Aprit-May' will
reduce bermuda yields and shorten the time bermuda can fully utilize the N.11', ' harvest Is
required by heading or April 7, which ever comes first to prevent shading' of emerging
bermuda during April -May period. To favor the production 'of the bermuda; `additional, y
harvests of ryegrass will be required when the ryegrass canopy reaches 12 to.15 Inches height..,
The PAN rate for grazed systems with bermuda overseeded with annual tyegrw' ' must be
reduced In accordance with NRCS Technical Standard #590.

r'e
Animal Waste Management Plan Certification
(Please type or print all 'information that does not require a signature)
Exlstitii -, .i 0 gigwow , 0-,t l-0!
General Information:
Name of Farm: Double T Hog -Farm . Facility No: 67 - 57
Owner(s) Name: Hal 'Trott Phone No:- f 910) 324-4797
Mailing Address: 426 Gregory Fork Rd. Richlands, NC 28574
Farm Location: Fourteen Digit Hydrologic Unit:_ 03030001.010010
Latitude and Longitude: 34' 53' _ 007 / 77' 34' 10" County: ONSLOW
Please attach a copy of a county road map with location identified and describe below (Be specific: road
names, directions, milepost, etc.): On GregoGregoty F rk Rd. SR 122 a r x 0.3 miles SW of GregoKy
Crossroads, or the intersection_ of SR 1225.
Operation Description:
Type of Nivine No. of Animals Type of Poultry No. of Animals
❑ Wean to Feeder ❑ Layer
❑ Feeder to Finish ❑ Pullets
❑ Farrow to Wean
® Farrow to Feeder an S�
® Farrow to Finish _G 3 0 T Other Type of Livestock:
Type of Cattle No. of Animals
❑ Dairy
❑ Beef
Number of Animals;
Acreage Available for Application: 65.66 Required Acreage: 65.66
Number of Lagoons I Storage fonds: 3 Total Capacity: 1,457,333.1 Cubic Feet (R)
Are subsurface drains present on the farm: YES or O� (please circle one)
If YES: are subsurface drains present in the area of the LAGOON or SPRAY FIELD (please circle one)
***************************************************************************************
Owner 1 Manager Agreement
i (we) verify that all the above information is correct and will be updated upon changing. I (we) understand the operation and
maintenance procedures established in the approved animal waste management plan for the farm named above and will implement
these procedures. I (we) know that any expansion to the existing design capacity of the waste treatment and storage system or
construction ofnew facilities will require a new certification to be submitted to the Division of Environmental Management before the
new animals are stocked. I (we) understand that there must be no discharge of animal waste from the storage or application system to
surface waters of the state either directly through a man-made conveyance for from a storm event less severe than the 25-year, 24-hr
stoma and there must not be run-off from the application of animal waste. I (we) understand that run-off of pollutants from lounging
and heavy use areas must be minimized using technical standards developed by the Natural Resources Conservation Service. The
approved plant will be filed at the farm and at the office of the local Soil and Water Conservation District. I (we) know that any
modification must be approved by a technical specialist and submitted to the Soil and Water Conservation District prior to
implementation. A change in land ownership requires written notification to DEM or a new certification (if the approved plan is
changed) within 60 days of a title transfer.
Name of Land Owner: &�Z 11- &L� H A L 111 • r !T b -71"
Signature• Date:� 1 j _,2.2 _ Q i
Name of Manager (ifdillerent from owner): �. �� .Z� _n-to _

OPERATIONS BRANCH - lii ,4 rax :919-715-6048 Feb 24 :., 8 11:57 P. 03/07
:_• _
Technical Specialist Certification
t As a technical specialist designated by the North Carolina Soil and Water Conservation Commission
pursuant to 1 SA NCAC 6F .0005, 1 cert* that the animal waste management systein for the fiarm named
above has an m*nnl waste manlagement plan that meets or exceeds standards and specification of the
Division of Environmental Management (DE4 as specified in 1 SA NCAC 211.0217 and the USDA -Natural
Resources Conservation Service (NRCS) and/or the North Carolina Soil and Water Conservation
Commission pursuant to 1 SA NCAC 2H10217 and 1 SA NCAC 6F .0001-.0005. The following elements are
included in the plan as applicable. While each category designates a technical who may sign each,
certification (SD, SI, WUP, RC, I), the technical specialist should only cert� for which they are
technically competent,
R. Certi, f icadon - of Design
A) Collection,Storeat,TMIment Svitem
check�t proprfate boor
(9' Existing heility without retrofit (SD or WUP)
Storage volume is adequate for operation capacity; storage capability consistent with waste utilization
requirements.
Q New. expanded of retrofitted facility (SD)
Animal waste storage and treatment structutes, such as but not limited to collection systems, lagoons and ponds,
have been designed to meet oe exceed the minimum standards and specifications.
Name of Technical Specialist (Please Print): Harry $. TYson
AfI'iliationt US - NRCS
Address
Siiznatw
Phone No.: 9� 10) 4554472
Date: ZA&Z19 ?
8) Land Application"Site (WUP)
The plan provides for minimum separations (buf ets); adequate amount of land for waste utilization, chosen crop
is sortable for waste management; hydraulic and nutrient loading rates.
Name of Technical Specialist (Please Print): Harry S, Tysod
Affiliation: USDA - NRCS
Phone No.:, [phone]
Date:ZT 2 Z./27 _
Check the gpproprfate box
2"Facifitx withoutIo (SD or V WUP or RC)
This facility does not contain any exterior lots.
❑ 1Eacility with exterior lots (RC)
Methods to minimize the run off of pollutants from lounging and heavy use areas have been designed
in accordance with technical standards developed by NRCS.
Name of Technical Specialist (Please Print): Ha S. Tyson
Affiliation: USDA _ NRCS
Address (Agency): 6 St. Jacksonville.0-53 Phone No.: (910) 455,A472 __ _
Signature: eU,- Dater Z•
AWC --January 1,1997 2

. dPERATIONS 1 N -- Wr--.7ax:919-715-6048
:.� �•VJ,RplPtbnn MQ HandliilL 1, tent
Chd�* the .Approppfxe box .-
Feb 24, %B 11:58 P.04107
i
—is
Ex'st'llg gr 631114kil 6cifity with Oxi$kiAg-wu-tO-BPDlicati2L—egmigmie—nWI(WUP ar 1)
Animal waste application equipment specified in the plan has been either Feld calibrated or evaluated in accordance
with existing design charts mad tables and is able to apply waste as necessary to accommodate the waste management
plan: (existing application equipment can cover the area required by the plan at rates not to exceed either the
specified hydraulic or nutrient loading rates, a schedule for tinting of application has been established; required buffers
can be maintained and calibration and Adjustment guidance am'eontained as part of the plan).
(} UMO W��ded,.�Lg f &tin$ facility withnuLfxistinr waste application equipment Lor M20X irrinlien (I)
Animal waste application equipment Specified in the plan has been designed to apply waste as necessary to
accommodate the waste management plan; (proposed application equipment can cover the area required by tba plan at
rates not to exceed either the Specified hydraulic or nutrient loading rates: s schedule for timing of applications has
been established; required buffers can be maintained; calibration and adjustment guidance are contained as part of the
plan).
(} ex or exilting facilitX[bootwaste applicatign Cquipment s'
iujaatlon. (WUP or I)
Animal waste application equipment specified in the plan has been selected to apply waste as necessary to
accommodate the waste. management plan; (proposed gpplication equipment can cover the area required by the plan at
rates not to exceed either the -specified hydraulic or nutrient loading rates; a schedule for tuning of applicaions has
been established: required buffers can be maintained; calibration and adjustment guidance are contained as part of the
plan).
Name of TechzricaI Specialist (Please Print R.
Affiliation: $2- (-SJF �'` � �.1 We
Address(Agency): A Phone No:
a
Signatu 57 Date:
L_1fl01,_r,MKi7HQXJ TUN- a All•,; .
The Waste management plan fbr this faFil$y ' ��� L�,Waste Management Odor Control Checklist, act Insect Control
Checklist, a Mortawty Management I , 4*01imergeucy Action plan. Sources of both odors and insects have
been evaluated with respect to this site and Best Management practices to Minimize Odors and Best Management
Practices to Control Insects have been selected and included in the waste management plan. Both the Mortality
Manangement Plain and the Emergency Action Plan are complete and can be implemented by this facility.
Name of Technical Speclaiist (Please Print): Harry S. Tyson
Affiliation: USDA - NRCS
Address (Agency): 604 College St. Jacksonville NC Awe No.:
Signature: Date:
F) ' ten of NdAr Expanding S a - -- r r
The following signature block is on y to be used for now or expanding swino farms that begin construction after June
21, 1996. If the facility was built before June21, 1996, when was it constructed or last expanded . I(we)
certify that I(we) have attempted to contact by certified mail all adjoining property owners and all property owners
who own property located across a public road, street or highway from this new or expanding swine farm. The notice
was in compliance with the requirements of NCGS 106.805. A copy of the notice and a list of the property owners
notified is attached.
Name of Land Owner: L
�_
Signature: Date:
Name of Manager (if different from owner):
Signature: Date:
AWC — January 1, 1997

OPERATIONS BRANCH - W-.•";3x:919-715-6048 Feb 24 '•=8 11:59 P.05/07
III. Certif cation of Installation .
A) Collection torn a atment fnstallatio
ew anAW thoffity(SI)
Animal waste storage and treatment stmuciures, such as but not limited to lagoons and ponds, have been installed
in accordance with the approved plan to meet or exceed the minimum standards and specifications.
For crblyng facilitiesr without reft ts, no eerl(flcatlon is neemmy.
Name of Techn lcal Specialbt (Pleases Print):
Affiliation:
Address (Agency): Phone No.:
Signature: Date:
S) sand Application ftg (WUP)
Check the appropriate bm
U The cropping system is in place on all land as specified in the and waste management plea.
Ci Conditional Approval: all requited land as specified in the plan is cleared for planting; the cropping
system as specified in the waste utilization plan has not been established and the owner has cor m fitted
to establish the vegetation as specified in the plan by (month/day/year); the ' proposed
cover crop is appropriate for compliance with the waste utilization plan.
Q Also check this box If appropriate
If the cropping system as specifled in the plan can not be established on newly cleared land within 30 days of
this certification, the owner has committed to establish an interim crop fbr erosion control
Name of Technical Specialist (Please Print): Ham S. Tim
Af iHation: USDA - NRCS
Address (Agency): 604 Collet St. Jacksonvill 28540-5392 Phone No.: 9 0 45 A472
Signature: Date: LZILZZ2
This following signature lock is only to be used when the box for conditional approval in ILL B Above
has been checked.
I (we) certify that I (we) have committed to establish the cropping system as specified in my (our) waste
utilization plan, and if appropriate to establish the interim crop for erosion control, and will submit to DEM a
verification of the completion fiiom a'Technical Specialist within 15 calendar days following the date specified
in the conditional certification. I (we) realizethat failure to submit this verification is a violation of the waste
management plan and will subject roc (us) to an enforcement action ftom DEM.
Name of Land Owner (Please Print):
Signature: Date:
Name of Manager (if different from owner):
Signature: Date:
AWC —January 1. 1997 4

OPERATIONS BRANCH — W .. 'ix:919-715-6048 Feb 24, '•,9 11:59 . P. 06f07
• with eittrior
Methods to minimize the run off of pollutants from lounging and heavy use areas have becn installed as specified in
the plan.
facilities without extrrlor lots, no certification is
Name of Technical Specialist (PIease Print):
Affiliation:
Address(Agency): Phone No.:
Signature: Date:
tt n and Handlingt (WUi' or 10
Track the appropriate block
XAnimal waste application and handling equipment specified in the plan is on site and ready for une; calibration and
adjustment materials have been provided to the owners and are contained as part of the plan.
(} Animal waste application and handling equipment specified in the plan has not been installed but the owner has
proposed leasing or third party application and has provided a signed contract; equipment specified in tho"contract
agrees with the requiromernts of the plan; required buffers can be :maintained, calibration and adjustment guidance have
beca provided to the owners and are contained as part of the plan.
() Conditlowd approval: Animal waste application end handling equipment specified in the plan has been purchased
and will be on site and installed by (month/day/year); there is adequate storage to
hold the waste until the equipment is Installed and until the waste can be land applied in accordance with cropping
system contained in the plan; and calibration and adjustment guidance have been provided to the owners and are
contained as part of the plan.
Nance of Technical Specialist (Please Prig(); L Fr—
<5>'r
Affiliation: �Q' ��'•.,
Lml,
Address(Agenc = ' �' ~. rE Phone No, :��
0
SignatureDate
4-�-
::
64�9 7
The following nature blot',: is oply j•7pbe' J$t conditional approval in Ill D above has been checked.
I (we) certify at l (we) ,rave committed to ptftr,�s&e tt, * •Waste application and handling equipment as specified in my
(our) waste management plan and will submit to of delivery and installation from it Technical Specialist
within IS calendar days following the date specified in the conditional certification. I (we) realize that failure to submit this
verification is a violation of the waste management plan and will aub)ect me (us) to an enforcement action from DEM.
Name of Land Owner:
Signature: Date:
Name of Nlanager(if different from owner):
Signature: Date:
E) Odor Control. Insect Control and Mortality Mananement lSD_SI_WIIP.IRC nril
Methods to control odors and insects as specified in the Plan have been installed and are operational. The mortality
management system as specified in thr Plan has also been installed and is operational.
[Name of Technical Specialist (Please Print): Harry S. Tyson
Affiliation: USDA - NRCS
Address (Agency) 604 a sT• JAaL93fn= W Phone No.:
Signature:
AwC — ]anurary 1,1
r
Date:

44
DOUBLET., SWINE FARM
Swine Operation
650 SOWS FARROW TO FINISH
Onslow County, North Carolina
Class IV
Designed: Date: 7
Reviewed: Date:
Approved • .. (. / \��� 2.i Date t
Approved: Date:

PRODUCER: DOUBLE T. SWINE FARM
N' 1. Obtain required permits (026, 401, 404, dam safety, etc.)
2. Hazard Classification Sheet (NC-ENG--34) -
a. Geodetic map showing lagoon location, distance to nearest
residence, and breach route.
3. Soil Investigation Sheet (SCS-ENG-538) -
a. Investigation made by Soil Scientist and/or Engineer with
backhoe on Class III or IV lagoons, as well as other
questionable sites. Investigation to be coordinated with
state Engineer's office on Class V lagoons.
b. Pits 1.0' - 2.0' below designed bottom of lagoon
C. Seasonal and permanent high water table depths recorded
�4. Grid Sheet -
a. Location and dimensions of lagoon and buildings
b. Location and elevation of soil pits
C. Surface water removal (diversions, pipe outlets, etc.)
d. North arrow
e. Bar scale
f. Paydirt program must have a scale of,1"=50' or less
p/ 5. Storage Volumes (prelude spreadsheet) -
a. Designed volume exceeds needs
b. All temporary storage stored above seasonal high water table
C. Minimum 6 ft. depth and 1 cu. ft. per pound of steady state
live weight for treatment volume.
Q/ 6. Excavation and Fill Calculations (include building pad fill)
7. Lagoon Summary Sheet & Typical Cross -Section (area form)
g/ 8. Construction Specifications (area form)
9. Waste Management Plan (area form)
a. Soil survey sheets showing all fields and suitability of
crops
b. Signatures of producer and person preparing plan
c. Agreement sheet signed by adjoining landowner (if needed)
d. Include attachment "B" on sampling procedure
NSA _.g 10.
Transfer Pump
and Sump Design
(if needed)
�1.
Operation and
Maintenance Plan
(area form)
Designed by:
Date:
Approved by: Date:

rl,2b �UNNIn1C"1 iN
I
P c•�1vINC� �
-A 3 N;z.o;i to. 5it
SCS-ENG-538
Rev. 5-70
U. S. DEPARTMENT OF AGRICULTURE
SOIL CONSERVATION SERVICE
SOIL INVESTIGATION TO DETERMINE SUITABILITY OF PROPOSED POND SITE
FARMER'S NAMFIIA DISTRICT
DATES 1_18.191 COUNTY _. J 1.0Y0__
S. C. S. PHOTO SHEET NO. WORK UNTF
WATERSHED AREA MEASUREMENTS
CROPLAND ACRF,S PASTURE ACRES
WOODLAND ACRES TOTAL ACRES POND CLASS WORK UNIT CONSERVATI JJ -IST
SKETCH OF PROPOSED POND SHOWING WHERE BORINGS WERE MADE (Approx. scale 111a feet)
Local@ rderrnce point rn center line of dam and ldentily art sketch.
I
I
E
! f I
I
i ej it
I �
i
A.S�
i
SH
i
I
I
_
!
`
I
'
f
SHOW
DEPTH
SCAI,F,
BORING NUMBER AND PROFILE
Afnke and Gel darn sire and spillway bn-ngs first - then ponded arva o,d borrow pit borings • separate with verNoal red /one.
rcnntinu at nn baeh W rnr nrccfaaryl Shaw Boater able rirvall. na dant•site borings.
1 2 3 1 ;- 6 T g 3 11 12 ;I i3 14 15 IB 17 IB 1S 20 21 22 23
0-1/ 'SM
{;
61'113
li5fA
fr
5
G
SIP-
I
,
r
r
I
3
d
SORINGS !MADE SY&8C-b-140E— SIGNATURE &
u

TYPES OF MATERIAL ENCOUNTERED IN BORINGS
(Use one of systems below)
UNIFIED CLASSIFICATION
USDA CLASSIFICATION
GW- Well graded gravels; gravel, sand mix
GP -Poorly graded gravels
g-gravel
s - sand
GM - Silty gravels; gravel -sand -silt mix
vfs - very fine sand
GC -Clayey gravels; gravel -send -clay mix
sl- sandy loam
SW -Well graded sands; sand -grovel mix
fsl-fine sandy loam
SP -Poorly graded sands
1- loam
SM - Silty sand
SC -Clayey sands; sand -clay mixtures
ML-Silts;silty,v.fine sands; sandy or clayey silt
gl - gravelly loam
si-silt
811-silt loam
CL-Clays of low to medium plasticity
cl - clay loam
CH -Inorganic clays of high plasticity
slcl-silty clay loam
MI# - Elastic silts
OL-Organic silts and silty clays, low plasticity
scl -sandy clay Loam
sic -silty clay
OH -Organic clays, medium to high plasticity
c -clay
1. Suitable material for embankment is available [ayes Q No (indicate where locoted on rhk sketch a"
a romw a1Qy / I (+ (l•
REMARKS: 6,0e C C Ina to Ct I Q vQ r^Q e datih a �i 9 'off
2. Explain bazards requiring special attention in design (Seepage, spring.•,exk ert)
PrvposQ d o r �lanv�� l 60I1r»1 1,51 Ada✓e, 51DII,
! 11
G;ne 6e&a-f /.S� GL Ma& -gin prop aS.ea 4iJG1r►++1
+S ►n S,f�.
GENERAL REMARKS:
00 cl
24
25
26
27
29
29
301131
32
331184
36
86
37
36
39
i;401141042
43
44
45
46
47
48
49
80
51

` U. S. Department of Agriculture NC-ENG-34
Soil Conservation Service September 1980
File Code: 210
X 'V40" ,,
HAZARD CLASSIFICATION DATA SHEET FOR-WS-
Landowner ,y ,� 2cTi .� �ti TizoT County
Community or Group No. 01 *-/ P Conservation.Plan No.
Estimated Depth of Water to Top of Dam 3,�� Ft. Length of Flood Pool. � v Ft.
r '
Date of Field hazard Investigation i997
Evaluation by reach of flood plain downstream to the point of estimated minor effect
from sudden dam failure.
Est, Elev. :Est. Elevition
Kind of :Improvements: of Breach
Reach: Length: Width: Slope: Land Use Improvements Above :Floodwater Above
Flood Plain: Flood Plain
t.' Ft. : t. Ft.
1,0nv D
deoe� . 5no . • 3
CO.
3 ;
•
Describe potential for loss of life and damage to existing or probable future downstream
improvements from a sudden breach Sat, •&� r X-Xd4A(.4'-_ vi' srAcfa Er.9,,'_-_ Al c1C tiv:
1q e4'V6 C.o Xl/Y Oh /W'd-rc %t.vw1 aw ��Il�o.v -Aet� si rr.'1 �G Ad vv.v
L_"V.t"G -'—rV ZrJvuar 144,41, lv.����'N�d•_-,�oo'r;o Gut:T�AMai-Jocti+' 1. ilifw �1'lii:.t_
Hazard Classification of Berm (6), b, c) (see NEM-Part 520.21)
jam 460Cl cti� V)
Classification (I, II, III,
By x'0A.'Z", •G'� !✓�zrce Date_ -
name) (title
Concurred B ` Qc �� - C2� Date 6 97
name title
NOTE: 1. Instructions on reverse side.
2. Attach additional sheets as needed.

ace • A,.. a
,.0.,03
LAGOON SUMMARY SHEET & TYPICAL CROSS-SECTION
SINGLE STAGE LAGOON
Top Width
Settled Top. of Dam: �— I ?, 0 Construct Top of Dam
5lape
Natural Ground Elev.
Cut-off Trench
Width depends on equipment--� _P�
Fill Yardage:
Slope
3
Depth determined by
SCS on site
Start land application Stop land application
elev. 4(0,9 elev. 4-4, S
Bent Temporary Storage Volume J Z.2 3 Z I cu . f t . /
Support --------
3
Treatment volume /S%Cb 4- 1 cu. ft.
Top of sludge elev. ---
-------------------------
\ Sludge Volume
Bottom elev. -,2C2,rZ.
Lagoon size (inside top):
OWN
Length z59.3 Width 17Q 3 Cu. Yds. Excay.
Bench Mark Description: _iJAiL IAA PoWEfc PO[.E s� S(TF ingP
Elevation: ysa.o r
General Information
Engineering Job Class: 22
Hazard Class: CL T
Animal Type: f CL;L AQ_ _ -
Type Operation: u) 4 FlmlS14
Number of Animals: _-(,05C) -Sow g
(NOTE: If construction is not started
within one year, this plan is not valid
until a re-evaluation of the design and
flood plain safety hazards are made.
Lagoon for Animal Waste
IDau L . WINE Farm
0 NSA --- County
N G Stave
U. S. Department of Agriculture
Soil Conservation Service
Designed by:
Approved by:
Title:
Date:

4,4'.4
Producer: DOUBLE T SWINE FARM
Foundation Preparation: All trees and brush shall be removed from
the impoundment area before construction is started. The foundation
of the lagoon shall be cleared of all trees, stumps, roots, brush,
sod, organic soil, and debris. All stumps and all roots exceeding 1
inch in diameter shall be removed to a minimum depth of 1 foot.
Satisfactory disposition will be made of all debris. After clearing
is completed the foundation area shall be loosened thoroughly and
roughly leveled, with suitable equipment, before placement of any
embankment material.
Removal of Existing Tile Drains: When specified, the contractor
shall construct an observation trench along the entire length of the
embankment to a minimum of five feet in depth. The trench shall
have a bottom width adequate to accommodate the equipment used for
excavation, backfill, and compaction operations and the side slopes
shall be 1:1 of flatter. When tile drains are encountered, the the
shall be removed to a minimum of 15 feet -beyond the downstream
embankment toe as measured perpendicular to the embankment. If a
tile line exists above the embankment it shall be rerouted around
the lagoon in an approved location. The trench shall be backfilled
and compacted as noted under Embankment construction.
Cutoff Trench: A cutoff trench shall be excavated to a minimum
depth of 24 inches under the embankment. The exact depth shall be
determined on site by NRCS. The trench shall be located at or
upstream from the centerline of the dam. The trench shall have a
bottom width adequate to accommodate the equipment used for
excavation, backfill, and compaction operations and the side slopes
shall be 1:1 of flatter. The cutoff trench shall be backfilled with
clay material. The trench shall be backfilled and compacted as
specified under Embankment Construction. All standing water shall
be removed from the trench before backfilling is started.
Excavation: Topsoil shall be stocked piled separately for later
use. The completed excavation shall conform to the lines, grades,
and elevations shown on the plans. The lagoon bottom shall be
approximately level and the side slopes shall be uniform from top to
bottom. Scarify the bottom and cut slopes of the lagoon a minimum
depth of six inches and compact to decrease the permeability of the
soil. Compaction shall be with a sheepsfoot or tamping roller.
tu 44- 1-7
Liner: The minimum required thickness shall be 1.5 feet. A liner
is required when the attached soils investigation report so
indicates or when unsuitable material is encountered during
construction. When areas of unsuitable material are encountered,
they will be over -excavated below finish grade to the specified
depth as measured perpendicular to the finish grade. The foundation
shall be backfilled as specified to grade with a NRCS approved
material (ie - CL,CH,MH,SC).
1

Soil liner material shall come from an approved borrow area. The
minimum water content of the liner material shall be optimum
moisture content which relates to that moisture content when the
soil is kneaded in the hand it will form a ball which does not
readily separate. Water shall be added to borrow as necessary to
insure proper moisture content during placement of the liner. The
moisture content of the liner material shall not be less than
optimum water content during placement. The maximum water content
relates to the soil material being too wet for efficient use of
hauling equipment and proper compaction. The fill shall be brought
up in approximately horizontal layers not to exceed 9 inches in
thickness prior to compaction. Each layer will be compacted by a
minimum of four passes of a sheepsfoot or tamping roller or
equivalent method approved by the designer.
The soil liner shall be protected from the discharge of waste outlet
pipes by using rock or flexible outlets on the waste pipes.
Embankment Construetiont The completed earthfill shall conform to
the lines, grades, and elevations shown on the plans. Earthfill
material shall be free of sod, roots, stones over six (6) inches in
diameter, and other objectionable materials. Previous material (SP
or SM) shall not be used in the embankment except the outside
slopes. As a minimum compaction shall be equivalent to, or better
than, the following: 1). layers of fill material shall not exceed 9
inches in thickness before compaction, 2). the routing of the
hauling and spreading equipment over the fill must be in such a
manner that every point on the surface of each layer of fill will be
traversed by not less than one tread track of the loaded equipment
traveling in a direction parallel to the -main axis of the fill. 3).
Clayey soils shall be compacted with a sheepsfoot or tamping roller.
Construction of the fill shall be undertaken only at such times that
the moisture content of the fill material will permit a reasonable
degree of compaction.
Construction of the embankment shall allow an additional 5% for
settlement. Stock piled topsoil shall be spread over top of
embankment and outside side slopes for the establishment of
vegetation. The side slopes of the settled embankment shall not be
less than 3 horizontal to I vertical.
�13 2-Pality Assurance: During construction of the earth embankment, a
qualified inspector as designated by the designer must be on site
i{S`o during construction as necessary to verify proper construction.
Testing will be required as deemed necessary by the inspector and/or
designer.
During construction of a clay liner, a qualified construction
inspector as designated by the designer must be on site during
construction as necessary to verify the liner is installed in
accordance with NRCS South National Technical Center (SNTC)
Technical Note 716 (revised Sept. 1993). In the absence of
2

.,,,0
supervision of construction by a qualified inspector, the liner must
be tested to verify a maximum allowable permeability of 0.00001
cm/sec.
when testing is required, the owner will be responsible for
furnishing test results and certification that the construction
meets the design requirements. Any tests and certification should
be performed by a certified laboratory.
Emergency Spillway: The emergency spillway shall be placed in
undisturbed soil when possible. When it must be placed in fill
material, the fill material will consist of clay and compaction
will be by sheepsfoot or tamping roller.
inlet and overflow Pipes: Pipes that convey waste from the houses
to the lagoon shall be a minimum of 6 inches in diameter and have a
minimum slope of 1 percent. The pipes shall be installed in a
manner that will prevent erosion of the lagoon side slope by
extending the pipe beyond the slope of the lagoon and discharging
the waste below the surface. Overflow pipes, used to discharge
effluent from one lagoon to another, shall have a minimum diameter
of 6 inches with a elbow or tee on the inlet end.
Pollution Control During Construction: stripping of embankment and
borrow areas shall be done as they axe needed in a normal sequence
of construction. Use temporary mulch protection on all disturbed
areas that are subject to erosion and will not have substantial
additional work performed for 30 days.
Vegetation: Vegetation shall be established on the slopes,
embankment top and all other disturbed areas, except the area that
will be inundated, as specified in the plans as soon as possible
after construction. Necessary steps shall be taken to ensure that a
good stand of vegetation is established in a reasonable amount of
time.
seeding rates are:
100
60
1000
2
3000
lb.FESCUE
lb.SMALL GRAIN
lb. 10--10-10
tons lime
lbs. wheat straw per acre.
OR QUICK COVER
Permanent Stake: A permanent stake (CCA salt treated 41'x4" post or
1 inch diameter PVC pipe with tee) marked to indicate pumping
level elevations, shall be placed in the inside slope at one end of
the lagoon.
3

Producer: DOUBLE T. SWINE FARMS
The purpose of this plan is to provide guidelines for carrying out
the routine operation and maintenance work needed to keep this swine
waste management system functioning as planned. Routine maintenance
is considered to be normal good care of the system. Good
maintenance adds to beauty, usefulness, and permanence.
A. Maintenance
The routine maintenance of the lagoon involves the following:
1. Maintenance of a vegetative cover on the embankment top and
side slopes: FESCUE is being established on these areas.
Beginning iW 1997 and each year thereafter, the embankment
should be fertilized with 800 pounds of 10-10-10 per acre to
maintain a vigorous stand.
2. Control of brush and trees on the embankment. This may be
done by mowing, spraying, or chopping, or a combination of
all three. This will need to be done at least once each
year and possibly twice in years favorable to heavy growth
of vegetation.
Maintenance inspections of the lagoon should be made during the
initial filling of the lagoon and at least monthly. Items to be
checked should include, as a minimum, the following:
1. Waste Inlet Pipes, Recycling Pipes, and Overflow Pipes
a. separation of joints
b. cracks or breaks
C. accumulation of salts or minerals
d. overall condition of pipes
2. Lagoon surface
a. undesirable vegetative growth
b. floating or lodged debris
3. Embankment
a. settlement, cracking or "Jug" holes
b. side slope stability - slumps or bulges
C. wet or damp areas on the back slope
d. erosion due to lack of vegetation or as a result of
wave action
e. rodent damage
4. Transfer Pump -- recycling and irrigation pumps
I

.nns
a. overall pump operation
b. leaks
C. loose fittings
5. Surface water diversion
a. adequate vegetation
b. diversion capacity
C. ridge berm height
B. OReration
Your animal waste management facility was designed for a
total of 650 sows (Farrow to Finish). The lagoon contains
both permanent and temporary storage. The permanent storage
is not to be pumped in order to ensure that anaerobic action
will occur. The design storage includes permanent storage
of one cubic foot per pound of steady state live weight.
The temporary storage portion of the lagoon includes
capacity for the volume of waste produced over 90 days, the
amount of rainfall in a 25 year 24 hour storm event plus an
additional "heavy rain" factor, and rainfall in excess of
evaporation. Your facility is designed for 90 days of
temporary storage; therefore, it will need to be pumped
every three months. Begin pump -out of the lagoon when fluid
level reaches elevation 46.9 ft. as marked by permanent
markers. Stop pump -out when the fluid level reaches
elevation 44.5 ft. Pumping can be started or stopped at any
time between these two elevations for operating convenience
as site conditions permit, such as weather, soils, crop, and
equipment in order to apply waste without runoff or
leaching.
The attached waste management plan must be followed. This
plan recommends sampling and testing of waste (see
Attachment B) before land application. The waste material
should be analyzed before each application cycle to
determine its nutrient content. A soil test of the area of
application should be made annually to insure the waste is
applied as reasonably and practically possible to
recommended rates.
Waste treatment lagoons must be precharged with a volume of
water equal to one-half of the treatment volume before
wastes are introduced. Precharging reduces the
concentration of the initial waste entering the lagoon
thereby reducing odors. Solids should be covered with
effluent at all times.
Pipes that are used for recycling effluent to use as flush
water and ,irrigation intakes must be placed 18 inches below

u."e
the surface and as far from the inlet pipes as possible in
order to provide a cleaner effluent for flushing and to
reduce odors when irrigating on land. When these pipes are
placed through the embankment, they should be installed no
more than two feet below top of dike and not in the highest
section of fill. The pipe trench should be compacted with
clay material.
After five years the waste treatment lagoon must be checked
for sludge accumulation annually. If sludge has encroached
into the treatment volume, the sludge must be removed and
applied at agronomic rates based on analysis of the sludge.
Treatment volume must have a minimum of 4 feet of -depth free
of sludge at all times.
NOTE: This operation is a very complex operation and will
require some very good management to properly handle the
temporary storage. It is very important and will be
necessary for the owner to pump down lagoon number 3 prior
to diverting the temporary storage from lagoons number 1 and
4. This sari be managed by the use of gate values that are
required in the plan.
In December 1992, the Environmental Management Commission
(EMC) in North Carolina revised water quality regulations
that address animal operations. These rules became
effective on February 1, 1993 (15A NCAC 2H .0200). This
animal operation shall be operated within the requirements
of these rules and regulations.
3

" THIS DESIGN IS FOR A SINGLE STAGE SWINE LAGOON
CLIENTS NAME
COUNTY
TODAYS DATE---_==_=_W_____________>
SITING LAW DISTANCES OKAY (YES OR NO) =>
NUMBER OF PIGS WEANLING TO FEEDER
NUMBER OF PIGS FEEDER TO FINISH =======>
NUMBER OF SOWS FARROW TO WEAKLING
NUMBER OF SOWS FARROW TO FEEDER
NUMBER OF SOWS FARROW TO FINISH
NUMBER OF DEVELOPING GILTS
NUMBER OF STUD BOARS OR GESTATING SOWS >
NUMBER OF YEARS OF SLUDGE ACCUMULATION >
(5 year minimum unless retrofit)
TOP LENGTH AT NORMAL WATER LEVEL=----�>
TOP WIDTH AT NORMAL WATER LEVEL
NORMAL WATER LEVEL ELEVATION ======--==>
SEASONAL HIGH WATER TABLE ELEVATION =__>
LAGOON BOTTOM ELEVATION
Depth of Permanent Water 6.0
(minimum depth including sludge = 6 feet)
(maximum depth of sludge = 2 feet)
SIDE SLOPES=----------=-=W===---_ =W==>
Permanent Volume Required 389675.0
Permanent Volume Provided 390048.0
ADDITIONAL DA W/O EVAP. (VEGETATED) __=>
ADDITIONAL DA W/O EVAP. (NON--VEGET.)
(i.e. feedlot & non -diverted area)
ADDITIONAL D. A. WITH EVAPORATION
(i.e. pumpout pond)
LENGTH OF PUMPING CYCLE
GALLONS OF FRESH WATER ADDED DAILY
NORMAL RAINFALL FOR PUMPING CYCLE
PERCENT RUNOFF ON VEGETATED AREAS
PERCENT RUNOFF ON NON -VEGETATED AREAS =>
NORMAL EVAPORATION FOR PUMPING CYCLE=>
25YR/24HR STORM RAINFALL
RUNOFF DEPTH FROM VEGETATED AREAS =--==>
RUNOFF DEPTH FROM NON -VEGETATED AREAS =>
INCLUDE HEAVY RAIN (YES=1, NO=O)
FREEBOARD=-___==--=W=-----------=--=W=>
TROTT FARMS LAGOON 1
ONSLOW COUNTY
DECEMBER 12, 1996
Yes
0
0
0
0
275
0
0
0
592.0
FEET,,
124.0
FEET , ' :.
46.7
FEET•
4 6 .7
FEET
40.7
FEET i
feet
2.0:1
cubic feet
cubic feet
0 SQUARE,FEET
1355 SQUARE. -FEET
0 SQUARE.FEET
90 DAYS
.0 GALLONS
11.7 INCHES
30 PERCENT',
100 PERCENT
5.1 INCHES.;
8:0 INCHES
0.0 INCHES
0.0 INCHES
0 (NUMBER ONLY)
1.0 FEET;
ESTIMATED TOP OF DAM ELEVATION ========> 50.1 FEET
Temporary Storage Volume Needed 178809.6 cubic feet
Temporary Storage Volume Provided 184501.2 cubic feet
Top of Dam Elevation =
Inside Dimensions of Lagoon at Top
Length = 605.6 feet Width =
ESTIMATED DEPTH TO PUMP =
Volume To Be Pumped =
Volume for Estimated Depth =
Begin Pumping Elevation =
Stop Pumping Elevation =
5-7 9/ 5 2 2,s
,,__ .
50.1 feet
of Dam
137.6 feet
1.7 FEET
123256 cubic feet
128958 cubic feet
48.4 feet
46.7 feet
0
18 �� 0�;2.
Sly-,sgg.Z
r

•
1. STEADY STATE LIVE WEIGHT
0
head
weanling to feeder
x 30 lbs. =
0
lbs
0
head
feeder to finishing
x 135 lbs. -
0
lbs
0
sows
farrow to weanling
x 433 lbs. =
0
lbs
0
sows
farrow to feeder x
522 lbs. -
0
lbs
275
sows
farrow to finish x
1417 lbs. --
389675
lbs
0
developing gilts x 150 lbs.
=
0
lbs
0
stud
boars or gestating
sows
0
TOTAL STEADY STATE LIVE WEIGHT (SSLW) = 389675 lbs
2. SLUDGE ACCUMULATION
Sludge accumulates at varying rates.
0 pounds weanling to feeder x 0.25
0 pounds feeder to finishing x 0.25 =
0 pounds farrow to weanling x 0.17 =
0 pounds farrow to feeder x 0.17 =
389675 pounds farrow to finish x 0.25 =,
0 pounds of developing gilts x 0.25 -
0 lbs. of boar studs or gest. sows * 0.125=
TOTAL SLUDGE ACCUMULATION
3. REQUIRED LIQUID VOLUME OF LAGOON
Design Treatment Volume varies by animal type.
0 pounds weanling to feeder x 1.0 --
0 pounds feeder to finishing x 1.0 =
0 pounds farrow to weanling x 0.67 -
0 pounds farrow to feeder x 0.67 =
389675 pounds farrow to finish x 1.0 =
0 pounds of developing gilts x 1.0 -
0 lbs. of boar studs or gent. sows * 1 -
TOTAL LIQUID VOLUME REQUIRED FOR LAGOON
TOTAL VOLUME FOR TREATMENT AND SLUDGE _
4. NORMAL LAGOON LIQUID LEVEL
0
cu.
ft.
0
cu.
ft.
0
CU.
ft.
0
cu,
ft.
91418.75
cu.
ft.
0
cu.
ft.
0
cu.
ft.
Maintain normal lagoon liquid level at elevation
Construct lagoon bottom elevation 40.7 feet
0 cu. ft.
0
cu.
ft.
0
cu.
ft.
0
cu.
ft.
0
cu.
ft.
389675
cu.
ft.
0
cu.
ft.
0
cu.
ft.
389675 cu. ft.
389675 cu. ft.
46.7 feet
Lagoon size for normal lagoon liquid volume using prismodial formula
SS,/ENDI SS/END2 SS/SIDE1 SS/SIDE2 DEPTH
2.0 2.0 2.0 2.0 6.0
AREA OF TOP
LENGTH *WIDTH =
592.0 124.0
AREA OF BOTTOM
Lb * Wb =
568.0 100.0
AREA OF MIDSECTION
(Lm * Wm)
580.0 112.0
73408.0 (AREA OF TOP)
56800.0 (AREA OF BOTTOM)
64960.0 (AREA OF MIDSECTION)

CU. YD. = (AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOMS * DEPTH/6
73408.0 259840.0 56800.0 1.000
r
VOLUME OF LAGOON AT NORMAL LAGOON LIQUID LEVEL=90048:0 CU. FT.
VOLUME -NEEDED = 389675.0 CU. FT.
THE SURFACE DIMENSIONS OF THE LAGOON AT NORMAL LIQUID LEVEL
ARE 592.0 FEET LONG BY 124.0 FEET WIDE
5. DAM
Place spoil as a continuous dam to elevation
6. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dam)
Length * Width -
605.6 137.6 83330 square feet
Additional Drainage Area Without Evaporation
Vegetated 0 square feet
Non -Vegetated 1355 square feet
Additional Drainage Area With Evaporation
0 square feet
TOTAL DA 84686 square feet
Pumping cycle to be 90 days.
6A. Volume of waste produced
0 head weanling to feeder x 0.5 gals/day -
0 head feeder to finishing x 2.3 gals/day
0 sows farrow to weanling x 7.2 gals/day
0 sows farrow to feeder x 8.0 gals/day =
275 sows farrow to finish x 23.0 gals/day R
0 developing gilts x 2.5 gals/day -
0 stud boars or gent, sows x 6.7 gals/day =
50.1 feet.
0 gals/day
0 gals/day
0 gals/day
0 gals/day
6325 gals/day
0 gals/day
0 gals/day
TOTAL VOLUME OF WASTE = 6325 gals/day
Volume = 6325 gals/day * 90 days in the pumping
cycle divided by 7.48 gallons per cu. ft.
Volume = 76102.9 cubic feet
6B. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest
amount.
Excess rainfall (difference) = 6.6 inches
Volume = Volume from lagoon + volume from feedlots, -etc + volume from
Volume = 47152.9 cubic feet

6C. Volume of fresh water added
This is the amount of fresh water used for washing floors or
volume of.fresh water used for a flush system4',Flush systems
that recycle the lagoon water are accounted for in 6A.
Volume = 0 gallons/day * 90 days in pumping
cycle divided by 7.48 gallons per cu. ft,
Volume = 0 cubic feet
6D. Volume of 25 year - 24 hour storm
Volume = Volume from lagoon + volume from feedlots, etc + volume from
Volume = 55553.7 cubic feet
6E. Volume of "Heavy Rain"
Volume = Volume from lagoon + volume from feedlots, etc + volume from
Volume = 0.0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
6A. 76102.9 cubic feet'of waste
6B. 47152.9 cubic feet of excess rainfall
6C. 0.0 cubic feet of fresh wash water
6D. 55553.7 cubic feet of 25yr-24hr storm wate
6E. 0.0 cubic feet of.heavy rainfall
TOTAL TEMPORARY STORAGE 178809.6 cubic feet
7. DEPTH OF STORAGE REQUIRED (ABOVE NORMAL LIQUID ELEVATION OF LAGOON)
VOLUME OF TEMPORARY STORAGE WHEN TOP OF DAM IS
50.1 FEET ELEV.
AREA OF BOTTOM =
73408.0
sq. ft.
AREA OF TOP `--
80373.8
sq. ft.
AREA OF MID -SECTION =
76867.8
sq. ft.
VOLUME PROVIDED =
184501.2
cubic feet
THE DIMENSIONS OF THE INSIDE EDGE
OF THE DAM AT -ELEVATION 50.1 FT.
ARE 605.6
FEET BY
137.6 FEET-
8. SET BEGIN PUMPING ELEVATION
PUMPED STORAGE VOLUME
6A.
76102.9
cubic feet of
waste
68.
47152.9
cubic feet of
excess rainfall
6C.
0.0
cubic feet of
fresh wash water
TOTAL PUMPED VOLUME =
123255.9.cubic
feet
VOLUME AT ESTIMATED PUMPING DEPTH
AREA OF BOTTOM = 73408.0 sq. ft.
AREA OF TOP = 78323.0 sq. ft.
AREA OF MID -SECTION = .75854.0 sq. ft.
VOLUME PROVIDED = 128958.3 cubic feet
DESIGNED BY:
APPROVED BY:
DATE: DATE:

THIS DESIGN IS FOR A SINGLE STAGE SWINE LAGOON
CLIENTS NAME ----------------------_---_>
COUNTY
TODAYS DATE
SITING LAW DISTANCES OKAY (YES OR NO) =>
NUMBER OF PIGS WEANLING TO FEEDER =--=->
NUMBER OF PIGS FEEDER TO FINISH =----==>
NUMBER OF SOWS FARROW TO WEANLING
NUMBER OF SOWS FARROW TO FEEDER
NUMBER OF SOWS FARROW TO FINISH
NUMBER OF DEVELOPING GILTS
NUMBER OF STUD BOARS OR GESTATING SOWS >
NUMBER OF YEARS OF SLUDGE ACCUMULATION >
(5 year minimum unless retrofit)
TOP LENGTH AT NORMAL WATER LEVEL ---_>
TOP WIDTH AT NORMAL WATER LEVEL =----_=>
NORMAL WATER LEVEL ELEVATION ==========>
SEASONAL HIGH WATER TABLE ELEVATION =__>
LAGOON BOTTOM ELEVATION
Depth of Permanent Water 9.5
(minimum depth including sludge = 6 feet)
(maximum depth of sludge = 2 feet)
SIDE SLOPES _._._____________________ ^>
Permanent Volume Required 415181.0
Permanent Volume Provided 416293.2
ADDITIONAL DA W/O EVAP. (VEGETATED)
ADDITIONAL DA W/O EVAP. (NON-VEGET.) ==>
(i.e. feedlot & non -diverted area)
ADDITIONAL D. A. WITH EVAPORATION =====>
(i.e. pumpout pond)
LENGTH OF PUMPING CYCLE
GALLONS OF FRESH WATER ADDED DAILY
NORMAL RAINFALL FOR PUMPING CYCLE
PERCENT RUNOFF ON VEGETATED AREAS
PERCENT RUNOFF ON NON -VEGETATED AREAS =>
NORMAL EVAPORATION FOR PUMPING CYCLE ==>
25YR/24HR STORM RAINFALL
RUNOFF DEPTH FROM VEGETATED AREAS
RUNOFF DEPTH FROM NON -VEGETATED AREAS =>
INCLUDE HEAVY RAIN (YES=1, NO=O)
FREEBOARD
TROTT FARMS LAGOON 3
ONSLOW COUNTY
DECEMBER 12, 1996
Yes
0
0
0
0
293
0
0
0
399.0
FEET
134.0
FEET
44.5
FEET'''
44.5
FEET
35.0
FEET.
feet
2.0:1
cubic feet '
cubic feet
0 SQUARE FEET
0 SQUARE FEET
O - SQUARE , FEET
90 DAYS
0 GALLONS
11.7 INCHES
0 PERCENT
0 PERCENT
5. 1 'INCHES.'
8.0 INCHES
0.0 INCHES`
0.0 INCHES
0 (NUMBER ONLY)
1.2 FEET
ESTIMATED.TOP OF„DAM ELEVATION ========> .48.5 FEET
Temporary Storage Volume Needed 156821.7 cubic feet
Temporary Storage Volume Provided 158179.3 cubic feet
Top of Dam Elevation =
Inside Dimensions of Lagoon at
Length = 415.0 feet Width =
ESTIMATED DEPTH TO PUMP =
Volume To Be Pumped =
Volume for Estimated Depth =
Begin Pumping Elevation
Stop Pumping Elevation W
48.5 feet
Top of Dam
150.0 feet
2.1 FEET
115322 cubic feet
117029 cubic feet
46.6 feet
44.5 feet
y te) t93 . 7
IS P,'179.3 T
_ __.. L--

r
1. STEADY
STATE LIVE WEIGHT
0
head weanling to feeder x 30 lbs. --
0
lbs
'
0
head feeder to finishing x 135 lbs. =
0
lbs
0
sows farrow to weanling x 433 lbs. --
0
lbs
0
sows farrow to feeder x 522 lbs. =
0
lbs
293
sows farrow to finish x 1417 lbs. =
415181
lbs
0
developing gilts x 150 lbs. -
0
lbs
0
stud boars or gestating sows -
0
TOTAL STEADY STATE LIVE WEIGHT (SSLW) =
415181
lbs
2. SLUDGE
ACCUMULATION
Sludge accumulates at varying rates.
0
pounds weanling to feeder x 0.25 -
0
cu.
ft.
0
pounds feeder to finishing x 0.25 =
0
cu.
ft.
0
pounds farrow to weanling x 0.17 -
0
cu.
ft,
0
pounds farrow to feeder x 0.17 -
0
cu.
ft.
415181
pounds farrow to finish x 0.25 =
103795.25
cu.
ft.
0
pounds of developing gilts x 0.25 -
0
cu.
ft.
0
lbs. of boar studs or gest. sows * 0.125=
0
cu.
ft.
TOTAL SLUDGE ACCUMULATION =1 0 cu. ft.
3. REQUIRED LIQUID VOLUME OF LAGOON
Design
Treatment Volume varies by
animal type.
0
pounds
weanling to feeder x 1.0
- 0
cu.
ft.
0
pounds
feeder to finishing x 1.0
= 0
cu.
ft.
0
pounds
farrow to weanling x 0.67
= 0
cu.
ft.
0
pounds
farrow to feeder x 0.67
= 0
cu.
ft.
415181
pounds
farrow to finish x 1.0
- F 415181
cu.
ft.
0
pounds
of developing gilts x 1.0
- •0
cu.
ft.
0
lbs. of
boar studs or gest. sows
* 1 = 0
cu.
ft.
TOTAL.LIQUID'VOLUME REQUIRED FOR LAGOON - ''.415181 cu. ft.
TOTAL VOLUME FOR TREATMENT AND SLUDGE = 415181 cu. ft.
4. NORMAL LAGOON LIQUID LEVEL
Maintain normal lagoon liquid level at elevation 44.5 feet
Construct lagoon bottom elevation 35.0 feet
Lagoon size for normal lagoon liquid volume using prismodial formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 DEPTH
2.0 2.0 2.0 2.0 9:5
AREA OF TOP
LENGTH *WIDTH W
399.0 134.0
AREA OF BOTTOM
Lb * Wb =
361.0 96.0
AREA OF MIDSECTION
( Lm' * Wm) -
380.0 115.0
53466.0 (AREA OF TOP)-
34656.0 (AREA OF BOTTOM)
43700.0 (AREA OF MIDSECTION)

CU. YD. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
53466.0 174800.0 34656.0 1.543
VOLUME OF LAGOON AT NORMAL LAGOON LIQUID LEVEL=16293.2 CU. FT.
VOLUME NEEDED = 415181.0 CU. FT.
THE SURFACE DIMENSIONS OF THE LAGOON AT NORMAL LIQUID LEVEL
ARE 399.0 FEET LONG BY 134.0 FEET
WIDE
5. DAM
Place spoil as a continuous dam to elevation
48.5
feet..
6. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dam)
Length * Width =
415.0 150.0 62250 square feet
Additional Drainage Area Without Evaporation
Vegetated 0 square feet
Non -Vegetated 0 square feet
Additional Drainage Area with Evaporation
0 square feet
TOTAL DA 62250 square feet
Pumping cycle to be 90 days.
6A. Volume of waste produced
0 head weanling to feeder x 0.5 gals/day -
0
gals/day
0 head feeder to finishing x 2.3 gals/day =
0
gals/day
0 sows farrow to weanling x 7.2 gals/day -
0
gals/day
0 sows farrow to feeder x 8.0 gals/day _
0
gals/day
293 sows farrow to finish x 23.0 gals/day =
6139
gals/day
0 developing gilts x 2.5 gals/day =
0
gals/day
0 stud boars or gest. sows x 6.7 gals/day =
0
gals/day
TOTAL VOLUME OF WASTE -
6739
gals/day
Volume = 6739 gals/day * 90 days
in the
pumping
cycle divided by 7.48 gallons per cu. ft.
Volume = 81084.2 cubic feet
6B. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by
largest
amount.
Excess rainfall (difference) = 6.6 inches
Volume = Volume from lagoon + volume from feedlots, etc + volume from
Volume = 34237.5 cubic feet

6C. Volume of fresh water added
This is the amount of fresh water used for washing floors or '
volume of fresh water used for a flush system. Flush systems
that recycle the lagoon water are accounted for in 6A.
Volume = 0 gallons/day * 90 days in pumping
cycle divided by 7.48 gallons per cu. ft.
Volume = 0 cubic feet
6D. Volume of 25 year - 24 hour storm
Volume = Volume from lagoon + volume from feedlots, etc + volume fror
Volume = 41500.0 cubic feet
6E. Volume of "Heavy Rain"
Volume = Volume from lagoon + volume from feedlots, etc + volume fror
Volume =
0.0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
6A.
81084.2
cubic
feet
of
waste
6B.
34237.5
cubic
feet
of
excess rainfall
6C.
0.0
cubic
feet
of
fresh wash water
6D.
41500.0
cubic
feet
of
25yr-24hr storm wato
6E.
0.0
cubic
feet
of
heavy rainfall
TOTAL TEMPORARY STORAGE 156821.7 cubic feet
7. DEPTH OF STORAGE REQUIRED (ABOVE NORMAL LIQUID ELEVATION OF LAGOON)
VOLUME OF TEMPORARY STORAGE WHEN TOP OF DAM IS 48.5 FEET ELEV.
AREA OF BOTTOM = 53466.0 sq. ft.
AREA OF TOP = 59561.0 sq. ft.
AREA OF MID -SECTION = 56482.2 sq. ft.
VOLUME PROVIDED = 158179.3 cubic feet
THE DIMENSIONS OF THE INSIDE EDGE OF THE DAM AT ELEVATION 48.5 FT
ARE 415.0 FEET BY 150.0 FEET
f
8. SET BEGIN PUMPING ELEVATION
PUMPED STORAGE VOLUME
6A. 81084.2 cubic feet of waste
6B. 34237.5 cubic feet of excess rainfall
6C. 0.0 cubic feet of fresh wash water
TOTAL'PUMPED VOLUME = 115321.7 cubic feet
VOLUME AT ESTIMATED PUMPING DEPTH
AREA OF
BOTTOM =
53466.0
sq. ft.
AREA OF
TOP =
58013.8
sq. ft.
AREA OF
MID -SECTION =
55722.2
sq. ft.
VOLUME
PROVIDED =
117029.0
cubic feet
DESIGNED BY:
APPROVED BY:
DATE: DATE:

CLIENTS
COUNTY
TODAYS
SITING
NUMBER
NUMBER
NUMBER
NUMBER
NUMBER
NUMBER
NUMBER
NUMBER
THIS DESIGN IS FOR A SINGLE STAGE SWINE LAGOON-'
NAME ______________>
DATE
LAW DISTANCES OKAY (YES OR NO) =>
OF PIGS WEAKLING TO FEEDER =---_->
OF PIGS FEEDER TO FINISH =-=====>
OF SOWS FARROW TO WEANLING
OF SOWS FARROW TO FEEDER
OF SOWS FARROW TO FINISH
OF DEVELOPING GILTS
OF STUD BOARS OR GESTATING SOWS >
OF YEARS OF SLUDGE ACCUMULATION >
(5 year minimum unless retrofit)
TOP LENGTH AT NORMAL WATER LEVEL
TOP WIDTH AT NORMAL WATER LEVEL
NORMAL WATER LEVEL ELEVATION =----=====>
SEASONAL HIGH WATER TABLE ELEVATION =__>
LAGOON BOTTOM ELEVATION
Depth of Permanent Water 6.3
(minimum depth including sludge = 6 feet)
(maximum depth of sludge = 2 feet)
SIDE SLOPES
Permanent Volume Required 177125.0
Permanent Volume Provided 186040.8
ADDITIONAL DA W/O EVAP. (VEGETATED)
ADDITIONAL DA W/O EVAP. (NON-VEGET.)
(i.e. feedlot & non -diverted area)
ADDITIONAL D. A. WITH EVAPORATION =====>
(i.e. pumpout pond)
LENGTH OF PUMPING CYCLE
GALLONS OF FRESH WATER ADDED DAILY
NORMAL RAINFALL FOR -PUMPING CYCLE
PERCENT RUNOFF ON VEGETATED AREAS
PERCENT RUNOFF ON NON -VEGETATED AREAS =>
NORMAL EVAPORATION FOR PUMPING CYCLE
25YR/24HR STORM RAINFALL =-----------=->
RUNOFF DEPTH FROM VEGETATED AREAS
RUNOFF DEPTH FROM NON --VEGETATED AREAS =>
INCLUDE HEAVY RAIN (YES=1, NO=O)
FREEBOARD
TROTT FARMS LAGOON 4
ONSLOW COUNTY ''
DECEMBER 12,-1996
Yes
0
0
0
0
100
0
0
5
235.0
FEET
155.0
FEET
44.5
FEET
44.2
FEET
38.2
FEET
feet
3.0:1
cubic feet
cubic feet'
0 SQUARE FEET
0 SQUARE FEET
0 SQUARE -FEET
180 DAYS
0 GALLONS
22.2 INCHES
0 PERCENT
0 PERCENT
13.1 INCHES
8.0 INCHES
O.O'INCHES
O:O INCHES
0 (NUMBER ONLY)
1.0 FEET
ESTIMATED TOP OF DAM ELEVATION =---====> 48.5 FEET
Temporary Storage Volume Needed 121599.4 cubic feet
Temporary Storage Volume Provided 122320.6 cubic feet
Top of Dam Elevation
Inside Dimensions of Lagoon at Top
Length = 259.3 feet Width =
ESTIMATED DEPTH TO PUMP =
Volume To Be Pumped =
Volume for Estimated Depth =
Begin Pumping Elevation =
Stop Pumping Elevation =
48.5 feet
of Dam
179.3 feet
2.4 FEET 1.
90604 cubic feet
94325 cubic feet
46.9 feet
44.5 feet

1. STEADY STATE LIVE WEIGHT
0 head weanling to feeder x 30 lbs. -- 0 lbs
0 head feeder to finishing x 135 lbs. - 0 lbs
0 sows farrow to weanling x 433 lbs. - 0 lbs
0 sows farrow to feeder x 522 lbs. = 0 lbs
100 sows farrow to finish x 1417 lbs. = 141700 lbs
0 developing gilts x 150 lbs. - 0 lbs
0 stud boars or gestating sows - 0
TOTAL STEADY STATE LIVE WEIGHT (SSLW) = 141700 lbs
2. SLUDGE ACCUMULATION
Sludge accumulates at varying rates:
0 pounds weanling to feeder x 0.25 = 0 cu: ft.
0 pounds feeder to finishing x 0.25 = 0 cu: ft.
0 pounds farrow to weanling x 0.17 -- 0 cu. ft.
0 pounds farrow to feeder x 0.17 = 0 cu. ft.
141700 pounds farrow to finish x 0.25 - 35425 cu. ft.
0 pounds of developing gilts x 0.25 = 0 cu. ft.
0 lbs. of boar studs or gest. sows * 0.125= 0 cu. ft.
TOTAL SLUDGE ACCUMULATION = 35425 cu: ft.
3. 'REQUIRED LIQUID VOLUME OF LAGOON
Design Treatment Volume varies by animal type.
0 pounds weanling to feeder x 1.0 = 0 cu. ft.
0 pounds feeder to finishing x 1.0 = 0 cu. ft.
0 pounds farrow to weanling x 0.67 = 0 cu. ft.
0 pounds farrow to feeder x 0.67 - O'cu. ft.
141700 pounds farrow to finish x 1.0 - 141700 cu. ft.
0 pounds of developing gilts x 1.0 = O;cu. ft.
0 lbs. of boar studs or gest. sows * 1 = 0 cu. ft.
TOTAL LIQUID•VOLUME REQUIRED FOR LAGOON - 141700 cu. ft.
TOTAL VOLUME FOR TREATMENT AND SLUDGE - 177125 cu. ft.
4. NORMAL LAGOON LIQUID LEVEL
Maintain normal lagoon liquid level at elevation 44.5.feet
Construct lagoon bottom elevation 38.2 feet -
Lagoon size for normal lagoon liquid volume using prismodial formuli
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 DEPTH
3.0 3.0 3.0' 3.0 6.3
AREA OF TOP
LENGTH *WIDTH =
235.0 155.0
AREA OF BOTTOM
Lb * Wb =
197.2 117.2
AREA OF MIDSECTION
(Lm * Wm) --
216.1 136.1
36425.0 (AREA OF TOP)
23111.8 (AREA OF BOTTOM) '.
29411.2 (AREA OF MIDSECTION)

r
r
CU. YD. = (AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
36425.0 117644.8 23111.8 1.050
VOLUME OF LAGOON AT NORMAL LAGOON LIQUID LEVEL=86040:8 CU. FT'
VOLUME NEEDED = 177125.0 CU. FT.
THE SURFACE DIMENSIONS OF THE LAGOON AT NORMAL LIQUID LEVEL
ARE - 235.0 FEET LONG BY 155.0 FEET WIDE
5. DAM
Place spoil as a continuous dam to elevation 48.5 feet.
6. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dam)
Length * Width =
259.3 179.3 46492 square feet
Additional Drainage Area Without Evaporation
Vegetated 0 square feet
Non -Vegetated 0 square feet
Additional Drainage Area With Evaporation
0 square feet
TOTAL DA 46492 square feet
Pumping cycle to be 180 days.
6A. Volume of waste produced
0
head
weanling
to feeder x 0.5 gals/day =
0
gals/day
0
head
feeder to
finishing x 2.3 gals/day =
'0
gals/day
0
sows
farrow to
weanling-x 7.2 gals/day -
0
gals/day
0
sows
farrow.to
feeder x 8.0 gals/day =
0
gals/day
100
sows
farrow to
finish x 23.0 gals/day =
2300
gals/day
0
developing
gilts
x 2.5 gals/day =
0
gals/day
0
stud
boars or
gest. sows x 6.7 gals/day =
0
gals/day
TOTAL
VOLUME OF
WASTE =
2300
gals/day
Volume
=
2300 gals/day * 180
days in the
pumping
cycle
divided by 7.48 gallons per
cu. ft.
Volume
=
55347.6 cubic feet
6B. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation'by largest
amount.
I
Eket§§
Volume Volume from layomi + volume from foadlotia, etc + volume from
Volume = 35256.8 cubic feet

6C. Volume of fresh water added
This is the amount of fresh water used for washing floors or
volume of fresh water used for a flush system. Flush systems
that recycle the lagoon water are accounted for in 6A.
Volume = 0 gallons/day * 180 days in pumping
cycle divided by 7.48 gallons per cu. ft.
Volume =
0 cubic feet
6D. Volume of 25 year - 24 hour storm
Volume = Volume from lagoon + volume from feedlots, etc + volume ft
Volume = 30995.0 cubic feet
6E. Volume of "Heavy Rain"
Volume = Volume from lagoon + volume from feedlots, etc + volume ft
Volume =
0.0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
6A.
55347.6
cubic
feet
of
waste
6B.
35256.8
cubic
feet
of
excess rainfall
6C.
0.0
cubic
feet
of
fresh wash water
6D.
30995.0
cubic
feet
of
25yr-24hr storm wa
6E.
0.0
cubic
feet
of
heavy rainfall
TOTAL TEMPORARY STORAGE 121599.4 cubic feet
7. DEPTH OF STORAGE REQUIRED (ABOVE NORMAL LIQUID ELEVATION OF LAGOON)
VOLUME OF TEMPORARY STORAGE WHEN TOP OF DAM IS'
48.5 FEET ELEV.
AREA OF BOTTOM =
36425.0
sq. ft.
$AREA OF TOP r
43896.9
sq. ft.
,
AREA OF MID -SECTION =
40077.2
sq. ft.
VOLUME PROVIDED =
122320.6
cubic feet.
THE DIMENSIONS OF THE INSIDE EDGE
OF THE DAM AT
ELEVATION 48.5
ARE 259.3
FEET BY
179.3 FEET
8. SET BEGIN PUMPING ELEVATION
t
PUMPED STORAGE VOLUME
6A.
55347.6
cubic feet of
waste
6B.
35256.8
cubic feet of
excess rainfall
6C.
0.0
cubic feet of
fresh wash water
TOTAL PUMPED VOLUME - 90604.4 cubic feet
VOLUME AT ESTIMATED PUMPING DEPTH
AREA OF BOTTOM 36425.0 sq. ft.
AREA OF TOP = 42248.4 sq. ft.
AREA OF MID -SECTION = 39284.8 sq. ft.
VOLUME PROVIDED = 94325.1 cubic feet
DESIGNED BY:
APPROVED BY:
DATE: DATE:

ONSL O W SOIL & WA TER CONSER VA TION DISTRICT
DONALD A. HALSEYAG. BLDG.
604 COLLEGESTREET
JA CKSONVIL L E, NC 28540
PH # (910J 455-4472 FAX t9IOf 455 4573 06121198 9: 04 PH
FACILITY NUMBER: 67-57
WASTE MANAGEMENT
for
DOUBLE "T" FARM. p
OPERATOR CERTIFICATION NUMBER: 16836 & 16837

ANIMAL WASTE UTILIZATION PLAN
Producer: ALLEN TROTT
Location: 312 GREGORY FORK RD.
RICHLANDB NC 20574
Telephone: [phone]
Type Operation: Existing Farrow to Finish Swine
Number of Animals: 630.00 sows
(Design Capacity)
STORAGE STRUCTURE: Anaerobic Waste Treatment Lagoon
APPLICATION METHOD: Irrigation
The waste from your animal facility must be land applied at a
specified rate to prevent pollution of surface water and/or
groundwater. The plant nutrients in the animal waste should be used
to reduce the amount of Commercial fertilizer required for the crepes
in the fields where the waste is to be applied.
This waste utilization plan uses nitrogen as the limiting nutrient.
Waste should be analyzed before each application cycle. Annual soil
tests are strongly encouraged so that all plant nutrients can be
balanced for realistic yields of the crop to be grown.
Several factors are important in implementing your waste utilization
plan in order to maximize the fertilizer value of the waste and to
ensure that it is applied in an environmentally safe manner:
1. Always apply waste based on the needs of the crop to be
grown and the nutrient content of the waste. Do not apply
more nitrogen than the crop can utilize.
2. Soil types are important as they have different infiltration
rates,,leaching potentials, cation, exchange capacities, and
available water holding capacities.
3. Normally waste shall be applied to land eroding at less than
5 tons per acre per year. Waste may be applied to land
eroding at 5 or more tons per acre annually, but less than
10 tons per acre per year providing that adequate filter
strips are established.
4. Do not apply waste on saturated soils, when it is raining,
or when the surface is frozen. Either of these conditions
may result in runoff to surface waters which is not allowed
under DWQ regulations.
Page: 1

ANIMAL WASTE UTILIZATION PLAN
5. Wind conditions should also be considered to avoid drift and
downwind odor problems.
6. To maximize the value of the nutrients for crop production
and to reduce the potential for pollution, the waste should
be applied to a growing crop or applied not more than 30
days prior to planting a crop or forages breaking dormancy.
Injecting the waste or disking will conserve nutrients and
reduce odor problems.
This plan is based on the waste application method shown above. If
you choose to change methods in the future, you need to revise this
plan. Nutrient levels for different application methods are not the
same.
The estimated acres needed to apply the animal waste is based on
typical nutrient content for this type of facility. Acreage
requirements should be based on the waste analysis report from your
waste management facility. In some cases you may want to have plant
analysis made, which could allow additional waste to be applied.
Provisions shall be made for the area receiving waste to be flexible
so as to accommodate changing waste analysis content and crop type.
Lime must be applied to maintain pH in the optimum range for specific
crop production.
This waste utilization plan, if carried out, meets the requirements
for compliance with 15A NCAC 2H .0217 adopted by the Environmental
Management Commission.
AMOUNT OF WASTE PRODUCED PER YEAR (gallons, ft3, tons, etc.)
630 sows x 19.9 tons waste/saws/year = 12537 tons
AMOUNT OF PLANT AVAILABLE NITROGEN (PAN) PRODUCED PER YEAR
630 sows x 26 lbs PAN/sows/year = 16380 lbs. PAN/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.
Page: 2

ANIMAL WASTE UTILIZATION PLAN
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 N
PER AC
AC
USED
-----
or
------
APPLY
RESID.
APPLIC
METH
N
TIME
794
1
Ly
BP
4.1
205
0
2.33
416.15
I
MAR-OCT
794
2
FP
3.4
0
ILy
ii
I
1170
14.01
1691.9
SEP-MAY
794
3
NOB
FP
2.6
0
4.9
I
I
1130
1631
SEP-MAY
794
4
BP
4.1
Q
jAuB
ii
I
1205
12.06
1422.3
MAR--OCT
794
5
BP
4.1
0
JAUB
ii
I
1205
15.06
11037.3
MAR-OCT
794
6
BP
4.9
0
jGoA
ii
I
1245
110.1312481.85
MAR-OCT
794
7
NOB
FP
2.6
0
I
I
1130
12.59
1336.7
SEP-MAY
794
8
BP
4.6
0
INoB
I
I
1230
14.01
1922.3
MAR-OCT
794
9
NOB
BP
4.6
0
ii
I
1230
11.13
1259.9
MAR-OCT
794
10
GoA
BP
4.9
245
0
I
113.0413194.8
MAR-OCT
794
11
NoB
BP
4.6
0
I
I
1230
16.95
11598.5
MAR-OCT
795
1
NOB
BH
6.1
0
ii
I
1305
17.61
12321.05
MAR-OCT
794
SG
1
0
I
150
12.03
1101.5
SEP-NOV
794
-4-6
1
JSG
11.
150
10
17.25
862.5
Page:- 3

ANIMAL WASTE UTILIZATION PLAN
I I I I I I I I I SEP--NOV
794 »8-11 SG 1 150 0 125.1311256.5
I SEP-NOV
795 »1 SG 1 50 0 17.61 1380.5
I SEP-NOV
END
I
TOTALI16920.7
- Indicates that this field is being overseeded (i.e.
interplanted) or winter annuals follow summer annuals.
NOTE: The applicator is cautioned that P and K may be over applied
while meeting the N requirements. In the future, regulations
may require farmers in some parts of North Carolina to have a
nutrient management plan that addresses all nutrients. This
plan only addresses nitrogen.
Page: 4

ANIMAL WASTE UTILIZATION PLAN
TABLE 2: ACRES WITH NOTARIZED 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 N
PER AC
AC
USED
-----
or
------
APPLY
RESID.
APPLIC
METH
N
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, Ptc, is to be removed
for hay or silage, care should be exercised not to let small
grain to reach maturity,'especially late in the season (i.e.
April or May). Shading may result if small grain gets too
high and this will definitely interfere with stand of
bermudagrass. This loss of stand will -result in reduced
yields and less nitrogen being utilized. Rather than
cutting small grain for hay or silage just before heading as
is the normal situation, you are encouraged to cut the small
grain earlier. You may want to consider harvesting hay or
silage two to three times during the season, depending on
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.
Page: 5

ANIMAL WASTE UTILIZATION PLAN
** 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.
The following legend explains the crop codes used in tables 1 and 2 above:
CROP CODE
CROP
UNITS
PER UNIT
50
BH
Improved Bermudagrass - Hay
TONS
BP
Improved Bermudagrass - Grazed
TONS
50
FP
TALL FESCUE -PASTURE
TONS
50
SG
SMALL GRAIN OVERSEEDED
AC
50
TABLE 1
TABLE 2
TOTAL
TOTALS FROM TABLES 1 AND 2
ACRES
LBS AW N USED
63.58
16920.75
0
0
63.58
16920.75
* BALANCE
-540.75
*** This number must be less than or equal to 0 in order to
fully utilize the animal waste N produced.
Page: 6

ANIMAL WASTE UTILIZATION PLAN
*** 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.
See attached map showing the fields to be used for the utilization of
animal waste.
SLUDGE APPLICATION:
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 2709 pounds of plant available nitrogen per year in the
sludge.
If you remove the sludge every 5 years, you will -have approximately 13545
pounds of PAN to utilize. Assuming you apply this PAN to hybrid
bermudagrass hayland at the rate of 300 pounds of nitrogen per acre, you
will need 45.15 acres of land. If you apply the sludge to corn at
the rate of 125 pounds of nitrogen per acre, you will need 108.35 acres
of land. Please be aware that these are only estimates of the PAN and
land needed. Actual requirements could vary by 25t depending on your
sludge waste analysis, soil types, realistic yields, and application
methods.
APPLICATION OF WASTE BY IRRIGATION '
The irrigation application rate should not exceed the intake rate of the
soil at the time of irrigation such that runoff or ponding occurs. This
rate is limited by initial soil moisture content, soil structure, soil
texture, water droplet size, and organic solids. The application amount
should not exceed the available water holding capacity of the soil at the
time of irrigation nor should the plant available nitrogen applied exceed
the nitrogen needs of the crop.
If surface irrigation, is the method of land application for this plan,
it is the responsibility of the producer and irrigation designer to ensure
that an irrigation system is installed to properly irrigate the acres
shown in Tables 1 and 2. Failure to apply the recommended rates and
Page: 7

ANIMAL WASTE UTILIZATION PLAN
amounts of nitrogen shown in the tables may make this plan invalid.
The following table is provided as a guide for establishing application
rates and amounts.
I I
I
(Application
RatelApplic. Amount
Tract
I Field l
I
Soil Type
l Crop
I (in/hr)
I
l (inches)
794
I
l 1 l
Ly
I
l BP
I .5
I
l *1
794
l 10 l
GoA
I BP
I .50
l *1.0
794
I I
l 11 l
NoB
I
l BP
I
I .50
I
l *1.0
794
l 2 I
Ly
l FP
l .5
I *1
794
13
NoB
1
FP
I
.50
I
*1.0
794
1 4 I
AuB
I BP
i
I .5
I
f *1.0
794
1 5 I
AuB
I BP
i .5
I *1.0
794
I I
l 6 l
GoA
I
l BP
I .50
l *1.0
794
I I
l 7 l
NaB
I
I FP
I
I .50
l *1.0
794
I I
l 8 l
NoB
I
l BP
I
l .50
I
l *1.0
Page: 8

ANIMAL WASTE UTILIZATION PLAN
I 1
19 1
794
794
I -1 1
794
1 f
I -4-6 I
794
I f
1 -S-n 1
795
f f
I 1
795 I w1
I
NoB
NoB
I BP
1
I SG
SG
SG
BH
I SG
I
.50
I
I *1.0
I
.5
I *1
.5
I
I
I .5
I
I *1
I
.50
I *1.0
•5
I
�I
I *1
* This is the maximum application amount allowed for the soil
assuming the amount of nitrogen allowed for the crop is not over
applied. In many situations, the application amount shown cannot
be applied because of the nitrogen limitation. The maximum
application amount shown can be applied under optimum soil
conditions.
Your facility is designed for 90.00 days of temporary storage and the
temporary storage must be removed on the average of once every 3.00
months. In no instance should the volume of the waste be stored in
your structure be within the 25 year 24 hour storm storage or one
foot of freeboard except in the event of the 25 year 24 hour storm.
It is the responsibility of the producer and waste applicator to
ensure that the spreader equipment is operated properly to apply the
correct rates to the acres shown in Tables 1 and 2. Failure to apply
the recommended rates and amounts of nitrogen shown in the tables may
make this plan invalid.
Page: 9

ANIMAL WASTE UTILIZATION PLAN
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
The farm has a DRY FEED LOT located in field #5. The dry lot consist of three (3)
holding areas, an average of 25 animals will be held on one (1) loffor no more than 30
days then transferred to the primary site. The dry lot areas will be reseeded with fescue
and grazed by the swine when placed in the lot. An animal rotation will take place using
the dry lots to prevent soil loss and the movement of waste from the site.
The Trotts would like to have the option to overseed field # 1 on tract 795. This is not
required for his plan, but has been included.
Page: 10

WASTE UTILIZATION PLAN
REQUIRED SPECIFICATIONS
1. Animal waste shall not reach surface waters of the state by
runoff, drift, manmade conveyances, direct application, or
direct discharge during operation or land application. Any
discharge of waste which reaches surface water is prohibited.
2. There must be documentation in the design folder that the
producer either owns or has an agreement for use of adequate
land on which to properly apply the waste. If the producer does
not own adequate land to properly dispose of waste, he/she shall
provide a copy of an agreement with a landowner who is within a
reasonable proximity, allowing him/her the use of the land for
waste application. It is the responsibility of the owner of the
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, climatic conditions, and
level of management, unless there are regulations that restrict
the rate of application for other nutrients.
4. Animal waste shall be applied to land eroding less than 5 tons
per acre per year. Waste may be applied to land that is eroding
at 5 or more tons, but less than 10 tons per acre per year
providing grass filter strips are installed where runoff leaves
the field. (See FOTG Standard 393 -Filter Strip)
5. Odors can be reduced by injecting the waste or disking after
waste application. Waste should not be applied when there is
danger of drift from the irrigation field.
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" for guidance.)
7. Liquid waste shall be applied at rates not to exceed the soil
infiltration rate such that runoff does not occur offsite or to
surface waters and in a method which does not cause drift from
the site during application. No ponding should occur in order
to control odor or flies.
O
B. Animal waste shall not be applied to saturated soils, during
rainfall events, or when the surface is frozen.
9. Animal waste shall be applied on actively growing crops in such
a manner that the crop is not covered with waste to a depth that
would inhibit growth. The potential for salt damage from animal
waste should also be considered.
Page: 11

PASTE UTILIZATION PLAN
REQUZRED__SPECIFICATIONS
10. Waste nutrients shall not be applied in fall or winter for
spring planted crops on soils with a high potential for
leaching. Waste nutrient loading rates on these soils should be
held to a minimum and a suitable winter cover crop planted to
take up released nutrients. Waste shall not be applied more
than 30 days prior to planting -of the crop or forages breaking
dormancy.
11. Any new swine facility sited on or after October 1, 1995 shall
comply with the following: The outer perimeter of the land area
onto which waste is applied from a lagoon that is a component of
a swine farm shall be at least 50 feet from any residential
property boundary and from any perennial stream or river (other
than an irrigation ditch or canal. Animal waste other than
swine waste from facilities sited on or after October 1, 1995),
shall not be applied closer than 25 feet to perennial waters.
(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 a discharge or by over -spraying.
Animal waste may be applied to prior converted cropland provided
they have been approved as a land application site by a
"technical specialist". Animal waste shall not be applied on
grassed waterways that discharges directly into water courses,
and on other grassed waterways, waste shall be applied at
agronomic rates in a manner that causes no runoff or drift from
the site.
16. Domestic and industrial waste from washdown facilities,
showers, toilets, sinks, etc., shall not be discharged into the
animal waste management system.
17. A protective cover of appropriate vegetation will be
established on all disturbed areas (lagoon embankments, berms,
pipe runs, etc.). Areas shall be fenced, as necessary, to
protect the vegetation. Vegetation such as trees, shrubs, and
other woody species, etc., are limited to areas where considered
appropriate. Lagoon areas should be kept mowed and accessible.
Berms and structures should be inspected regularly for evidence
of erosion, leakage or discharge.
Page: 12

WASTE UTILIZATION PLAN
REQUIRED SPECIFICATIONS
18. If animal production at the facility is to be suspended or
terminated, the owner is responsible for obtaining and
implementing a "closure plan" which will eliminate the
possibility of an illegal discharge, pollution and erosion.
19. Waste handling structures, piping, pumps, reels, etc., should
be inspected on a regular basis to prevent breakdowns, leaks,
and spills. A regular maintenance checklist should be kept on
site.
20. Animal waste can be used in a rotation that includes vegetables
and other crops for direct human consumption. However, if
animal waste is used on crops for direct human consumption it
should only be applied preplant with no further applications of
animal waste during the crop season.
21. Highly visible markers shall be installed to mark the top and
bottom elevations of the temporary storage (pumping volume) of
all waste treatment lagoons. Pumping shall be managed to
maintain the liquid level between the markers. A marker will
be required to mark the maximum storage volume for waste
storage ponds.
22. Waste shall be tested within 60 days of utilization and soil
shall be tested at least annually at crop sites where waste
products are applied. Nitrogen shall be the rate - determining
element. Zinc and copper levels in the soils shall be
monitored and alternative crop sites shall be used when these
metals approach excessive levels. pH shall be adjusted for
optimum crop production and maintained. Soil and waste
analysis records shall be kept for five years. Poultry dry
waste application records shall be maintained for three (3)
years. Waste application records for all other waste shall be
maintained for five (5) years.
23. Dead animals will be disposed of in a manner that meets North
Carolina regulations.
Page: 13

ANIMAL WASTE UTILIZATION PLAN
WASTE UTILIZATION PLAN AGREEMENT
Name of Farm:DOUBLE "T" FARM
Owner/Manager Agreement
I (we) understand and will follow and implement the specifications
and the operation and maintenance procedures established in the
approved animal waste utilization plan for the farm named above. I
(we) know that any expansion,to the existing design capacity of the
waste treatment and storage system or construction of new
facilities will require a new certification to be submitted to the
North Carolina Division of Water Quality (NCDWQ) before the new
animals are stocked. I (we) also understand that there must be no
discharge of animal waste from this system -o surface waters of the
state from a storm event less severe than the 25--year, 24-hour
storm. The approved plan will be filed on -site at the farm office
and at the office of the local Soil and Water Conservation District
and will be available for review by NCDWQ upon request.
Name of Facility Owner: ALLEN TROTT
(Please print)
Signature: , �jt6 � -_ -Date: 6' - o�002 9<? -- --
Name of Manager(If different from owner):
Signature:
Date:
Name of Person Preparing Plan: (Please print)Norris Bill
Affiliation:Onslow Soil & Water Conservation District Phone
No. 910 455-4472
Address (Agency): 604 College St.
Jacksonville NC 28540
Signature: Date: 4 /.r.c/!rr
Page: 14

Emergency Action Plan
This plan will be implemented in the event that wastes from your operations are leaking, overflowing, or
running off the site. You should NOT wait until wastes reach surface waters or leave your property to
consider that you have a problem. You should make every effort to ensure that this does not happen. This
plan should be available to all employees at the facility, as accidents, leaks, and breaks can happen at any
time.
1} Stop the release of wastes. Depending on the situation, this may or may not be possible. Suggested
responses to problems are listed below:
a) Lagoon overflow:
• add soil to the berm to increase the elevation of the dam
• pump wastes to fields at an acceptable rate
• stop all additional flow to the lagoon (waterers)
• call a pumping contractor
• make sure no surface water is entering the lagoon
Note: These activities should be started when your lagoon level has exceeded the temporary storage level.
b) Runoff from waste application field:
• immediately stop waste application
• create a temporary diversion or berm to contain the waste on the field
• incorporate waste to reduce further runoff
c) Leaking from the waste distribution system:
• pipes and sprinklers:
OO stop recycle (flushing system) pump
© stop irrigation pump
® close valves to eliminate further discharge
O separate pipes to create an air gap and stop flow
• flush system, houses, solids separators:
(D stop recycle (flushing system) pump
® stop irrigation pump
4 make sure no siphon effect has been created
® separate pipes to create an air gap and stop flow
d) Leakage from base or sidewall of the lagoon. Often these are seepage as opposed to flowing leaks:
• dig a small well or ditch to catch all seepage, put in a submersible pump, and pump back into the
lagoon
• if holes are caused by burrowing animals, trap or remove animals and fill holes and compact with a
clay type soil.
NCCES, WUP version 1, pagt9

• other holes may be likewise temporarily plugged with clay soil
Note: For permanent repair measures, lagoon problems require the consultation of an individual
experienced in their design and installation.
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 noted, such as employee injury, fish kills, or property damage?
3) Contact appropriate agencies.
a) During normal business hours, call your DWQ regional office:. Wilmington 910}_395-3900_
after hours, emergency number: [phone]. Your phone call should include: your name,
facility, telephone number, the details of the incident, the exact location of the facility, and the location
or direction of movement of the spill, weather and wind conditions, what corrective measures have
been taken, and the seriousness of the situation.
b) If the spill leaves the property or enters surface waters, call the local EM: [phone]
c) Instruct EM to contact the local Health Department: [phone]
d) Contact CES: [phone]
local SWCD office: [phone]
local NRCS office: [phone]
and your integrator:
4) Implement procedures as advised by DWQ and technical assistance agencies to rectify the damage, repair the
system, and reassess the waste management plan to keep problems with release of wastes from happening
again. If you are unable to contract any of the above numbers call 911 or the Sheriff s Department and explain
your problem to them and ask that person to contact the proper agencies for you.
5) Contact the contractor of your choice to begin repair of problem to minimize off -site damage.
a. Contractor Name:
b. Contractor Address:
c. Contractor Phone:
NCCES, WUP version 1, pagel0

6). Contact the technical specialist who certified the lagoon (MRCS, Consulting Engineer, etc.)
a. Name: H@M Tyson_
b. Phone: _(910) 4555-4472"_._ _ �....
7). Implement procedures as advised by DWQ and technical assistance agencies to rectify the damage,
repairs the system, and reassess the waste management plan to keep problems with release of waste from
happening again.
NCCES, WUP version 1, pagel 1

W%,dour& Cause
BMP's to Control Insects Site Specific Practices
7 a.
iquid Systems
W Mush-Guttets • Accumulation of Solids
Flush system is designed and operated
U 0 r5r(31
W ._
sufficiently to remove accumulated solids
� Ui "� -
gutters as designed.
YRemmove
bridging of accumulated solids at
disc rge
Lagoons and Pits • Crusted Solids
aintain lagoons, settling basins and pits
where pest breeding is apparent to minimize
the crusting solids to a depth of no more
than 6 - 8 inches over more than 30% of
surtdoe.
Excessive Vegetative • Decaying Vegetation
21ftintain vegetative control along banks of -
Growth
lagoons and other impoundment's to prevent
accumulation of decaying vegetative matter
along water's edge on impoundment's perimeter.
Dry Systems
Feeders • Feed Spillage ❑ Design, operate and maintain feed systems
(e.g., bunkers and troughs) to minimize the
accumulation of decaying waste.
❑ Clean up spillage on a routine basis (e.g. 7 - 10
day interval during summer, 15 - 30 day interval
during winter).
Page 1 of 3

Source Cause BMP's to Control Insects Site Specific Practices
Feed Storage Accumulation of feed residues educe moisture accumulation within and
around immediate perimeter of feed storage
areas by insuring drainage away from site
and/or providing adequate containment (e.g.,
covered bin for brewer's grain and similar high
m sture grain products).
nspect for and remove or breakup
accumulated solids in filter strips around feed
as needed.
Animal Holding Areas Accumulations of animal wastes Eliminate low areas that trap moisture along
and feed wastage fences and other locations where waste
Fim
ulatesanddisturbance by animals is
aiin 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).
Dry Manure Handling • Accumulations of animal wastes ❑ Remove spillage on a routine basis (e.g., 7 -10
Systems day interval during summer, 15 - 30 day interval
during winter) where manure is loaded for land
application or disposal.
❑ Provide for adequate drainage around manure
stockpiles.
Page 2 of 3

Source Cause BMP's to Control Insects Site Specific Practices
❑ Inspect for and remove or break up accumulated
wastes in filter strips around stockpiles and
manure handling areas as needed.
For more information contact the Cooperative Extension Service, Department of Entomology, Box 7613, North Carolina State University,
Raleigh, NC 27696- 7613
He: C:1WindowsTersonW2OO*Lsect Control ChMst.doc
4 December, 1997
Page 3 of 3

Source Cause BMP's to Minimize Odor Site Specific Practices
Farmstead Swine Production 0'Vegrmm
e or wooded buffers;
endedbest management practices;
Good judgment and common sense.
Animal body surfaces • Dirty manure -covered animals _1EJ Dry Floors
Floor surfaces • Wet manure -covered floors LJSrotted floors;
Waterers located over slotted floors;
❑ FSpders at high end of solid floors;
pe manure buildup from floors;
❑ U,pderfloor ventilation for drying
Manure collection pits • Urine;
manure removal by flush, pit
• Partial microbial decomposition recharge, or scrape
❑ Underfloor ventilation
Ventilation exhaust fans • Volatile gases;
ttrEfficient air movement
Indoor surfaces Dust B'Washdown between groups of animals;
❑ Feed additives;
❑ Feeder covers;
❑ Feed delivery downspout extenders to
feeder covers
Flush tanks Agitation of recycled lagoon ❑ F1015fi tank covers;
liquid while tanks are filling 916ftend fill lines to near bottom of tanks with
anti -siphon vents
Flush alleys • Agitation during wastewater ❑Underfloor flush with underfloor ventilation
conveyance
Page 1 of 4

Source Cause BMP's to Minimize Odor Site Specific Practices
Pit recharge points • Agitation of recycled lagoon ❑ Extend recharge lines to near bottom of pits
with anti -siphon vents
Lift stations • Agitation during sump tank ❑ Sump tank covers
filling and drawdown
Outside drain collection • Agitation during wastewater ❑ Box covers
or junction boxes conveyance
End of drainpipes at • Agitation during wastewater ❑ Extend discharge point of pipes underneath
lagoon conveyance lagoon liquid level
Lagoon surfaces • Volatile gas emissions; K315r-
6per lagoon liquid capacity;
• Biological mixing; D-lt'orrect lagoon startup procedures;
• Agitation ginimmurn
um surface area -to -volume ration;
agitation when pumping;
❑ Mechanical aeration;
❑Proven biological additives
Irrigation sprinkler • High pressure agitation; ®'In ate on dry days with little or no wind;
nozzles • Wind drift ITImum recommended operating pressure;
Pump intake near lagoon liquid surface;
❑ Pump from second -stage lagoon
Storage tank or basin • Partial microbial decomposition; ❑ Bottom or midlevel loading;
surface • Mixing while filling; ❑ Tank covers;
• Agitation when emptying ❑ Basin surface mats of solids;
❑ Proven biological additives or oxidants
Settling basin surface • Partial microbial decomposition; ❑ Extend drainpipe outlets underneath liquid
• Mixing while filling; level;
• Agitation when emptying ❑ Remove settled solids regularly
Page 2 of 4

Source Cause BMP's to Minimize Odor Site Specific Practices
Manure, slung or sludge • Agitation when spreading; ❑ Soil injection of slurrylsludge's;
spreader outlets
Uncovered manure,
slurry or sludge on field
surfaces
• Volatile gas emissions
• Volatile gas emissions while
drying
❑ Wash residual manure from spreader after usage;
❑ Proven biological additives or oxidants
❑ Soil injection of slurrylsludge's;
❑ Soil incorporation within 48 hrs.;
❑ Spread in thin uniform layers for rapid drying;
Proven biological additives or oxidants
Dead animals • Carcass decomposition roper disposition of carcasses
Dead animal disposal • Carcass decomposition ❑ Complete covering of carcasses in burial pits;
pits ❑ Proper location/construction of disposal pits
Incinerators . Incomplete combustion ❑ Secondary stack burners
Standing water around • Improper drainage; rade and landscape such that water drains
facilities Microbial decomposition of away from facilities
organic matter
Manure tracked onto • Poorly maintained access roads arm access road maintenance
public roads from farm
access
Page 3 of 4

J
(check which methods are being/to be 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 North Carolina 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).
File: GAWindomTemona110200XMorta1ity Management Met w ls,doc
4 December, 1997
Page 1 of 1

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
January 4, 1999
Hal Trott
Double T Hog Farm
426 Gregory Fork Rd
Richlands NC 28574
/ •
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
Subject: Application No. AWS670057
Additional Information Request
Double T Hog Farm
Animal Waste Operation
Onslow County
Dear Hal Trott:
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. Please address the following by January 30, 1999:
1. The lagoon capacity documentation and Waste Utilization Plan (WUP) that was submitted with the general
permit application was for an animal capacity of 630 sow Farrow to Finish. Your facility is certified as a
630 sow Farrow to Feeder. Please have your Technical Specialist revise the certification to reflect the
change in the animal capacity.
2. Please provide an Operation and Maintenance Plan for the facility.
3. Please indicate the method by which your are managing mortalities on the mortality checklist, or provide a
written statement of mortality management.
4. As listed in the Narrative of Operation, there is a dry feed lot in Field 5. The dry lot acreage should not be
included in the number of acres used for plant available nitrogen utilization. If the dry lot is only a portion
of Field 5, please provide the number of acres of the dry lot, the total number of acres of the area effectively
irrigated (as shown in the WUP), and the total number of acres.
5. Your Waste Utilization Plan (WUP) and lagoon volume calculation show that there is 90 days of temporary
storage provided for in the animal waste management system. The cropping scheme that is shown in your
WUP does not appear to meet the needs of this system. Please have a technical specialist review your WUP
and address this issue.
Please note that all WUP revisions must be signed and dated by both the owner and the technical specialist. 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 30, 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.
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

Application No. 67-0057
Hal Trott
Page 2
Please be advised that operation of the subject animal waste management system without a valid permit is a violation of North
Carolina General Statute 143-215.1 and will subject you to the enforcement authority of the Environmental Management
Commission.
If you have any questions regarding this request, please call me at [phone], extension 546.
Since
rely,
ca�-
Susan Cauley
Environmental Engineer
Non -Discharge Permitting Unit
cc: Wilmington Regional Office, Water Quality
Permit File

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■ Print your nerve and address an the reverse of this form so that we can retum this eXtra fee):
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■ pAttach this form to, the t cnt of the mallpiece, or on the back It space does not 1. ❑ Addressee's Address f
■ write 'Refum Rewlpf RpMrested'on the malipleoe below the artlde number. 2. ❑ Restricted Delivery
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State of North Carolina.
Department of Environment
and Natural Resources
Wilmington Regional Office
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
�f
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
February 18, 1999
Certified Mail # Z 418 220 490
Return Receipt Requested
Mr. Hal Trott
426 Gregory Fork Road
Richlands, NC 28574
Subject: Notice of Deficiency
Double "T" Hog Farm
Facility Number: 67-57
Onslow County
Dear Mr. Trott:
On October 22, 1998, staff from the Wilmington Regional Office of the Division of Water
Quality inspected your animal operation and the lagoon(s) serving this operation. It was observed
that the flexible hoses used to fill waste flush tanks were not permanently fastened to the tank.
If left in this condition any number of actions would result in a discharge of waste water. Records
indicated that 35 lbs/ac of nitrogen was applied to your spray field in excess of that allowed in
your Certified Animal Waste Management Plan. In addition, cattle loafing areas will require more
attention to eliminate and repair ongoing soil erosion.
As I discussed with you during the inspection, excessive nitrogen application is a violation
of your Certified Animal Waste Management Plan (CAWMP), and subsequent infractions may
result in a Notice of Violation and include a civil penalty. The flexible hoses must' either be
replaced by a length of pipe in an appropriate manner, or fastened permanently to the flush tanks
which they serve. As mentioned above, the cattle loafing areas will require more attention to
eliminate and repair ongoing soil erosion. Any assistance required in planning and implementing
these or other appropriate best management practices may be obtained from your service company
or by contacting the local Soil and Water Conservation District.
Please be aware it is a violation of North Carolina General Statutes and Rules to discharge
wastewater to the surface waters of the State without a permit and/or to fail to follow a certified
waste management plan. The Division of Water Quality has the authority to levy a civil penalty
of not more than $10,000 per day per violation.
127 North Cardinal Dr., Wilmington, North Carolina 28405 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post -consumer paper

r.
Mr. Hal Trott
Page 2.
When the required corrective actions are complete, please notify this office in writing at
the address below. If you have any further questions concerning this matter, please contact me
at 910-395-3900.
Sincerely,
`�_---4 V
AIL�
David R. Holsinger _
Environmental Engineer
cc: Bill Norris, Onslow County Soil and Water Conservation J.s
Sandra Weitzel, NC Division of Soil and Water Conservation
�Wiltnington Friles� •'•
S:1 W QSIDA V EH%ONSL0 W167-57.DEF

State of North Carolina
Department of Environment,
Health and Natural Resources
James B, Hunt, Jr„ Governor
Jonathan B. Howes, Secretary
November 13, 1996
Hal Trott
Double T Hog Farm
312 Gregory Fork Rd
Richlands NC 28574
SUBJECT: Operator In Charge Designation
Facility: Double T Hog Farm
Facility ID#: 67-57
Onslow County
Dear Mr. Trott:
EDEHNR
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,
A. reston Howard, Jr., P.UnAJotor
Division of Water Quality
Enclosure
cc: Wilmington Regional Office
Water Quality Files
P.O. Box 27687, 4f
Raleigh, North Carolina 27611 7687 An Equal Opportunity/Affirmative Action Employer
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