820210_CORRESPONDENCE_20171231

2 V
NORTH CAROLINA
Department of Environmental 4ual

RECc3V
A
�� Water Oca€it!i
U �U'3
NCDENR Operat€orr3 sectiar:
North Carolina Department of Environment and Natural Resources"" al
Pat McCrory
Govemor
Billy Daughtry
3D Farm TDM #16
1960 Roanoke Rd
Clinton, NC 28328
Dear Billy Daughtry:
Donald R. van der Vaart
Secretary
January 30, 2015
Subject: Sludge Survey Testing Dates
Certificate of Coverage No. AWS820210
3D Farm TDM #16
Animal Waste Management System
Sampson County
The Division of Water Resources (Division) received your sludge survey information on January
13, 2015. With the survey results, you requested an extension of the sludge survey requirement
for the lagoon at 3D Farm TDM #16 Farm facility. Due to the amount of treatment volume
available, the Division agrees that a sludge survey is not needed until December 31, 2018.
The next sludge survey for the above mentioned lagoon should be performed before December
31, 2018. Please retain this letter and keep it with your farm records for reference. Thank you for
your attention to this matter.
Please call me at [phone] if you have any questions.
Sincerely,
M
Miressa D. Garoma
Animal Feeding Operations Program
Division of Water Resources
cc: Fayetteville Regional Office, Water Quality Regional Operations Section
Permit File AWS820210
1636 Mail Service Center, Ratelgh, North Carolina 27699-1636
Phone: 91MG7-64641Internet: http:llwww.ncwater.org
An Equal Opportunity 1 Affirmatiye Action Employer — Made in part by recycled paper

RECEIVED
DEC 0 l 2010
Nutrient Management Plan For Animal Wt f11!1M 1FRCE
This plan has been prepared for:
Billy Ray Daugh try Site 1 82-210
Billy Ray Daughtry
1960 Roanoke Rd.
Clinton, NC NC
910`5676984
11-04-2010
This plan has been developed by:
Doug Niemond
TDM Farms
Box 300
Newton Grove, NC 28366
910-594-0219
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 maintenance
procedures established in this nutrient management plan which includes an animal waste
utilization plan for the farm named above. I have read and understand the Required
Specifications concerning animal waste management that are included with this plan.
S g affire (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.
Plan Approved By: 'f y
Technical pecialist Signature Date
----------------------------------------------------------------------
223510 Database Version 3.1 Date Printed: 11-04-2010 Cover Page 1
'"A

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 2,669,760 gals/year by a 2,880
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
6149
Incorporated
10560
Injected
11630
Irrigated
6684
Max. Avail.
PAN (lbs) *
Actual PAN
Applied (lbs)
PAN Surplus/
Deficit Obs)
Actual Volume
Applied (Gallons)
Volume Surplus/
Deficit (Gallons)
Year 1
6,684
7377
-693
2,946,597
-276,837
---------------------------------------------------------------------------------
Note: In source ID, S means standard source, U means user defined source.
* Max. Available PAN is calculated on the basis of the actual application method(s) identified in the plan for this sourc
424381 Database Version 33 Date Printed: 11-05-2010 Source Page I of 1

Narrative
This plan was written to coincide with a new irrigation plan developed in 2010 incorporating additional
acres.
Doug Niemond
---------------------------------------------------------------------------------
424381 Database Version 3.I Date Printed: 11-05-2010 Narrative Page 1 of 1

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
Total
Acres
Useable
Acres
Leaching
Index (LI)
Soil Series
Crop Sequence
RYE
3044
2
14,00
9.60
NIA
Norfolk
small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
6.5 Tons
3044
1 3
1 19,04
13.70
N/A
orfolk
Hybrid Bermudagrass Hay
6.5 Tons
PLAN TOTALS: 33.04 23.30
Low potential to contribute to soluble
None
< 2
nutrient leaching below the root zone.
Moderate potential to contribute to
Nutrient Management (590) should be planned.
r 2 &
soluble nutrient leaching below the
<=10
root zone.
High potential to contribute to soluble
Nutrient Management (590) should be planned. Otber conservation practices that
nutrient leaching below the root zone.
improve the soils available water holding capacity and improve nutrient use efficiency
> 10
should 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).
424381 Database Version 3.1 Date Printed 11/5/2010
PCs Page 1 of 1
NOTE: Symbol * 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.
Waste Utilization Table
Year ]
Tract
Field I
Source
LD
Soil Series
Total
Acres
Use.
1 Acres
Crop
RYE
AppUc.
Period
Nitrogen
PA
Nutrient
Regd
(lbs1A)
Cann.
Fort.
Nutrient
Applied
(lbs/A)
Res.
(lbslA)
Applic.
Metbod
Manure
PA
Nutrient
Applied
(lbs1A)
Liquid
ManumA
pplied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
N
N
1000
gal/A
Tons
1000 gals
tons
3044
2
S7
Norfolk
14.00
9.60
Small Grain Ove.rseed
I.0 Tons
10l1-3131
50
0
0
Irrig,
1 50
19.97
0.00
191.73
0.00
3044
2
S7
Norfolk
14.00
9.60
Hybrid Bennudagrass Hay
6.5 Tons
3/1-9130
296
1 0
0
laig.
118.24
0.00
1,135.05
0.00
3044
3
57
Norfolk
19.04
13.70
Hybrid Bermudagrass Hay
6.5 Tons
3/1-9/30
296
0
0
:�'g::E296'
118.24
0.00
1,619.81
0.00
Total Applied, 1000 gallons
2,946,60
�,A' N 7
Total Produced, 1000 gallons
2,669.7
�-
"1•R-
Balance, 1000 gallons
-276.84
S
Total Applied, tons
���w°
0.0
Total Produced, tons
+r.
'�,siirv.,.
Too
Balance, tons
j
0.00
Notes: 1. In the tract column, — symbol means leased, otherwise, owned. 2. Symbol * means user entered data.
424381 Database Version 3.1 Date Printed: 11/5/2010 WUT Page L of I

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 maybe applied to each field selected to receive
wastewater. It also lists the maximum application amount that each field may receive in anyone application event.
Irrigation Application Factors
Tract
Field
1
Soil Series
Application Rate
(inches/hour)
Application Amount
(inches)
3044
2
Norfolk
0.50
1.0
3044
3[Nor-folk
1 0.50
1 1.0
424381 Database Version 3.1 Date Printed 11/5/2010 OF Page 1 of 1
NOTE: Symbol * means user entered data

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 fortheir 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 Iakes, phosphorous is a concern Sons containing very high phosphorous levels may also be a
concern.
Lagoon Sludge Nitrogen Utilization Table
Crop
Maximum
PA-N 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
Com 120 bu
150
13.16
36.10
72.21
108.31
Hay 6 ton R.Y.E.
300
26.32
18.05
36.10
54.16
Soybean 40 bu
160
14.04
33.85
67.70
101.55
--------------------------------------------g---g---------
424381 Database Version 3.1 Date Printed: 11-05-2010 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 of net 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 Storave Canacitv
Source Name
I Swine Feeder -Finish Lagoon Liquid
Design Storage Capacity (Days)
Start Date
9/30
180
Plan Year
Month
Available Storage Capacity (Days)
l
1
76
1
2
53
1
3
62
1
4
88
1
5
113
1
6
139
1
7
164
1
8
180
1
9
180
1
10
154
1
11
129
1
12
103
* Available Storage Capacity is calculated as of the end of each month.
-------------------------------p--- -g------------
424381 Database Version 3.1 Date Printed: 11-05-2010 Capacity Page 1 of 1

Required Suecifications 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.
2. There must be documentation in the design folder that the producer either
owns or has an agreement for use of adequate land on which to properly
apply the waste. If the producer does not own adequate land to properly
dispose of the waste, he/she shall provide evidence of an agreement with a
landowner, who is within a reasonable proximity, allowing him/her the use
of the land for waste application. It is the responsibility of the owner of the
waste production facility to secure an update of the Nutrient 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 disldng after waste
application. Waste should not be applied when there is danger of drift from
the I and 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).
-------------------------------------------------------------- --------------- --
223510 Database Version 3.1 Date Printed: 11/4/2010 Specification Pap-e 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. Waste/nutrient loading
rates on these soils should be held to a minimum and a suitable winter cover
crop planted to take up released nutrients. Waste shall not be applied more
than 30 days prior to planting of the crop or forages breaking dormancy.
11. Any new swine facility sited on or after October 1,1995 shall comply with
the following: The outer perimeter of the land area onto which waste is
applied from a lagoon that is a component of a swine farm shall be at least
50 feet from any residential property boundary and canal. Animal waste,
other than swine waste from facilities sited on or after October 1, 1995, shall
not be applied closer 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.
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.
-----------------------------_-------------------------,--- ----
223510 Database Version 3.1 Date Printed: 11/4/2010 Specification Page 2

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. 1f 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.
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 maidmum
storage volume for waste storage ponds.
---------------- ---------------------------------- ----- -----
223510 Database Version 3.1 Date Printed: 11/4/2010 Specification Page 3

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.
-------------------------------------------- ----------------
223510 Database Version 3.1 Date Printed: 11/4/2010 Specification Pale 4

NC®ENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins Dee Freeman
Governor Director Secretary
January 26, 2010
Billy Daughtry
3D Farm TDM #16
1960 Roanoke Rd.
Clinton, NC 28328
.laze=
DENR - FAYE nNLLE REGIONAL OMCE
Subject: Sludge Survey Testing Dates
Certificate of Coverage No. AWS820210
3D Farm TDM #16
Animal Waste Management System
Sampson County
Dear Billy Daughtry:
The Division of Water Quality. (Division) received your sludge survey information on December
16, 2009. With the survey results, you requested an extension of the sludge survey requirement
for the lagoon at the 3D Farm TDM #16 facility. Due to the amount of treatment volume
available, the Division agrees that a sludge survey is not needed until 2014.
The next sludge survey for the lagoon at 3D Farm TDM #16 facility should be performed before
December 31, 2014. Thank you for your attention to this matter. Please call me at (919) 71.5-
6937 if you have any questions.
Sincerely,
L 4
Miressa D. Garoma
Animal Feeding Operations Unit
cc: Fayetteville Regional Office, Aquifer Protection Section
Permit File AWS820210
1636 Ma€i Service Celt'. Raleiq'i. "forth Carolina 2a699-1636
Location: 212a Camr nivd . Raie uh. Norh Carolina 2 60^
Phore: 91?733-3221 ; F.AX:1 19-7-15d 588 `: Cus*onner Service: 1-87'-6 07
lnternat: wmw
None
rtliCarolina
Alai l!'allif
F.n � iml i ;:;nos . °. r;-;,,;; . _ ACflOft

0
PVC)
Nutrient Management P Animal Waste Utilization
08-29-200
This plan has been prepared for:
Billy Ray Daughtry Old Farm
Billy Ray Daughtry
1960 Roanoke Rd. ^ w o
Clinton, NC 28328 pC
910-567-6984
This plan has been developed by:
Doug Niemond
TDM Farms
Box 300
Newton Grove, NC 2
910-594-0219
Type of Plan: Nitrogen Only with Manure Only
RMFIV p
UAR 15 2009
FAWWOURRIMORM
Owner/Manager/Producer Agreement
I (we) understand and agree to the specifications and the operation and maintenance
procedures established in this nutrient management plan which includes an animal waste
utilization plan for the farm named above. I have read and understand the Required
Specifications concerning animal waste management that are included with this plan.
Signature (manager or producer)
z--z7-d /
Date
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.
Plan Approved By:
Technical Specialist Signature Date
-------------- -----------------------------------------------------
476553 Database Version 1.06 Date Printed- 08-29-2001 Cover Page 1
RECEIVED / DENR / DWp
AquifPF Pmfp[jj0n SP_Ct10I1
MAR 2 4 2009

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 Teeder-Fini sh Lagoon Liquid waste generated-2,669.,760 -alsl ear!
a 2,880 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
6153
Incorporated
10567
Injected
11637
Irrigated
6688
Actual PAN Applied
Year 1
6806
Notes:
1n source ID, S means standard source, U means user defined source.
-------- ----------------------------------------------------------g-------
476553 Database Version 1.06 Date Printed: 08-29-2001 Source Page 1

The Waste Utilization table shown below summarizes the waste utilization plan for this operation. This plan provides all estimate of the number of acres of cropland
needed to use tile 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. Animal operations that generate liquid waste and utilize waste storage facilities (lagoons or holding ponds) may apply more or less waste
in any given year than is annually generated by the facility. In order to determine whether the plan adequately utilizes the waste produced by the facility, the storage
capacity table included in this plan should be reviewed to ensure that the design capacity of the storage facility is not exceeded during the planning period.
Depending on the requirements of the crop and the nutrient content of the waste, some nutrients will likely be over or under applied if animal waste is being utilized.
Waste should be analyzed before each application cycle and annual soil tests are required if animal waste is being applied. Soil tests should be used to balance the
nutrient application amounts with the realistic yields of the crop to be grown. Nutrient management plans may require that the application of animal waste be limited
so as to prevent over application of phosphorous when excessive levels of this nutrient are detected in a field.
Waste Utilization Table
Year ]
Tract
I Field
Source
LID.
I soil series
Total
Acre
Use.
Acres
crop
RYE
RYE
Unit
Applic.
I Period
Nitrogen
PA
Nutrient
Req'd
Comm.
Fert.
Nutrient
Applied
Res.
(lbslA)
N
Applic.
Method
Manure
PA
Nutrient
Applied
Liquid
Manure
Applied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
lbs/A
1000
al/A
I tons
1000 gals
tons
11570
13
57
Norfolk
30.0
4.0
'otton
875.0
Pounds
3115.7131
78
0
0
Itti .
78
31.1
0.0
124.6
0.0
3044
l
S7
Norfolk
16A
16.4
mall Grain Overseed
•2.0
"tons
•9115-3131
" 100
0
0
Itri .
100
39.9
0.0
654.7
0.0
3044
1
S7
Norfolk
16.4
16.4
ermuda ress Hay
6.5
Pons
'411-8131
296
0
0
Irri .
296
118.2
0.0
1,937.9
0.0
Lagoon Liquids
Total ARpIied, 1000 gallons
2,717
Total Produced, 1000 aallons
2,670
Balance 1000 Rallons
47
Manure Solids
Total Applied, tons
0
Total Produced, tons
9
Balance ions
0
Notes: 1. In the tract colutnn.:symbol —means ]eased, otherwise, owned. 2. Symbol ' means user entered data.
---------------------------------------------------------------------------------------------------------------------------------- ------
476553 Database Version 1.06 Date Printed: 08-29-2001 WUT Page l

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
Tract
Field
Soil Series
Application Ratc
(inchcslhour)
Application Amount
(inches)
31570
13
Norfolk
0-50
0.96
3044
1
Norfolk
0-50
0.96
---- ----- --- - - - - -- -------------------------------------------------------------------
476553 Database Version 1.06 Date Printed: 08-29-2001 IAF Page l

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, capper 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
PA-N Rate
lblac
Maximum Sludge
Application Rate
1000 al/a
Minimum Acres
5 Years Accumulation
Minimum Acres
10 Years Accumulation
Minimum Acres
1 15 Years Accumulation
Swine Feeder -Finish Lagoon Sludge - Standard
Com 120 bu
1 150
13.16
36,101
72.2E
108.31
Hay 6 ton R.Y.E. 1
300
26.32
18.05
36.10
54.16
Soybean 40 bu
1 1601
14.041
33.85
67.701
101.55
-------------------------------------------------------- ---------------g---g-----------
476553 Database Version 1.06 Date Printed: 08-29-2001 Sludge Page 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 of net 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 Capacity
Source Name
Swine Feeder -Finish Lagoon Liquid
Design Storage Capacity (Days)
Start Date
9/31
180
Plan Year
Month
Available Storage Capacity (Days)
1
1
72
1
2
66
1
3
61
1
4
87
1
5
112
1
6
138
1
7
163
1
8
180
i
9
163
1
10
163
1
11 1
133
1
12
102
* Available Storage Capacity is calculated as of the end of each month.
--------------------------------------------------------------P-----g-------
476553 Database Version 1.06 Date Printed: 08-29-2001 Capacity Page 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.
2. There must be documentation in the design folder that the producer either
owns or has an agreement for use of adequate land on which to properly
apply the waste. If the producer does not own adequate land to properly
dispose of the waste, he/she shall provide evidence of an agreement with a
landowner, who is within a reasonable proximity, allowing him/her the use
of the land for waste application. It is the responsibility of the owner of the
waste production facility to secure an update of the Nutrient 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. 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
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
476553 Database Version 1.06 Date Printed: 08-29-2001 Specification Page 1

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- manner- -
that the crop is not covered with waste to a depth that would inhibit
growth. The potential for salt damage from animal waste should also be
considered.
10. Nutrients from waste shall not be applied in fall or winter for spring
planted crops on soils with a high potential for leaching. Waste/nutrient
loading rates on these soils should be held to a minimum and a suitable
winter cover crop planted to take up released nutrients. Waste shall not be
applied more than 30 days prior to planting of the crop or forages
breaking dormancy.
11. Any new swine facility sited on or after October 1,1995 shall comply with
the following: The outer perimeter of the land area onto which waste is
applied from a lagoon that is a component of a swine farm shall be at least
50 feet from any residential property boundary and canal. Animal waste,
other than swine waste from facilities sited on or after October 1, 1995,
shall not be applied closer 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.
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
------------------------ -------------------------------------------------------------
476553 Database Version 1.06 Date Printed: 08-29-2001 Specification Page 2

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.
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
-------------------- --------------------------------------------------
476553 Database Version 1.06 Date Printed: 08-29-2001 Specification Page 3

for all other waste shall be maintained for a minimum of five years.
23. Dead animals will be disposed of in a manner that meets North Carolina
regulations.
----------------- ----------------------------------------------------------------'----
476553 Database Version 1.06 Date Printed. 08-29-2001 Specification Page 4

Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Colleen H. Sullins, Director
Division of Water Quality
July 1, 2007
Billy R Daughtry
3D Farm TDM #16 t ^'" 7
1960 Roanoke Rd
Clinton, NC 28328
Subject: Certificate of Coverage No. AWS820210
3D Farm TDM #16
Animal Waste Management System
Sampson County
Dear Billy R Daughtry:
In accordance with your application received on 11-Jan-07, we are hereby forwarding to you this
Certificate of Coverage (COC) issued to Billy R Daughtry, 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 3D Farm TDM #16, located in Sampson County, with an animal capacity of no
greater than the following swine annual averages:
Wean to Finish: 0 Feeder to Finish: 2880 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 HI.19 does not apply.
Pursuant to this COC, you are authorized and required to operate the system in conformity with the
conditions and limitations as specified in the General Permit, the facility's CAWMP, and this COC. An
adequate system for collecting and maintaining the required monitoring data and operational information
must be established for this facility. Any increase in waste production greater than the certified design
capacity or increase in number of animals authorized by this COC (as provided above) will require a
modification to the CAWMP and this COC and must be completed prior to actual increase in either
wastewater flow or number of animals.
Please carefully read this COC and the enclosed State General Permit. Enclosed for your convenience is
a package containing the new and revised forms used for record keeping and reporting. Please pa
careful attention to the record keeping and monitoring conditions in this permit.
Aquifer Protection Section 1636 Mail Service Center
Internet: www.ncwateruualitv.atg Location: 2728 Capital Boulevard
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JValurally
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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 .01 I l (c) a compliance boundary is provided for the facility and no new water supply
wells shall be constructed within the compliance boundary. Per NRCS standards a 100-foot separation
shall be maintained between water supply wells and any lagoon, storage pond, or any wetted area of a
spray field.
Per 15A NCAC 02T .1306, any containment basin, such as a lagoon or waste storage structure, shall
continue to be subject to the conditions and requirements of the facility's permit until closed to NRCS
standards and the permit is rescinded by the Division.
Please be advised that any violation of the terms and conditions specified in this COC, the General Permit
or the CAWMP may result in the revocation of this COC, or penalties in accordance with NCGS 143-
215.6A through 143-215.6C including civil penalties, criminal penalties, and injunctive relief.
If you wish to continue the activity permitted under the General Permit after the expiration date of the
General Permit, an application for renewal must be filed at least 180 days prior to expiration.
This COC is not automatically transferable. A name/ownership change application must be submitted to
the Division prior to a name change or change in ownership.
If any parts, requirements, or limitations contained in this COC are unacceptable, you have the right to
apply for an individual permit by contacting the staff member listed below for information on this
process. Unless such a request is made within 30 days, this COC shall be final and binding.
This facility is located in a county covered by our Fayetteville Regional Office. The Regional Office
Aquifer Protection staff may be reached at 910433-3300. If you need additional information concerning
this COC or the General Permit, please contact the Animal Feeding Operations Unit staff at (919) 733-
3221.
Sincerely,
for Coleen H. Sullins
Enclosures (General Permit AWG100000, Record Keeping and Reporting Package)
cc: (Certificate of Coverage only for all cc's)
Sampson County Health Department
Sampson County Soil and Water Conservation District
Fayetteville Regional Office, Aquifer Protection Section
AFO Unit Central Files
Permit File AWS820210

December 1, 2006
CERTIFIED MAIL
RETURN RECEIPT REOUESTED
Billy R Daughtry
3 D Farm TDM # 16
1960 Roanoke Rd
Clinton, NC 28328
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Subject: Application for Renewal of Coverage for Expiring NPDES General Permit
Dear Permittee:
Alan W. Klimek. P.E. Director
Division of Water Quality
RECEIVED
DEC 0 S 2006
ME'FAYERWREOWGRIM
Your facility is currently approved for operation under one of the Animal Waste Operation NPDES General Permits, which expire on
July 1, 2007. Due to changes in federal rules, facilities that do not discharge nor propose to discharge may choose whether or not to
retain coverage under an NPDES General Permit. Copies of the draft animal waste operation NPDES general permits and the State
Non -Discharge General Permits are available at http://h2o.enr.state.nc.as/aps/afou/downloads.htm or by writing or calling:
NCDENR — DWQ Animal Feeding Operations Unit
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
In order to assure your continued coverage under one of these two types of general permits, you must submit an application for permit
coverage to the Division. Enclosed you will find a `Request for Certificate of Coverage Facility Currently Covered by an Expiring
NPDES General Permit.' The application form must be completed and returned by January 2, 2007. Please note, You must include
two (2) copies of your most recent Waste Utilization Pian with the application form.
Failure to request renewal of your coverage under a general permit within the time period specified may result in a civil penalty.
Operation of your facility without coverage under a valid general permit would constitute a violation of NCGS 143-215.1 and could
result in assessments of civil penalties of up to $25,000 per day.
If you have any questions about the draft general permits, the enclosed application, or any related matter please feel free to contact the
Animal Feeding Operations Unit staff at 919-733-3221.
Sincerely,
Ted L. Bush, Jr., Chief
Aquifer Protection Section
Enclosures
cc (w/o enclosures): Sampson County Soil and Water Conservation District
Fayetteville Regional Office, Aquifer Protection Section
AFO Unit Central Files - 820210
Premium Standard Farms Of North Carolina Inc
Aquifer Protection Section 1636 Mail Service Center Raleigh, NC 27699-1636
Internet: www.ncwatg uality.M Location: 2728 Capital Boulevard Raleigh, NC 27604
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Telephone:
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ANIMAL FACILITY ANNUAL CERTIFICATION FORM
Certificate of Coverage or Permit Number County SG npc e\ Year 200 y
Facility Name (as shown on Certificate of Coverage or Permit) 3
Operator in Charge for this Facility QI jlT_Rd-.� o [""glrn
y Certification'
Land application of animal waste as allowed by the above permit occurred during the past calendar year
_/_ YES NO. If NO, skip Part I and Part II and proceed to the certification. Also, if animal wart
was generated but not land applied, please attach an explanation on how the animal waste was handled.
Part I : Facility Information:
l . Total number of application Fields Vor Pulls 0 (please check the appropriate box) in the Certified Anima:.
Waste Management Plan (CAWMP): a Total Useable Acres approved in the CAWMP
o2O<L
2. Total number of Fields ER"or Pulls ❑ (please check the appropriate box) on which land application
occurred during the year: 1 Total Acres on which waste was applied f � n q
3_ Total pounds of Plant Available Nitrogen (PAN) applied during the year for all application sites:
449
4. Total pounds of Plant Available Nitrogen (PAN) allowed to be land applied annually by the CAWMP and
the permit:
6O&
5. Estimated amount of total manure, litter and process wastewater sold or given to other persons and taken
off site during the year O tons ❑ or gallons ❑ (please check the appropriate box',
6. Annual average number of animals by type at this facility during the previous year:
2 (,53
7. Largest and smallest number of animals by type at this facility at any one time during the previous year:
Largest_ 3C)5q _Feie,r_4u F"n1`-sil _
Smallest 0 Fectpf J,,
(These numbers are for informational purposes only since the only permit limit on the number of animals
at the facilityis the annual average numbers) 8. Facility's Integrator if applicable: Rr t W\. j 5 i [. nCj Cj.- p � Ft,y v►nrs
Part II: Facility Status:
IF THE ANSWER TO ANY STATEMENT BELOW IS "NO", PLEASE PROVIDE A WRITTEN
DESCRIPTION AS TO WHY THE FACILITY WAS NOT COMPLIANT, THE DATES OF ANY NON
COMPLIANCE, AND EXPLAIN CORRECTIVE ACTION TAKEN OR PROPOSED TO_BE TAKEN TO
BRING THIS FACILITY BACK INTO COMPLIANCE_
1. Only animal waste generated at this facility was applied to the permitted sites d
the past calendar year. RECEIVED
FEB. 0.7. M05
52 Yes ❑ No
AFACF 3-14-03 1 1 M-FAYETi LLF W,-MORTE

2. The facility was operated in such a way that there was no direct runoff of waste from QrYes ❑ No
the facility (including the houses, lagoons/storage ponds and the application sites) during
the past calendar year.
3. There was no discharge of waste to surface water from this facility during the past MYes ❑ No
calendar year.
4. There was no freeboard violation in any lagoons or storage ponds at this facility during CrYes ❑ No
the past calendar year.
5. There was no PAN application to any fields or crops at this facility greater than the 'Yes ❑ No
levels specified in this facility's CAWMP during the past calendar year.
6. All land application equipment was calibrated at least once during the past calendar year. �es ❑ No
7. Sludge accumulation in all lagoons did not exceed the volume for which the lagoon P-Yes ❑ No
was designed or reduce the lagoon's minimum treatment volume to less than the volume
for which the lagoon was designed.
S. A copy of the Annual Sludge Survey Form for this facility is attached to this Certification. C"Yes ❑ No
9. Annual soils analysis were performed on each field receiving animal waste during the P Yes ❑ No
past calendar year.
10. Soil pH was maintained as specified in the permit during the past calendar Year?
91�les ❑ No
11. All required monitoring and reporting was performed in accordance with the facility's
5'Yes ❑ No
permit during the past calendar year.
12. All operations and maintenance requirements in the permit were complied with during
1 4 es ❑ No
the past calendar year or, in the case of a deviation, prior authorization was received
- _ from-the-Division-of.Water Quality..._-
13. Crops as specified in the CAWMP were maintained during the past calendar year on all
9' Yes []No
sites receiving animal waste and the crops grown were removed in accordance with
the facility's permit.
14. All buffer requirements as specified on the permit and the CAWMP for this facility were Yes ❑ No
maintained during each application of animal waste during the past calendar year.
"I certify under penalty of law that this document and all attachments were prepared under my direction or
supervision in accordance with a system designed to assure that qualified personnel properly gather and
evaluate the information submitted. Based on my inquiry of the person or persons who manage the system, or
those persons directly responsible for gathering the information, the information submitted is, to the best of
my knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for
submitting false information, including the possibility of fines and imprisonment Tor knowing violations."
B, .1 R ,,j Jtti j�l�f�
Yermittee Name and lrtle (type or print)
Si atur of Periniwe Date
Signature of Operator in Charge
(if different from Perrnittee) -
AFACF 3-14-03 2
Date

Frc�Aoc�va
3 ! EI
Ave✓c�c�� S�vc�cYt
Farm Name: '_I1J
h 1 Lagoon Side Slope: a
Date: c�iLi Uri

� F �
Nutrient Management Plan For Animal Waste Utilization
08-29-2001
This plan has been prepared for:
Billy Ray Daughtry Old Farm
Billy Ray Daughtry
1960 Roanoke Rd.
Clinton, NC 28328
910-567-6984
This plan has been developed by:
Doug Niemond
TDM Farms
Box 300
Newton Grove, NC 28366
910-594-0219
x < a) L
Develo 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 maintenance
procedures established in this nutrient management plan which includes an animal waste
utilization plan for the farm named above. I have read and understand the Required
Specifications concerning animal waste management that are included with this plan.
l
Signature (manager or producer)
fir^-27-6 /
Date
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.
Plan ApprovedBy:J�5 U
PP �
Technical Specialist Signature Date
--- ----- -------------------------------------------------
476553 Database Version 1.06 Date Printed: 08-29-2001 Cover Page I

'4k

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1� ' � r'r ~• '�r ' �1'1 �'i ',� ��' � r• . ��� � ' # ti � 1'1 ,. 1 4• '. r
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,i-� I. ''1.1 \' •, i,1r' ', "."�,�1': �• •,i :4''�"''\.
yl;#Iii�
,1,

State of North Carolina
Department of Environment
and Natural Resources
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
July 3, 2000
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
Billy Ray Daughtry
3 D Farm TDM # 16
1960 Roanoke Road
Clinton NC 28328
A "� 0&4
•
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL REsouRCE5
1. 3 2000
PAY I 1 E41LLE
REGI OFFICE
Subject: Notification for Wettable Acre Determination
Animal Waste Management System
3D Farm TDM #16
Facility Number 82-210
Sampson County
Dear Billy Ray Daughtry:
A letter dated January 15, 1999 was sent to advise you about concerns associated with Certified Animal
Waste Management Plans and the method by which the irrigated acres within the plans were calculated. Only
the acres that are wetted can be credited in the waste management plan as receiving waste application. Any
acreage within the plan that can not be reached by waste application equipment can not be used as part of your
plan.
An evaluation by Scott Faircloth on 6/30/99 was made to review the actual number of acres at your
facility that receive animal waste during land application. The evaluation of your facility has yielded one of
the following two results as indicated by the box marked with an "X".
Category 1:
The evaluation of your facility could not be completed due to a lack of information. Please
contact your Technical Specialist to assist in providing Scott Faircloth the necessary
information to potentially exempt your facility from undergoing a complete wettable acre
determination. Please submit this information to Scott Faircloth, at 225 Green Street, Suite .
714, Fayetteville, NC 28301, within in 90 days of the receipt of this letter. If you have any
questions please contact Scott Faircloth at [phone] _ if within 90 days you are
unable to provide Scott Faircloth with the information you are automatically required
to complete a Wettable Acre Determination as described by Category 2 below, within
180 days of receipt of this letter.
1611 Mail Service Center, Raleigh, North Carolina 21699-16I1 Telephone [phone] Fax [phone]
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Notification for Wettable Acre Determination
Animal Waste Management System
Page 2
Category 2:
❑ Your facility has been identified by the Department of Environment and Natural Resources
as a facility that may have overestimated the number of acres actually receiving animal
waste. Therefore, some or all of your fields may be exceeding the allowable loading rates
set in your Certified Animal Waste Management Plan.
In order to resolve this issue, please contact a designated Technical Specialist to have him
or her conduct a Wettable Acre Determination for your facility. The Technical Specialist must
be one that has been approved by the Soil and Water Conservation Commission to conduct
Wettable Acre Determinations. Many Technical Specialist with the N.C. Cooperative Extension
Service, the Soil and Water Conservation Districts, the Natural Resources Conservation
Service, and the Division of Soil and Water Conservation have received this special
designation. You may also contact a private Technical Specialist who has received this
designation, or a Professional Engineer.
All needed modifications to your Animal Waste Management System must be made and
the Wettable Acres Determination Certification must be returned to DWQ within the next
180 days. If the needed modifications are not made and if the form is not returned within the
required time, DWO will be forced to take appropriate enforcement actions to bring this facility
into compliance. These actions may include civil penalty assessments, permit revocation,
and/or injunctive relief.
Once a Wettable Acre Determination has been completed, a copy of the attached Wettable
Acre Determination Certification must be submitted to the address listed on the form. Please
note that both the owner and the Technical Specialist must sign the certification. A copy of all
the Wettable Acre Determination documentation that applies to your Waste Utilization Plan
must be kept at your facility. DWO and the Division of Soil & Water Conservation Staff will
review all documentation during their annual visit of your facility. An additional copy must by
kept on file at the local Soil & Water Conservation District Office. Please note that if you install
or modify your irrigation system, a designated Irrigation Specialist or a Professional Engineer
must also sign the Wettable Acre Determination Certification.
Please be advised that nothing in this letter should be taken as removing from you the responsibility or
liability for failure to comply with any State Rule, State Statute, Local County Ordinance, or permitting
requirement.
If you have any questions regarding this letter, please do not hesitate to contact Sonya Avant of our
Central Office staff at [phone] ext. 571.
Sincerely,
Kerr T. Stevens
cc: Fayetteville Regional Office
Sampson County Soil and Water Conservation District
Facility File

June 10, 1999
Division of Air Quality
Fayetteville Regional Office
Wachovia Building
225 Green Street Suite 714
Fayetteville, N.C. 28301
Doug Niemond
TD41 Farms
Box 300
Newton Grove- N.C. 28366
910-594-0219
RECEWF-D
J UN 1 4 1999
FAYETTEVILLE
REG. OFFICE
Dear Sir or Madam:
I, am writing you per instructions received in a letter from Mr. Alan Klimeck dated May 27, 1999
concerntag temporary odor rules for swine farms. In his letter Mr. Klimeck stated that if I believed
f ' thz it ts'psoblematic for you to comply with am of these required management practices please send
whUeu documentation by August 1,1999." We believe that it is problematic for our farms to comply
with�req mment No. 7. In addition we also question the effectiveness of requirement No. 1 and
believe that both of these rules will have a negligible or adverse effect on odor and could produce
negative impacts on water quality.
Requirement No. 7 states that flush tanks should be covered or the fill pipes should be extended below
the surface of the wastewater of the tank From personal observation, I feel that these ranks and the
way that they fill are not a significant source of odor on a swine farm. By covering or extending the fill
pipes the farm operator will not be able to observe the rate at which the recycle water fills the tank.
This is critical because the tanks are often set up to dump periodically with a timer. If the tanks dump
before they are filled the result is insufficient, water to completely move the mamire out of the pit thus
creating more odors from the building. Conversely, if the tank fills before it is time to dump, you risk a
spill via a blocked overflow pipe.

LI
June 10, 1999
Page 1
Requiremerrt No. 1 states that the discharge point of the pipe from the buildings shall enter below the
surface of animal wastewater lagoons. This requirement will make it impossible for the operator to
observe what is being discharged from the buildings. A pipe that becomes clogged may go undetected
leading to a back up of recycle water in the pit with the potential to spill out of the building. The
operator also will not be able to detect any unusual discharge such as fresh water from a leak or
malfunction. The added tam in the pipe needed to direct the flow under the lagoon surface could also
increase the chance of a blockage.
Because of these concerns we have not covered or extended the fill pipes on the dump tanks at any of
the farms that we own or manage. We have extended our discharge lines under the surface of the
lagoons. We have advised our growers to extend their discharge lines but have given them their choice
on how to handle the flush tanks. Most have opted to leave them as is. I have included a list of firms
associated with T DM in your region. This includes farms, which we own, manage, or grow hogs on
Contract for us.
Thank you for your attention to this matter and if you have any questions please feel free to contact me.
Sincerely,
Doug Niemond
Environmental Manager
Cc-DWQ Mr. Bob Heath
I

F
FARM NAME DWQ FACILITY NO.
TDM#1 WALLER
82-378
TDM#2 TARHEEL FARMS
26-25
TDM#5
TDM#6 CASEY
82-274
TDM#7 WILSON
82-196
TDM#8 ROSE
82-101
TDM#11 HARRELL
82-275
TDM#12 A&W
82-97
TDM#13 S&O
82-282
TDM#14 MARK BAREFOOT
82-521
TDM#16 3D
82-210
TDM#17 DODSON
82-390
TDM#18 GIDDENS
82-100
TDM#19 BASS
82-221
TDM#20 THORNTON
82-47
TDM#21 HERRING
82-49
TDM#23 DAUGHTRY
82-601
TDM#24 WILLIAMS
82-625
TDM#25 SUTTON
82-718
TDM#26 CYPACK.
26-72
TDM#30 BEST BROTHERS
82-699
TDM#100 BAREFOOT NURS
82-58
TDM#102 SULLIVAN
82-175
TDM#103 EDWARDS
82-177
TDM#104 CASEY NURS
82-655
PCH
82-94
PCH-FINISHING
82-67
PCH 5
82-488

Attached is a revised irrigation and waste utilization plan for farm # 82-210. The plans
reflect the addition land available for waste application as compared to the original plan.
Billy Ray Daughtry
RECEIVED
DEC 0 l 2010
DENR -FRYETTEVILLE REGIOmL OFFICE

3 �
Sheetl
IRRIGATION SYSTEM DESIGN PARAMETERS
Lan down erlOperator Name: Billy Ray Daughtry
Address:
Spivey's Corner, NC
Telephone: [phone]
Table 1 - Field Specifications
Approximate
Maximum
Useable Size
Field of Field
Numher '4acres)
Soil Tvne Siooe % Cronk)
RECEIVED
DEC 0 12010
County: Samps R-FAYEf?EMLLE REGIONAL OFHCE
Date: 7/14/2009
Maximum
Maximum
Application
Application
per Irrigation
Rate
Cycle
(lnlhr)
(inches) Comments
1
* :1 58
NoA
<5
Bermuda
0.5
.5-1
2
; . 1:5fi
NoA
<5
Bermuda
0.5
.5-1
3
_'J .'56
NoA
<5
Bermuda
0.5
.5-1
4
�:1'.56
NoA
<5
Bermuda
0.5
.5-1
5
:','T-56.
NoA
<5
Bermuda
0.5
.5-1
6
1.58..
NoA
<5
Bermuda
0.5
.5-1
7
1.67
Ra
<5
Bermuda
0.5
.5-1
8
1.79
Ra
<5
Bermuda
0.5
.5-1
9
2.02
Ra
<5
Bermuda
0.5
.5-1
10
2.24
Ra
<5
Bermuda
0.5
.5-1
11
2.47
NoA
<5
Bermuda
0.5
.5-1
12
2.41
NoA
<5
Bermuda
0.5
.5-1
13
1.09
NoA
<5
Bermuda
0.5
.5-1

w
- Sheet2
"f ABLE 2 - Travelling Irrigation Gun Settings
Make, Model and Type of Equipment: Amadas 2.5" Traveller
Travel Application TRAVEL LANE Wetted Nozzle Operating Operating
Speed Rate Effective Effective Diameter Diameter Pressure Pressure Are
Field Number fUmin in/hr. Width ft. Len th ft feet Inches at Gun si at reel si Pattern Comments - Acres per pull
1
2.14
0.38
183.6
240
240
0,81
50
90
330
1.58
2
2.14
0.38
180
240
240
0.81
50
90
330
1.56
3
2.14
0.38
180
240
240
0.81
50
90
330
1.56
4
2.14
0.38
180
240
240
0.81
50
90
330
1.56
5
2.14
0.38
180
240
240
0.81
50
90
330
1.56
6
2.14
0.38
183.6
240
240
0.81
50
90
330
1.58
7
2.14
0.38
183.6
260
240
0.81
50
90
330
1.67
8
2.14
0.38
180
295
240
0.81
50
90
330
1.79
9
2.14
0.38
180
350
240
0.81
50
90
330
2.02
10
2A4
0.38
180
405
240
0.81
50
90
330
2.24
11
2.14
0.38
180
460
240
0.81
50
90
330
2.47
12
2.14
0.38
180
445
240
0.81
50
90
330
2.41
13
2.57
0.52
105
325
240
0.81
50
90
220
1.09
l
0.00

Sheet4
TABLE 4 - Irrigation System Specifications
Traveling
Solid Set
Im ation Gun
Irrigation
Flow Rate of Sprinkler m
120
Operating Pressure at Pump(psi)
103.3
Design Precipitation Rate inlhr
0.32
Hose Length feet
900
XXXXXXXX
Type of Speed Compensation
Mechanical
xxxxx xx
Pump Type PTO, Engine, Electric
Engine
Pump Power Re uirement h
14.5
TABLE 5 - Thrust Block S ecificabons
THRUST BLOCK
LOCATION
AREA s . ft.
90 degree bend
4.94
Dead End
3.5
Tee
2.45
Gate Valve
3.5
45 degree bend
2.66
Page 1

Sheet5
IRRIGATION SYSTEM DESIGNER
Name:
Kraig Westerbeek
Company:
Murphy - Brown
Address:
P.O. Box 759 Rose Hill, NC 28458
Phone:
910-289-2111
Required Doc
The following details of design and materials must accompany all irrigation designs:
1. A scale drawing of the proposed irrigation system which includes hydrant locations, pipelines, thrust block locations ar
2. Assumptions and computations for determining total dynamic head and horsepower requirements.
3. Computations used to determine all mainline and lateral pipe sizes.
4. Sources and/or calculations used for determining application rates.
5. Computations used to determine the size of thrust blocks and illustrations of all thrust block configurations required In the system
6. Manufacturer's specifications for the irrigation pump, traveler and sprinkler(s).
7. Manufacturer's specifications for the irrigation pipe and/or USDA -MRCS standard for IRRIGATION WATER CONVEYANCE.
8. The information required by this form are the minimum requirements. It is the responsibility of the designer to consider all relevant factors at a particular site and
address them as appropriate.
9. Irrigation pipes should not be installed in lagoon or storage pond embankments without the approval of the designer.
NOTE: A buffer strip of 25' or wider must be maintained between the limits of the irrigation system and all
perennial streams and surface waters per NC Statutes.

a
Sheet6
Narrative of Irrigation System Operation
This design has been done based on criteria for new or expanding systems. Pulls 1-6 have
been designed in an existing spray area. Pulls 7-13 have been designed in a new area and
therefore must comply with SB515 setbacks. The only setbacks in the design area of note
are the 50' property line setback for pulls 7-13 and the 1 00'well setback adjacent to pull 1.
Producer will use an ABI 2.5" traveller with a Nelson 100 gun for all pulls. This design uses
calibrated flow and wetted diameter from the 2008 calibration for this facility.

Sheet7
CALCULATIONS
Sprinkler Specifications
Sprinkler Type: Nelson
100
Nozzle Size:
0.81 inches
Sprinkler Pressure:
50 psi
Flowrate(GPM):
120 gpm
Wetted Diameter:
240 feet
Lane Soacinas
Desired Spacing (%):
70 %
Design Spacing(feet):
168 "PVC irrigation pipe normally comes in 20' pieces,
so round to the nearest multiple of 20.
Actual Spacing (feet):
180 feet
Actual Spacing (%);
75 %
Application Rate
Application Rate =(96.3xFlowrate)1(3.1415x(.9xradius)squared)
Design App. Rate =
0.32 in/hr
300 degree arc =
0.38 in/hr
220 degree arc =
0.52 in/hr
180 degree arc =
0.63 inthr
Traveller Speed
Travel speed = 1.605 x Flowrate 1 Desired application amount x Lane Spacing
Desired app. (in.) =
0.5 inches
300 degree arc =
2.14 ft/min
220 degree arc =
2.57 ft/min
180 degree arc =
4.28 ft/min
Mainline Velocity
Velocity = .408 x Flowrate / pipe diameter squared feettsec.'y
"*For buried pipelines, velocity
should be below 5 feet per second
Pipe size:
4 inches
Velocity=
3.06 ft/sec.
Page 1

Sheet?
Maximum Mainline Friction Loss
Most distant hydrant: 7
Total distance: 1770 feet
Friction Loss is figured using HazenMilliam's Equation
Friction Loss= 0.81 feet/100 feet
Max. Mainline Loss = 14.3 feet or 6.2 psi
Total Dvnamic Head
Sprinkler Pressure:
50 psi
Loss through traveller:
40 psi
Elevation head:
0 psi
Mainline loss:
6.2 psi
Suction head and lift:
2.2 psi
5% fitting loss:
4.9 psi
TOTAL(TDH) =
103.3 psi or
Horsepower Required
Horsepower = Flowrate x TDH(feet)139601 Pump effeciency
Pump Description: Berkeley B3J
Pump Efficiency: 50 %
Horsepower Required: 14.5 Hp
Thrust Blocking
Thrust Block Area = Thrust 1 Soil Bearing Strength
Thrust:
4200 feet
Soil Bearing Strength:
1200 feet
End Cap:
3.5 ft2
90 degree elbow:
4.9 ft2
Tee:
2.5 ft2
45 degree elbow:
2.7 ft2
Pioe Pressure Ratina Check
238.7 feet
Pressure Rating of Pipe to be Used: 200 psi
Max. Pressure on system when running: 103.3 psi
70% of Pressure Rating: 140 psi
If Max. Pressure on system is less than 70% of Pressure Rating, OK
Net Positive Suction Head Check
Page 2
a

Sheet7
NPSHA: 21.5
NPSHR: 7 *from pump curve
If NPSHA>NPSHR OK
Page 3

Acreage calculations
Pull No.
Width
Length Start
Stop
Total Acres
1
183.6
240
0.31
0.26
1.58
2
180
240
0.31
0.26
1.56
3
180
240
0.31
0.26
1.56
4
180
240
0.31
0.26
1.56
5
180
240
0.31
0.26
1.56
6
183.6
240
0.31
0.26
1.58
7
183.6
260
0.31
0.26
1.67
8
180
295
0.31
0.26
1.79
9
180
350
0.31
0.26
2.02
10
180
405
0.31
0.26
2.24
11
180
460
0.31
0.26
2.47
12
180
445
0.31
0.26
2.41
13
105
325
0.18
0.13
1.09
I

Billy Doughtry
Scales 9 =30W
Site 1
Toto
`i' dD `
�k Aicl Sa- 1 b-r-.
p cqk',
Ctif 1�rA�Pd
a oa ,_,%j
%C.
6/2009

Billy D.au htry
Scale: 1
Site 1 Cra 5:5 t �,
Toto
-De Va,; k S
�a r �C,
O� GLG-3 S
u
Field 1 = 0.85 Ac.
Veil w/100, offset
(,' M ��
5/2009

tsUU101020437
600
ru
to 500
z
400
3m
ti 200
O
E
BERKELEY PUMPS
TYPE "B" RATING CURVES
ENGINE DRIVE
'CURVE 4117
DATE 3-1-88
PAGE 2.02
SUPERSEDES
Curve 4117 Page 2.02d
Dated 4-1.85
C...: M.L.041 C.I. Pm Na Ii- 186 3 mochm. 1{-1663 VAA I GUS FILP.M. » cTd-
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MAXIMUM WORKING PjqEs3une 241 PSI wIQ 1&113
4:
7-
7 7
A.
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4
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J.-at
0 Ico 200 300 4CO ;CO 600 700 SCO 900 1000 1100 1200
CAPACrrY IN U.S. GALLONS PER MINUTE
C-7046 T-2554 ...... d.. C-7048 0.1" 10-27-71 D-1- 3-29-72 - MODEL B3JQBM
4CC
X
250
2CO
O
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50
C... : U.t.,JA C.I. pol. H.. H- 1 0:9
U.S.1161 C.I. P.LLH& K-23:9
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M..ILN. H-1939 vAstlous pr.u. - CTCI-q
m.cm.m. M-4821 wo. t0-7/16" FVt.L r.b'LL w %.� -.1—i
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CAPACITY IN U.S, 0ALLOms PER lAtNt)TE
r-% it r­ — . .

BIG GUN° PERFORMANCE
TABLES
...
��h.' �'n 41�2}r�f;'3'•�-�.14 s+5 ;iY'�f.
.'.',"ir.r _':•a.�'; _ yy'� iSf_ . ,�•i„j;•�.' '�fa.
ij 71' ,'C VIP;:
- ,a�re4•,+' y - _ .
'0 SERIES BIG GUNS=--'24°
TRAJECTORY" F'
,
rrSrx t >
ti r
•fir
�... -
i 1 t •.
•=�... . ti
t'11 r} 1.
f.,0 T TAPER BORE NOZZLES U.S. UNITS
P.S.I.
Ps].47
Nozzle
GPM pIA.
Nozzle
'S5'
GPM pIA.
Nozzle
$'
GPM DIA.
Nozzle
.65,
GPM DIA.
Nozzle
.7' -
GPM OIA.
Nczzte
.75'
GPM 01A.
Nozzle
9-
GPM DIA
Nozzle
.85•
GPM DIA.
Nozzle
.9'
GPM DIA.
Nozzle
I.0'
GPM DIA
191,
57
202'.
68
213'
7a
M.
91
230'
103
240'
116
25W
134
256'
152
26Z
So
50
205'
6A
215'
74
225'
87
235'
100
245'
115
256'
130
26S'
150
273'
165
28a'
204
300'
60
55
215'
_
fig
227'
81
240'
96
250'
110
290'
126
Vol
143
280'
164
298'
182
295'
224
at$,
70
60
225'
75
238'
68
250'
103
253'
120
275'
138
283'
1$5
295'
177
302'
197
3W
243
338'
80
64
235'
79
148'
94
260'
110
273'
128
285'
146
295'
155
305'
109
314'
210
325'
256 ""
354'
90
68
245'
53
258'
100
270'
117
283'
135
295'
155
306'
175
315'
201
325'
223
335'
274
362'
100
72
255'
87
268.
106
280'
123
293'
143
305,
193
316'
185
325'
212
33G'
Z3S
345'
229
372'
110
76
265'
92
276'
111
290'
129
103'
150
316,
173
324'
195
335'
222
344'
247
355'
304
380'
;;A%WabW6nfyiirltlt-F_1DO i SA100. _
71-
'-.Fc;-
1. _,
1
. �'
-. �-1 >' f:_
\ :''. "':�• "i- z?YiT'w=:.iS+
D0 R ;itNG NOZZLES =`U.S. UNITSy. �, . } C1Y _, : ! v� +,'� y'a
Ring Ring Ring Ring Ring Ring
.712' .768, .912' .857" a95• 9
27'
1117P.S.1. GPM DIA. GPM DIA. GPM DIA. GPM DIA. GPM DLA GPM DIA.
50 - 74 220' 88 225' 100 230' 115 240' 129 250' 150 255'
60 81 235' 96 240' 110 245' 125 260, 141 270' 164 275'
70. 68 245' 104 250' lie 260, 135 275` 152 290, 177 295'
80 9A 255' lit 265' 127 275' 145 265' 163 300, 109 305'
90 . 99 265' 117 ', : 275' 134 265' - 154 295` 173 ; - 310' 315,
100 105 270' 124 290' 142 295' 162 305' 182 3201- - �212 325•
110 110 275' 1 130 .290' 1 149 305' 170 -- 315' 191 ' '325' - 222 MIS.
.T11e 'diameter of thmw is approximately 3% less for the 211 trajectorp angle '6% less for 18• a+h=;
. . r'f
, tr 7_l�jr'C,{��+�i.'--� : 3:r� - :. .--� i'= 7j'• " "T+ -�'', .s
5 BIG GUNS 24° 'TRAJECTORY""=�*'�s�;. "n"�"� yN 50. SERIE z
l
150 R RING NOZZLES - U.S. UNITS
A
Ring
985'
GPM DIA.
167 .260'
163 280'
198 300'
211 315'
224 325'
236 335,
14A .'."•145•
PSA.
Nozzle
.7-
GPM DIA.
Nozzle
.6'
GPM DIA.
Nozzle
.9"
GPM DIA.
Nozzle
1:0"
GPM DIA.
Nozzle y
1.1'
GPM DIA.
Nozzte
L2-
GPM -IA.
Nozzle
t3^
GPM DIA,
50
100
250'
130
'_ . '' 270'
165
290,
205
31 D'
255
.330, -
300
39,
355
.360,
60
110
255'
143
295'
152
305,
225
325'
275
345,
330
3c`'
385
380'
70
120
250'
155
- ''.'300'
197
320'
245
340'
295
- 360'
355
3501.
415
.395'
80
120
290'
165
310,
210
335'
265
355'
315
375'
300
a§z-
U5
410'
135
300'
175
7,320'
223
345'
275
365'
335
390'
US
410,
475
425'
143
310'
185
330,
2N
355'
290
375'
355
400'
A25
-,20'
-00
440,
150
320'
195
'_`IT
247
365'
11
365'
370
410'
445
430'
525
450'
120
t57
330•
204
350'
258
375'
320
395
385
420'
465
4-C'
Sz5
460'
P.S.1.
Ring
.36'
GP4
DIA.
I Ring
jl -87"
GPM
DIA.
Ring
1.08•
GPM
DIA.
{ling
7.16"
GPM
DIA,
� Ring
L26'
GPM
DIA.
Ring
1.3e-
GPM
CIA.
GPM
Ring
1,41'
DIA.
50
100
245'
130
265'
155
285'
205
300,
255
320'
300
335'
350
35o'
60
110
210,
143
28D'
102
300,
425-
315'
275
335'
330
3=0'
385
365'
70
120
270'
155-
290'
197
310,
245
330'
295
350'
355
365'
415
380'
so
128
2'"0'
165
300'
210
3204
260
340'
315
350,
380
380'
4t5
395'
90
135
290'
175
310,
223
330,
275
350'
335
37D'
405
390'
475
405,
100
t43
3c0'
185
320,
235
340'
290
360'
355
380,
425
�-01
500
415'
110
150
310' I
1,95
330'
247
350'
305
370'
370
290,
445
4:ly
525
-425'
120
157
3.5'
204
335'
258
360'
320
380'
265
400'
465
420'
5Z5
435'
-- Ina atarneier or tnrow IS VPnOxImatey 396 less for the 21'-traleclary angle - axM1 `• �;: = �:.
200 SERIES BIG GUNS -.270 TRAJECTORY"* '.
200 T TAPER BORE NOZZLES - U.S. UNITS
u
a-• r _
B00101020412
P.S.I.
Nozzle
GPM DIA.
Nozzle
GP11 DIA.
N11-le
GPM 01A.
Nozzle
1.3'
GPM DIA.
Nozzla
1.a^
GPM DIA-
1Vozzte
tS•
GPM DIA.
Nozzle
1.6"
GPM DIA.
Nozzle
1.75'
GrM DIA,
Nozzle l
1.9'
GPM DIA.
60
250
345'
285
355'
330
375'
385
390'
445
410'
515
'MI
595
445'
595
470'
625
495'
70
270
360'
31D
380'
355
395'
435
410,
480
A30'
5=5
A50'
630
465'
755
495'
890
516,
.80
290
375'
330
395'
380
4t0'
445
420'
515
450-
590
470'
675
485'
605
515'
950
535'
90
310
390'
350
410,
405
425'
475
445'
545
465'
625
485'
715
505'
855
535'
'J05
555'
IGO
325
400'
370
420,
425
440'
Soo
4SC'
575
480'
660
SW
755
520'
Soo
550'
106D
575'
110
3A0
-,to,
39C
430,
445
450,
525
470'
605
495'
69Z
515,
790
535'
245
565-
1:113
590'
120
355
420'
405
440'
465
460'
545
480'
630
505,
725
530'
025
550'
985
S80'
1160
605,
130
370
425'
425
A45'
485
465'
565
485'
655
515,
755
5A0'
860
560,
1025
590'
IV0
620'
200- R RING NOZZLES - U.S. UNITS
Ring
11.29• aG;uaq
GPM DIA.
7 ?S• Ring
(1,46" actual
GPM )
DIA-
I ..4, Ring
IPul actual)
GPM DIA.
t y' Ring
(1.66• actual)
GP1A D1A.
t sy• Ring
I7.7+ sauary
GPM DIA.
r•-
7 n Ring
(1.63" Actual)
GPM 01A.
2" Ring
9
(7.93' actual)
GPM DIA.
50
230 325'
3c0 355'
350 370'
410 390,
470 405'
535 42W
640 435'
250 340'
330 37 0'
365 390'
4a5 410'
Sty 425'
585 A.W.
695 455
270 355'
355 385'
415 405•
480 425'
555 440'
830 455'
755 475'
290 370'
380 400,
445 420'
515 440'
S90 ASS'
675 470-
805 490'
,,u
310 380'
405 415'
475 435'
545 455,
625 470'
715 485'
655 505'
IDO
325 390'
425 425'
SDO 445'
575 465'
060 480'
755 Soo
900 520'
1f0
340 AV).
445 435'
525 . 455'
605 475'
695 490'
790 510,
545 535'
120
355 41C'
465 445'
545 465'
630 465'
725 Soo,
825 520,
965 545'
130
370 415'
465 450,
565 470'
655 490'
755 505'
860 525'
1025 $50•
t - - - _• - =ter �••'••'a r�ry c-n mss rar me c•- traleciory angle, sro less for Ine 21- trajectory angle. - --
-- c'.G 3UNO cerlerrr+ance data has been obtained under ideal lest conditions and may be adversely affected by wind, poor hydraulic antranes conditions or Other lactors,
Nelson Irrigation Corporat;cn makes no fepreseniatlon regarding droplet condition, uniformity, of application rate.

0
Q6: rncim ,.:16:::.`s
i l.D in:'i ''.::::'3,62' :.:.
: ELNACII .. a . 81#1' r:s'.:
>=i ;,?.'.+I 9iRCICfilftl •::''r;. S l S ' . GUtd+:. NELSQl1 , SR 160 5NACITIG
IN LLt7 ;.
!N ?
N ozzl .'
.`Norm .
`')j T�R.:...:.sPrutY
Rotrictfan �' Feet' er Ha r
f'�! �.: u .
PR-
'
SR
c6v4D
.
aF
6 • '..103 200 ]fi0 480FS
E"OmE-.•
1%)WI UE',
...:Aa .;
. NEL50N'.
• :: AI L. • •
ALL:. ...
, i::;' :
:' "Pe i, :°.
Flnlnctlon Sp''tul Gn Melon per Hour
BELLOWS
' DfVIE= ,,:
D�VE�::.
'.Y�pei :
pRN S
; DPJVEB
; oRt s `
,: <
1G : 2Q 26 . 70 '.. ed- 60 s4: . �a 120
11. , •
�i ...
11,;.
- Rf
Ft
.,,' :':'°
i :Acreo : '
Prett 1latton Rile In'inches.-
11
19
70
19
125
174
1.7
1.0 1
0.7.
0.6
0.6
0.4
0.3
01
02
O,i
97
In
75
16 rrvn
82
128
179
3.7
1.0
0.0
0.0
0.5
0.4
0.3
0.3
0.2
0.1
103
hi
8o
0.63"
96
130
1E2
3.8
1.0
0.9
0.6
0.6
0.4
0.3
0.3
0.2
OA
101
117
46
98
131
186
3.3
1.0
0.0
0.9
0.5
OA 1
0.3
0.3
0.2
0.1
so
97
06
91
127
173
317
1.1
0.9
0.6
0,6
0.4
0.3
0.3
0.2
0.1
96
103
70
101
130
112
3.8
1.1
0.8
0.7
0.5
0.4
D.3
0.1
0.2
DJ
102
110
76
17 rrvn
104
132
195
3.0
1.1
0,6
0.1
0.6
OA
0.3
0.3
0.2
0,1
101
11t
80
0,97,
103
135
111
4.0
1.1
0.9
0.7
0.6
0.4
'0.3.
0.3
0.1
0,1
115
123
1S
111
137
192
4.0
1.1
0.0
O.T
O.a
OA
0.3 1
0.3
o.2
0.1
B4
102
64
110
131
194
3.9
1.1
0.9
0.7
0.6
0.4
0.4
0,3
0.2
0.2
101
101
70
114
134 i
19Y
3.9
1.7
0.9
0.7
0.4
OA
DA
0.3
0.1
0.2
103
14a
75
11 mrn
118
117
In
4.0
1.2
0.8
O.T
0.4
0.6
OA
0.3
0.2
0.2
115
123
10
0.71,
122
134
196
4.1
1.2
0.8
0.7
0.4
0.5
0.4
0.3
0.2
0.2
127
120
16
120
142
11!
4.2
1.2
0.9
0.7
0.6
0.9
OA
0.3
41
0.2
64
101
10
120
133
1i6
3.0
1.3
0.11
0.1
0.6
0.6
0.4
0.3
D.2
0.2
101
Iola
66
128
134
ISO
4.0
1.3
1.0
0.6
0.6
0.6
DA
0.3
0:2
0.2
109
lid
70
10 nun
179
131
`114
4.1
1.3
1.0
0.8
0.7
U
0.4
0.3
D.2
0.2
its
123
76
0.75"
134
142
199
4.2
1.1
1.0
0.6
0.7
01
OA
0.3
0.2
OZ
1U
131
4o
139
144
702
4.3
1.3
1,0
0.1
0.7
0.6
0.4
0.3
0.2
0.7
1]0
139
86
143
147
206
4A
1.4
1.0
0.1
0.7
D,6
0.4
0.3
01
0.2
101
101
60
136
127 1
192
4.0
1.4
1.0
0.8
0.7
0.6
OA
0.3
0.2
D.2
101
117
46
140
140
196
4.1
1.4
1.0
0.1
0.7
0.6 1
0.4
0.3
0.2
0.1
117
125
70
20 mm
US
143
201
4.2
1A
M
0.9
0.7
0.6
0.4
0,4
0.2
0.2
115
132
76
O.To..
161
146
205
4.3
to
1.1
0.9
0.7
0.5
0.4
0A
0.2
0.2
131
140
10
I"
1410
201
4.4
1.6
1.1
0.1
0.7
0.6
0.4
0.4
0.2
0.2
140
148
86
160
191
212
4_5
1 1.5
1.1
0.9
0.7
0,4
D.4
1 0A
0.2
1 0.2
i i 1
116
60
1162
142
199
4.2
1.6
1.1
0.9
0.8
D,0
0.5
0.4
0.3
0.2
Ila
127
65
169
1"
203
4.3
1.4
1.1
0.9
0.8
0.6
0.5
OA
0.3
0.2
121
136
70
21 nrn
166
143
207
4.4
1.6
1.7
0.9
DA
0,1
0.6
DA
0.3
0.2
136
144
76
0,13"
1TO
161
117
4.11
1.6
1.2
0.5
0.8
0.4
0.5
0.4
0.3
0.2
145
163
00
1
170
1t.4
216
4.4
1.6
1.1
1.0
0.4
0.4
0.6
4A
0.3
0.2
116
127
60
I98
145
201
4.3
1A
1.2
1,0
0.0
0.6
0.6
OA
0.3
0.2
129
136
65
22rrxn
173
142
2D0
4A
1,6
1.2
1.0
0.8
0.4
0.6
0.4
0.3
D.2
137
146
70
OAT"
180
162
212
4.0
1.7
1.2
1A
0.5
O,e
0.6
0.4
0.3
0.2
14T
I"
76
11a
15E
i 211
4A
1.7
1.3
7.0
0.8
0.6
0.6
1 OA
0.3
1 0.2
G-01 j 2
1300101020398

r
JI A
B00101020539

car
co
fD
-„
4" FL X 4., MCL ALUMINUM ADPT
4" CERAMIC BUT-IERFLY VALVE.
4' SCH 80 PVC FLANGE
4" 200 CLASS PVC PIPE
SCH 80 4X4X4 PVC TEE (SXSXS)
'JU0101020536

i
f_)
c�
o '
L.n
(j)
LD
,u
37
2" AIR RELLEF VALVE
4" FL X 4" MCL ALUMINUM ADPT
4' CERAMIC BUTTERFLY VALVE
a:
4" SCE-! 00 PVC FLANGE
2" SWEEP-flA
4 200 CLASS PVC PIPE
4x4 sch 00 PVC 90 deg elbow CSXS
4-3o-97 IG. MANNING
4x4x x sc
END ID VC RISER
B00101020537

r
a
Gallons
Per Min.
FRICTION LOSS CHARTS
FOR DIAMOND PIPE.'
IPS DIMENSION
44nch 5-inch 6-
inch 8-inch 10-Inch
FRICTION HEAD LOSS IN FEET PER HUNDRED FEET
150
1.11
160
1.26
170
1.41
180
1.57
190
1.73
200
1.90
220
2.26 .81
.34
'09
0
240
2.67 _95
40
.4
.1
.10
260
3.10 1.10
.14
280
3.56 1.26
.54
_1
300
4,04 1.43
.61
•19
320
4.56 1.62
.69
77
.21.24
340
5.10 1.82
2.02
.
.86
r 360
5.67
6.26 2.22
.95
.26
3E0
400
6.90 2.45
1.04
.28
42D
2.69
1.14
.31
440
2.92
1.25
..34
460
3.18
.1.35
37
480
3.44 .
1.46
.41
500
3.70
1.58
.43
1.89
52
550
2.22
.61
600
2'58
.71
650
2.96
.81
700
3.36
.93
750
3.78
1.04
B00
4.24
1.17
850
Table based on Hazen -Williams
4.71
1.30
900
950
equation-Cw = 150
5.21
1.44
1000
S.73 -
i .58
1% To find friction head loss in
1050
PVC pipe having a standard
1.73
1100
dimension ratio other than 21,
1.86
1150
the values in the table should
2.05
1200
be multiplied by the
2.21
2.39
1250
appropriate conversion factor
2.57
1300
(F) shown below:
2.76
1350
2.95
1400
3.16
1450
SOR FR F
3.3�
150C
21 200 PSI 1.00
26 160 PSI .91
1600
32.5 125 PSI .84
1700
41 100 PSI .765
1800
51 80 PSI .75
1900
2000
64 63 PSI .71
.10
.10
.11
.12
.14
.15
.18
.21
.24
.28
.32
.36
.40
.44
.49
.54
.59
65
70
.76
.82
.86
.95
1.01
1.08
1.15
1.30
1.45
1.62
1.79
1.97
12-Inch
.060
.083
.096
.110
.125
.141
.158
.175
.194
.213
_233
.254
.276
.298
.322
.346
.371
.397
.423
.451
.508
.568
.632
.698
.767
840
J
Loss belov, bold line indicates velocities in excess of 5 tees per second.
Velocities which exceed 5 teel per second are not recommended.
E300101020540

-r
'A
A
Diarnond ASTM D-22.41
IPS Pressure -Rated PVC Pipe
Approximate Coupler Dimensions
r
A
O.D_
C
Size
Gasket Race
Socket Depth
2
3.166
4.500
21/2
3.719
6.000
3
4,434
6.000
4
5.603
5.000
6
8.252
6.250
8
10.420
6.500
10
12.762
7-500
12
14.952
7.500
.D-2241 Pipe Dimensions
Minimum Wall Thickness
D-1285
Sire
C.D
�en.r0
v, " 840
.109
' . ' 1,050
.113
t
1.315
133
1.660
.140
t„
1 900
145
2
2.375
.154
2'.1
' 2.875
203
3
3.500
,216
4
-' 4.500
.237
5
5.563
.258
6
6.625
.280
6
8.625
.322
10
" I D.7 50
.355
i
12.750
406
SDa-1)5 SOra.21 Sop26 SOFI.325 SOa..,
315 PS, 200 AS, ,60 PSI '25 PSI 1
00 PSI
.062
060
.063
-079
090
113
137
167
214
265
316
410
511
606
064
073
091
110
135
173
214
255
332
413
490
056
058
073
088
108
138 .110
171 .136
204 .162
265 .210
331 .262
392 .311
Imond's IPS Pressure -Rated PVC; Pipe.coupler
*.aels the requirements of ASTM D 3139.
9irictutic for aYa,lanoily
Diamond
Gasket Specifications
1. Gasket configuration locks gasket in place and
prevents fishmouthing.
2_ Chevron seal for added pressure sealing ca.
pacity.
3. Compression seal - provides a seal under
vacuum.
4. Wiper beads to clean spigot end.
Diamond ASTM D2241
IPS Pressure -Rated PVC Pipe
Rieber Gasketed Joint Dimensions
I) tuAI O.u.I
T3
_T
A 1 �, aUl. I,a, E_ o.o
F.eee, GafErt
Piro
A
G
D
Size
Insert
S0Cke1
Di fnetrr
3'
3
4 1.-2
3 E /S
-
5 114
4 7116
-
a Ill
5 112
5 11_
6-
5
6
7 13116
9 -
5 1172
6 7/8
10 118
to-
5 314
7 1!'_
1'2 11_
1,2-
6
8 114
14 11116
Short Corm
Specification for Di.imond
PVC IrriaaIion Title
ASTM-D224I-SDR41,32.5,26,or2i
Diamond PVC Irrigation Pipe shall be nudc of
compounds conrornling ur ASTM D1794 with a
cell classification or 1245413. Diamond PVC
Irrigation Pipe must Inca all the dimensional.
chemical. and physical Icquiremcnts as outlined
in ASTM D2241.-Annc.%. ANSIMSAF S376.1.
and SCS 430-DD, and will be supplied Ill 20 rnul
laying Itnbths.
B00101020541

SPECIFICATIONS DATA
Diamond IFS pressure -rated PVC pipe (2-
through 12") is made of compounds confori-ring
to material requirements of ASTM D224 i in
accordance with ASTM 01784. The pipe sizes
(4" through 12") are made with an integral
bell w1hich utilizes a gasket for sealing in
accordance with the requirements of ASTM
F477 Integral sockets..for solvent cementing
-leet the requirements set lorlh in ASTM
2672
Diamond IPS pressure -rated PVC pipe meets all
the dimensional. chemical. and pnysical
requirements 25 outlined to ASTM D2241
Each male end shall be beveled to laciluaie
joining and reference marked for
proper depth of insenion Diamond iurnisheo
lubricant is to be used in the yoining process
Diamond IPS pressure -rated pipe is supplied to
20-foot, lengths
PROPERTIES OF PVC 12454.6 (1120)
Property
ASTh4
Minimum
Test
Specific Gravity
0 792
1 40
Tensile Strenglh• psi
D 635
7.000
Tensile Modulus. psi
D 63E
400.000
IZOD Impact Strength.
D 256
65
it . lb /in,
AS7 M TEST
_J 00o Sullunc Acid. D 5=3
Days Flotation at
or - 2° C
Change ,n We,cn1 = o
Change in Flex Strength. L:o
',S1 M Oil No 3. 30 Dr
Time, 5,on at 230 C
Change ,n We,gnt Or,
- 0 1 + 50
25 0 to 5 0
.• 1 0 10 1 0
9�
i9
C,,,ve 1l1adlk E300101020542
„t 1'1pe

INSTALLATION
Diamond Agricultural PVC Pipe should be assembled and
installed with uniform and continuous support from a firm
base in accordance with the installation procedures provided
in ASTM D2321, and the Installation Guide for PVC Water
Pipe (a "pocket -sized" edition is available from your
representative or from Diamond Plastics Corporadon.)
Embedment materials are to be in accordance with soil
classifications listed under Unified Soil Classification
System, ASTM D2487.and ASTM D2488.
Te assemble, clean mating surfaces of the bell, spigot, and
gasket. Apply gasket lubricant (furnished by Diamond
Plastics Corporation) to the entire spigot end up to the
reference mark. Also, apply lubricant to the contact surface
Of the gasket.
With the pipe in straight alignment, push the spigot into
the bell up to the insertion line. If a pry bar is used to
apply force, the pipe should be protected by placing a board
between the bar and the pipe.
If normal force does not complete the joint, disassemble the
joint and examine the parts to make ce,Zian they are free of
Obstructions- Visually inspect the completed joint to insure
;asket has not been dislodged.
Table 5.
APPROXIMATE GUIDE FOR ESTIMATED RANGE OF DEGREE
OF COtitPAGTtON VERSUS EMBEDMENT CLASS AND AIETIIOD
OF PLACEMENT AS PERCENT OF STANDARD PROCTOR
DENSITY OR RELATIVE DENSITY'
FOR GRASULAR MATERIALS IN PARENTIIESIS11
CLASS OF EMBEDMENT �
I
11
ill
I V
M.•.1rladrlma
MATERIAL OESCRLrnaO
Gc du
S.1a y..! Gra•a
JA;.d.Cr.ai.
Fine coo
Mr^^„
Soils - C43A
Sdts
SaM
c11,.1A. note
9-12
9tS
6J0
lim. i d d r. ,ZM
I
S&I Cc.,wldl.'o. F11co_j I
%.( Aoelor (a Rcl. r 3 Dertliq Role
Cf1f1 ley P.-*+—K, �
95•IOO
95.1co
91-103
9a 100
v rv..mer
(75-100]
,TQ 1005
tttttt
D"'1 bT;, �_bk I
YQ95
rLLVS
Ia VS
)5.90
.0.-1 f1
Ifla73)
Ita1Z5
Ca,..d,SJ.c by wwaw+
v495
M93
lG0-%31
1 to mil
I6t0
(.()-6U1
IIy.S umP
1t1 to
L41U
1015
1511 W)
CU do
10Ill
Its IYS
fl115
oa 601
150 601
H, avc ar.1..i, ., r..k ..l r-, --
Table 4. arscR(rTION OF l:FIY h:OFP:rrY FIATERSAL CLASSIFICeI'Ipr:S
51A
SOIL sal[. 0rcctimax of
cl.A%s TYrf 34ATr.IAL CLA51111VATIO\
C7u, 1 I.Lh- MrwrK.wd .wt.l.r. t,r.Ar r... 4L to r I IA :KM. It .. 1a —1
t�
fld^j w,.e.4h L.iy ,e1•---• 1:trr. rrr w+R u m.,.J1.-ktrt
ir.0 S+.nFd 1L•4 .Jn, CSs. IS L:+.•• Cw W,11- Wd t•,.c4 ..I p..rL.,rts.;—m 6.1. r .. r ,. UK ...mr..r
e.,r.c hK1:..r.:r.1 .. N.. k ,:-e. FL.. 1F.. kia ro.,.:J ... llw.:l[1 ,:�•r.
Ck...
Cr P—iy [r. d 1....4 ..4 ,r..e1.rJ Q__ &.k w .. rw.- wrt - __A
_r_.i-. ,e.• •.rw.I.4_M_Y... 05%,e...-1r .r N.. 4a.w•r.
CIr
s"' Li.k r .. fw.. F4.r .u.. R . ,J r....:
f..+r ,-.r, h4 1 ,i-.e. Wr, i.. c5% "...4 - I,.. X" ....r. Ilr,.
Sr f'r+rlr pdrJ ..d..d ,r,.reT ,..da. I..k r. - I- IL".,... NA .J a1.r1•
a K,+. r..r. M.. 1 .r• W., L%m k}l mA~J - 0I.:1„ •.-r. CL Im
CI... III S.J.••• CJJ sibs t•'rrt,. [•.•el..a,J ..i w.,..rr.. xre ..-.r.f.vr.cR�.•r,n,...J-
H.. L .;r .
t✓= [Tarr! tr..rl.. 1..•.1.-1.4r wi•w.r. k1Cr-.r J....�.�.«r ,..�,vJ
SLL UbT..w.. ....I.,:R �..a,... vl..t .I.u. yrt rl .....-/,ter.. ,.....•. rr 1..-.
i< LI.TrT .rwr-r.r.l<I.rd ...r• M..rJ V•t.I ....w R... p.._. N.
.r.r. Mir 0. yrK " 4. 4N. %a, -ter
l.w L.rt dw, art r. n.J.-...L (L... .Lr ...l,..r I ...... L.,.J Ir..
No w.r
rlr.. +,. ,. r•AI_ .1,!. . 1. ,1... .1.T.
Li1pd.... 51ft .•
MII I...,..:
11K . s r..r•,(.. ?.• •=-r
..r• ,1..u, M... 51a ..r•r.
CI,.. IT
<7-
el SIK . wvr ,..r,r, n:,
cli I7.[.r:t [I.11 wf ..r Ji.�w .. 60 /1. ., LwJ 1r ,....n ..w 4r4 %I% •.
r
rr t rr.L n..rt .nJ .J.r. ki,ul ..,..K rl.- •
S..R uc .. s fwr+ i AYitl U iIi 1, ..[rP Lr f 1.,. ! r..a•.l .A. L r J,d....l .. ArTLI Il :1;1
ASTM Ll I411. L.. M. 5%r... N.
-• • I. ; �rLKr -�'"A ASTFt u :I A7.'..:F . 54 w ,5•. ry..w, S.- }v .. iA ..
.1CL
d.a •fi u.n au u...c cR"rrr.iak ,..,11 i . ,J cu., lit
The haunching area is most irrrportant to the support of
PVC pipe. For good support, the hounchinb area should be
compacted to the densities Qiven in the Long Term
Deflection Chart.
Figure 2.
I.- LAI
mr,la,J, ul .��,.�„al.�nr .y. .. C•If[•r rw rl...r. ..f v.lr lwr ..lik . ..r...LJ ... I.1...J.' [-.1>r r y.lY,
a h.•.... •..e Lr h..,..,, a i.J Jr 1.,...r,a, d.,.W Iw a ., �y+J ri rnp.vr• 1...f:n4
T �I
BOOJO1020543

E
LOSS
IN
POLYETHYLENE
HOSE
FRICTION
PER !00 FEET POLYETHELIHE
1RRI6ATIl7H N05E UATE0
P.S.I. 1"RICTIUR
L855
135
125
120
110
Q0
3
82
2.7
75
2.5
63
2.1
50
1.b0
0.4.
IN5.
I.D. 1{
4.5
4.1
4.0
3.7
_
_-
-_
--
^-
_
_ -�
1.1
GAL/ 10
-'
_
--
--
2.3
--
4.0
30
--
_-
--
__
--
-"
2.1
6.0
0--
50
- '
" -
- -_
__
__
- -
--
- -
1.2
2.9
B.4
60
- -
' -
- -
_
_ _
_ _
1.0
1.6
3.9
4.9
11.2
14.4
70
- -
_ _
1.3
2.0
BO
- '
-
_- _-
_
_ _
1.6
2.5
6.1
- -
40
- -
`
- r
_
_
!.1
1.9
3.0
7.5
100
110
- -
_
`
-_ _
- -
1.3
2.3
2.7
3.6
4.2'
10.5'
-
_ _
1.6
-
120
- -
r
_ _
0.7
1.8
3.1
4.3
130
�_
0.8
2.1
3.6
5.6
l40
' -
�_
_ _
0.9
2.4
4.1
6.4
-
- -
150
- -
1.0
2.7
4.6
7.2-
_-
160
- "
-
_ _
1.2
3.0
5.2
0.1
_ -
170
- -
_
0.9
1.3
3.4
5.7
B.5
180
- -
_
1.a
1.4
3.7
6.3
9.9
- -
140
200
--
0.3
1.1
1.2
1.6
1.7
4.1
4.5
1.0
7.6
--
-'
-
210
- -
0.9
1.0
1.3
l.9
4.9
8.3220
- -
1.1
1.4
2.4
5.3
7,0
- -
230
24a
- -
- -
!.2
1.5
2.2
5.7
q.8
- -
- -
250
0.9
1.3
1.6
1.7
2.4
2.6
6.2
6.6
- -
- --
260
270
1.0
1.0
1.4
1.5
1.7
2.9
7.1-
- -
- -
- -
- -
280
1.1
1.6
1.7
2.0
2.1
3.0
3.2
7.6-
8.1-
290
300
1.2
1.2
•1.B
2.2
3.4
6.6-
310
1.3
1.7
2.0
2.4
2.5
3.6
3.8
9.2-
9.7-
320
330
1.4
1.5
2.2
2.7
4.0
- --
340
1.6
2.3
2.0
4.2
- --
350
1.7
2.4
3.01
4.5
- --
360
1.7
2.5
3.2
4.7
- --
370
1.8
2.7
3.3
4.9
- -380
1.9
2.6
3.5
5.2-
390
2.0
7.9
3.7
5.5
00
7.1
3.1
3.8
5.7-
420
2.3
3.4
4.2
6.3-
40
2.5
3.7
4.6
6.6-
460
2.7
4.0
5.0
7.4--
480
3.0
4.3
5.4
B.0
-
- -
- -
- -
- -
500
3.2
4.6
5.8
- -
- -
40
1.30
0.7
3.1
6.6
11.2
16.5
800101020544

0
FRICTT.ON.LOSS. IN ALUMINUM PVC PIPE
....
P.S.I.
FRICTIOX WSS PER 100 I'M
ALUMIlIUtS IRRI1
i7i�}f P.IP Y! C(HIPLIRS
Ixs. I.O.
2
SAL]. 10
0.1
1SIK. 20
0.5
0.1
-
30
1.1
0.2
- -
- -
-
40
!.4
0.3-
50
2,4
0.4
0.1
--
--
'-
0
4.1
0.6
0.1
- -
- -
- -
10
5.4
0,8
0.2
0.1
- -
- -
M
- -
1.o
0.2
0.1
- -
40
- -
1.2
0,3
0.1-
-
10
- -
1.5
0.4_-
0.1
-
110
- -
1.7
0.4.
0.1
0.1.
-
120
- -
2.0
0.5
0.2
0.1
- -
130
- -
2.4
o.b
0.2
0.1
-
10
- -
2.7
0.7
0.2
0.1
-
150
- -
3.1
0.8
0.1
0.1
--
1b0
- -
3.5
0.7
0.3
0.1
- -
170
- -
3.4
1.0
0.3
0.1
' -
180
- -
4.3
1.1
0.4
0.1
- -
lg0
- -
4.8
1.2
0.4
0.2
- -
N-)
- -
5.3
1.3
0.4
0.2
- -
210
- -
- -
1.4
0.5
0.2
2,70
- -
- -
1.5
0.5
0.2
0.1
230
- -
- -
€.7
0.6
0.2
0-I
240
--
--
E.8
0.6
0.3
a.l
2.0
0.7
0.3
0.1
250
- -
- -
2.1
0.7
0.3
0.1
270
- -
- -
12.3
o,8
0.3
0.1
2u
_ -
- _
2.4
0.8
0.3
0.1
250.
- -
- - .
2.6
. 0.9
0. 4
0.1
30
_ _
_ =
2.7
0.4
0.4
0.1
310
- -
- -
L 9
1.0
0.4
0.1
320
- -
- -
3.1
1.0
0.4
0.1
330
_ _
_ _
3.3
1.1
0.5
0.1
340
_ _
- -
3.5
1.2
0.5
0.1
3zo
- -
- -
3.�
1.2
0.5
4.1
3a
- -
- -
3.8
1.3
0.5
0.1
370
- .
- -
4.0--
1.4
0.6
0.1
380
- -
- -
4.2
1.4
0.6
0.1
370
- _
- -
4.5
1.5
0.6
0.2
400
- -
- -
4.7
1.6 -
0.6
0.2
420
- -
- -
5,1
1.7-
0.7
0.2
- -
- -
. - -
1.7
0.8
0.2
-
- -
2.0
0.0
0.2
460
-
- -
- -
2.2
0.4
0.2
480
- -
- -
- -
2.4
1.0
0.2
500
- -.
- -
P.S.I.
FRILTIOX L055 PER 100 FEET
pyC IRRIGATION PIPE
Ills. .I.O..
Z
3
{
5
.6
8
SITU, 10_-
l1IX. 20
0.'4
0.1
30
0.8
0.1
40
1.4
0.2
50
2.1
0.3
0.1
- -
- -
-
60
2.4
0.4
0.1
- -
- -
-
70
3.9
0.5
0.1
60
5.o
0.7
0.2
0.1
- -
- -
4o
- -
0.4
0.2
0.1
100
- -
1.0
0.3
0.1
110
- -
1.2
013
O'l
- -
120
- -
1.5
0.4
0.1
' -
-
13.0
- -
1.7
0.4
0.1
0.1
-
140
- -
1.4
0.5
0.2
0.1
_
150
- -
2.2
o.5
0.2
0.1
-
160
- -
2.5
0.6
0.2
0.1
_
170
- -
2.8
0.7
0.2
0.1
- _
180
- -
3,1
0.8
0.3
0.1
-
140
- -
3.4
0.6
0.3
0.1
-_
200
- -
3.7
0.7
0.3
0;1
- -
210
- -
4.1
1.0
0.3
0.1
-
L0
- -.
4.5
1.1
o.4.
-0.2
- -
TA
- -
4.4
" 1.2
o.4
0.2
-
240
- -
5.3
1.3
0.4
0.2
250
--
--,
1.4
0.5
0.2
- -
2bO
--
--
1.5
0.5
0.2
0.1
270
- -
- -
1.6
o.5
0.2
0.1
2p
_ _
- -
1.7
0.6
0.2
0--€ .
1.8 ,
0.6
0,3
0.1
- -
2.0
0.7
0.3
0.1
30o
_ _
- -
2.1
0.7
0.3
0.1
310
- -
- -
2.2
0.7
0.3
0.1
3.20
- -
2:3-
0.0
0.3
0.1
- -
2.5
0.8
0,3
0.1
340
- -
- -
2.6,
0.4
0.4
0.1
350
_ _
--
fl7r-
0.4
0.4
0.1
3bo
--
--
2.4
1.0
0.4
0.1
370
-_
- -
3.0
1.0
0.4
0.1
380
- -
- -
3.2
1.1
340
- -
- -
3.3
I.1
0.5
0.1
_
- -
3.6
1.2
420
- -
_ -
4.0
1.3
0.6
0.1
414 0
_ _
4.3
1.5
0.6
0.1
4.7
1.6
0.6
0.2
- -
5.0
1.7
0.7
0.2
Soo,
_ _
B00101020545

be fabricated in almost any configuration. Some epoxy coated fittings
include stacks and hydrants as an integral part of the fitting.
Occasionally it may be necessary to connect PVC plastic pipe to steel
or CA pipe. This connection can be made with a coupling called a
transition or repair coupling. In -line valves can be supplied with
connections to gasket pipe.
Thrust blocking is required for gasket pipe. Most thrust blocks
will be concrete.. Manufacturers recommended thrust blocks at any
change in direction greater than 100. Figure 1,gives an example of
different arrangements for thrust blocks.
0
Figure 1
t
r
frampie of different arrangements for thrust blocks.
-5-
E300101020546

N
figure 2. Anchorage blocks for in -line valves.
Table 1 is the forces encountered at end plugs. to calculate
forces encountered at bends, tees and ►ryes, multiply the figure in
Table 1 by the factors given in Table 2.
Table 1. Thrust W at End Plugs
Thrust in lbs. for test pressure in psi
Pipe bi.ameter 100 PSI
inches
150 PSI
200' PSI
-
250 PSI
1z 295
440
590
740
2 455
680
910
1140
211 660
990
132'0
1650
3 985
1480
1970
2460
4 1820
2720
3630
4540
6 3740
5600
7460
9350
8 6490—
9740
13,000
16,200
10 10,650
16,000
21,300
26,600
12 15,150
22,700
30,200
37,800
14 20,600
30,800
41,100
51,400
16- 26,600
39,800
-53,100
66,400
6
It B00101020547
i

Y67, )s
Table 2. .-Factors .for Calculating Thrust W for
L El bows and: Tees .
Elbows: 9fl0 1.4111�-- Tees = 0.70 L
is
60° 1.00..
45° = 0.7b
30° 0.52
0 �'0.39
Table 3 gives the safe bearing' load for different soil types.
Table 3. Safe Bearing Load
Soil
Mulch, peat and similar
Soft Clay
Sand
Sand and gravel
Sand and gravel cemented
with clay
Hard shale
lb/ft2
0
1000 0 z U
2000
3000
4 000
10,000
Thrust block area(ft2} -_ W _ Thrust (Table I & Table 2)
oi I 6earing strength (Table 31
In placing concrete thrust blocks, check with the manufacturer of the
pipe being used to ensure that the correct size thrust blocks are
being used.
There are a number of machines that can be used to prepare the
trench for PVC plastic pipe. Soil types, moisture content, depth of
trench required and type and diameter of pipe must be considered.
Generally chain trenches, wheel trenches,-backhoes, or vibrating plows
will be used for trench preparation. The vibrating plow can only be
used for solvent weld PVC pipe and generally is limited to the smaller
diameter of pipe. Under most conditions the chain, trencher or wheel
trencher will be faster than the backhoe. Where wide trenches for large
pipe are required, the backhoe will be most satisfactory. if soil
conditions permit, long stretches of open trench will expedite pipe
installation. However, if rain is forecast the pipe should be installed
and the trench backfilled. To avoid sharp turns in the line at obstructions,
trenches should be curved within limits of curvature of the pipe.
,
7 ..
B00101020548

�-j''Ctass �4G
1
w - 9

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.,
Billy Ray Daughtry
3D Farm TDM #16
1960 Roanoke Rd
Clinton NC 28328
Dear Billy Ray Daughtry:
RC'� 4 ffl�N;WA •
wA
OF 0 7 1998
FAY =7l EVILLE
Director IEG. CFRCI~
October 2, 1998
- Y
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL REs013Rc:—
Subject: Certificate of Coverage No. AWS820210
3D Farm TDM #16
Swine Waste Collection, Treatment,
Storage and Application System
Sampson County
In accordance with your application received on July 21, 1998, we are forwarding this Certificate
of Coverage (COC) issued to Billy Ray Daughtry, 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 3D Farm TDM #16, located in Sampson County, with an
animal capacity of no greater than 2880 Feeder to Finish and the application to land as specified- in the
Certified Animal Waste Management Plan (CAWMP).
The COC shall be effective from the date of issuance until April 30, 2003. Pursuant to this COC,
you are authorized and required to operate the system in conformity with the conditions and limitations
as specified in the General Permit, the facility's CAWMP, and this COC, with no discharge of wastes to
surface waters_ An adequate system for collecting and maintaining the required monitoring data and
operational information must be established for this farm. Any increase in waste production greater than
the certified design capacity or increase in number of stocked animals above the number authorized by
this COC will require a modification to the CAWMP and this COC and shall be completed prior to
actual increase in either wastewater flow or number of animals.
Please be advised that any violation of the terms and conditions specified in this COC, the General
Permit or the CAWMP may result in the revocation of this COC, or penalties in accordance with NCGS
143-215.6A through 143-215.6C including civil penalties, criminal penalties, and injunctive relief.
Upon notification by the Division of this COC's expiration, you shall apply for its renewal. This
request shall be made within 30 days of notification by the Division.
This COC is not automatically transferable. A name/ownership change application must be
submitted to the DWQ prior to a name change or change in ownership.
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
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 AWS820210
3D Farm TDM 916
Page 2
information on this process. Unless such a request is made within 30 days, this COC shall be final and
binding.
The subject farm is located in the Fayetteville Regional Office. The Regional Office Water
Quality Staff may be reached at [phone]. If you need additional information concerning this
COC or the General Permit, please contact J R Joshi at [phone] ext. 363.
Sincerely,
A. Preston. Howard, Jr., P.E.
cc: (Certificate of Coverage only for all cc's)
Sampson County Health Department
Fayetteville Regional Office, Water Quality Section
Sampson County Soil and Water Conservation District
Permit File -Central Files
Permit File-NDPU

State of North Carolina oft
Department of Environment and Natural Resources �+Q
Division of Water Quality IN, Ec ,
Non -Discharge Permit Application Form V'fi���`f'y
(THIS FORM MA Y BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
General Permit - Existing Liquid Animal Waste Operifion`s1 1998
The following questions have been completed utilizing information on file with -the Division. Please
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. GENERAL INFORMATION:
1.1 Facility Name: 3D Farm TDM #16
1.2 Print Land Owner's name: Billy Ray Daughyy
1.3 Mailing address: 1960 Roanoke Rd
City, State: Clinton NC
Telephone Number (include area code): 567-6984
Zip: 28328
1.4 County where facility is located: Sampson
1.5 Facility Location (Directions from nearest major highway. Please include SR numbers for state roads. Please include a
copy of a county road map with the location of the farm identified): SR 1636 - 3 miles south off Rt. 13 at Westbrook
Commun
1.6 Print Farm Manager's name (if different from Land Owner):
1.7 Lessee's / Integrator's name (if applicable; please circle which type is listed): TDM Farms, Inc-
1.8 Date Facility Originally Began Operation: ��a!�l 3
1.9 Date(s) of Facility Expansion(s) (if applicable):
2. OPERATION INFORMATION:
2.1 Facility No.: —82` (county number); �210 (facility number).
2.2 Operation Description: Swine operation
Feeder to Finish
2880- Certified Design Capacity
Is the above information 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 the waste management structures were designed.
Type of Swine No. of Animals Type of Poultry No. of Animals Type of Cattle No. of Animals
Wean to Feeder Layer Dairy
Feeder to Finish Non -Layer Beef
Farrow to Wean (# sow) "turkey
Farrow to Feeder (# sow)
Farrow to Finish (# sow)
Other Type of Livestock on the farm: No. of Animals:
FORM: AWO-G-E 5/28/98 Page 1 of 4 82 - 210

3.
2.3 Acreage cleared and available for application (excluding all required buffers and areas not covered by the application
system): 17.50 ; Required Acreage (as listed in the AWMP): 16A
2.4 Number of lagoons/ storage ponds (circle which is applicable):
2.5 Are subsurface drains present within 100' of any of the application fields? YES or NO (please circle one)
2.6 Are subsurface drains present in the vicinity or under the lagoon(s)? YES or N (please circle one)
2.7 Does this facility meet all applicable siting requirements? (Swine Farm Siting Act, NRCS Standards, etc.) (Swine Only)
YES or NO (please circle one)
What was the date that this facility's swine houses and lagoon were sited? 3
What was the date that this facility's land application areas were sited? 31a4 / 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.
3.1 One completed and signed original and one copy of the application for General Permit - Animal
Waste Operations;
3.2 Two copies of a general location map indicating the location of the animal waste facilities and
field locations where animal waste is land applied;
3.3 Two copies of the entire Certified Animal Waste Management Plan (CAWMP). If the facility
does not have a CAWMP, it must be completed prior to submittal of a general permit
application for animal waste operations.
The CAWMP roust 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.
33.5 The crops grown on every land application field.
3.3.6 The Realistic Yield Expectation (RYE) for every crop shown in the WUP.
3.3.7 The PAN applied to every land application field.
3.3.8 The waste application windows for every crop utilized in the WUP.
3.3.9 The required NRCS Standard specifications.
3.3.10 A site schematic.
3.3.11 Emergency Action Plan.
3.3.12 Insect Control Checklist with chosen best management practices noted.
3.3.13 Odor Control Checklist with chosen best management practices noted.
3.3.14 Mortality Control Checklist with the selected method noted.
3.3.15 Lagoon/storage pond capacity documentation (design, calculations, etc.). Please be
sure to include any site evaluations, wetland determinations, or hazard classifications
that may be applicable to your facility.
3.3.16 Operation and Maintenance Plan.
If your CAWMP includes any components not shown on this list, please include the
additional components with your submittal.
Applicants Initials
v
on &-#4fA
FORM: AWO-G-E 5/28/98 Page 2 of 4 82 - 210

Facility Number: 82 - 210
FacilityName: 3D Farm TDM #16
4. APPLICANT'S CERTIFICATION:
fJUL 2 1 i993
Ner - .
(Land Owner's name listed in question:,L2),,attest that
this application for ynLN' (Facility name listed in question 1.1)
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of this
application are not completed and that if all required supporting information and attachments are not included, this application
package wMrm complete Signature Date5. MACERTIF CATIO : (complete only if different from the Land Owner)
I, (Manager's name listed in question 1.6), attest that this
application for (Facility name listed in question 1.1)
has been reviewed by me and is accurate and complete to the best ofrny knowledge. 1 understand that if all required parts of this
application are not completed and that if all required supporting information and attachments are not included, this application
package will be returned as incomplete.
Signature
Date
THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING INFORMATION AND MATERIALS,
SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DIVISION OF WATER QUALITY
WATER QUALITY SECTION
NON -DISCHARGE PERMITTING UNIT
POST OFFICE BOX 29535
RALEIGH, NORTH CAROLINA 27626-0535
TELEPHONE NUMBER: [phone]
FAX NUMBER: [phone]
FORM: AWO-G-E 5/28/98 Page 3 of 4 82 - 210

DIVISION OF WATER QUALITY REGIONAL OFFICES (1/")
Asheville Regional WQ supervisor
59 Woodfin Place
Asheville, NC 29M I
[phone]
Fax [phone]
Avery Maoon
Buncombe Madison
Burke
McDowell
Caldwell
Mitchell'.
C2ter-
Polk..
COY
RU i=frscl
Graham
Swain
Haywood
Transylvania
Henderson
Yancey
Jackson
Fayetteville Regional WQ Supervism
Wachovia Building, Suite 714
Fayetteville, NC 28301
[phone]
Fax (910) 48"707
Washington Regional WQ Supervisor
943 Washington Square Mall
Washington, NC 27889
(919) 946-W I
Fax [phone]
Beaufort Jones
Batie LeMOlr
Chow=
Pamlico
Craver,
Pasquotanle
.' a stuck
ca dli.�
Dare
Pitt. .
Gates
'Dell
Greene
Washington
Hertford
Wayne
Hyde
Mooresville Regional WQ Supervisor
919 North Main Street
Mooresville, NC 28115
[phone]
Fax [phone]
Raleigh Regional WQ Supervisor
38W Barr ztt Dr.
Raleigh, NC 27611
(919) 5714700
Fax [phone]
Chatham Nash
Durham Northampton
Edgecombe Orange
Franklin - Pierson
Granville Vance
�,..,_f_, Wake
Johnston Warren
Lee Wilson
Wilmington Region. WQ Sqpavisor
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
[phone]
Fax [phone]
Anson Moore Alexander Lincoln Brunswick New Hanover
Blades Richmond Cabmius Mecklenburg Carteret onslow
Cumberland Robeson Catawba Rowan Columbus Pender
Harmer Sampson Cleveland Stanly Duplin
Hoke Scotland Gaston Union
Montgomery hrdell
Winston-Salem Regional WQ Supavisor
585 Wanahtown Street.
Winston-Salem NC 27107
[phone]
Fax [phone]
Alamance Rockingham
Alleghany Randolph
Ashe
Stokes
Caswell
Surry
Davidson
Watauga
Davie
Wilkes
Forsyth
Yadkin
Guilford
a .
FORM: AWO-GE 5/28198 Page 4 of 4

ANIlViAL WASTE MANAGEMENT PLAN CERTIFICATION FOR EMS"TING FEEDLOTS
Please return the completed form to the Division of Environmental Management at the address on the
reverse side of this form.
Name of farm (Please print)
Mailing Address:_ I b o ,LiAIokf, L C_ 2, fy, X AC
-- - Phone No.: 1116 —
County (of arm):. a /,p s Qry
Farm location: Latitude and Longitude: 2 8 ?L_ S ! 0 L (required): Also, iplease attach a
copy of a county road map with location identified.
Type of operation (swine, layer, dairy, etc.) : In -I /A) ,Q
Design capacity (number of animals) . I.WL
Average size of operation (12 month population avg.): !�
Average acreage needed for land application of waste (acres) :
Technical Specialist Certification
As a technical specialist designated by the North Carolina Soil and Water Conservation Commission pursuant
to I5A NCAC 6F .0005, I certify that the existing animal waste management system for the farm named
above has an animal waste ;management plan that meets the operation and maintenance standards and
spe: ifications of the Division of Environmental Management and the USDA - Soil Conservation` Service
and/or the North Carolina Soil and Water Conservation Commission pursuant to 15A NCAC 2H.0217 and
15A NCAC 6F .0001 - .0005. The €ollowing elements and their corresponding minimum criteria Have been
verified by me or other designated technical specialists and are included in the plan as applicable: ,minimum
separations (buffers); adequate quantity and amount of land for waste utilization (or use of third party);
access or ownership of proper waste application equipment; schedule for timing of applications; application
rates; loading rates; and the control of the discharge of pollutants from stormwater runoff events less severe
than the 25 - year, 24 - hour storm.
When checked, see reverse side of form for conditions/exceptions.
Name of Technical
Affiliation (Agency):
Address (Agency):
Signature:
Specialist
Owneri7vianager Agreement '
I (we) understand the operation and maintenance proc°dures established in the approved animal waste
management plan for the farm named above and will implement these Procedures. I (we) irnow that any
expansion to the existing design capacity of the waste treatment and storage system or construction of new
facilities wHI require a new certification to be .�sbmitted to the Division of Environmental'�lanagPment
before the new animals are stocked. I (we) also understand that there must be no discharge of animal waste
from this system to surface wate.s of the state either directly through a man-made conveyance or through
runoff from a storm event less severe that the 25-year, 24-hour storm. The approved plan will be filed at the
farm and at the office of :he local Soil and Water Conservation District.
Name of Land 9w Per ease PPA
Signature: Date:'—
Dame of Nhnagef, i;'dtfferefif fronjMwner (Please print):
Signature: Date:
Ote! A ch'ar.ge in "..Lnd o.vrxrship r_c;si= notification or a n_,x ecr:,fi.:a6on (:1 _he approved plan is char.gcd) xjL,�:n 60 ;acs of a title tr3nsfc'.
DEM USE ONLY: ACE#

4
SAMPSON COUNTYIlly
NORTH CAROLINA
_ PRt FARED iY THE
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION .'m
DIVISION OF HIGHWAYS —PUNNING AND RESEARCH
BRANCH / In
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WASTE MANAGEMENT SYSTEM 72 a qy
FOR
BILLY RAY DAUGHTRY
NEWTON GROVE, NC
TABLE OF CONTENTS
1 Cover Letter
2 Soils Map
3 Conservation Plan Map
4 SCS—ENG-538 (Soil Investigation)
5 NC—ENG-34 Hazard Classification
6 Lagoon Design Data
7 Waste Utilization Plan
8 Seeding Specifications
9 NC—ENG-12 (Excavation)
10 NC--ENG-12 (Embankment)
11 NC—ENG-12 (Pad)
12 NC—ENG-40 (Plan of Excavation Waste Storage Lagoon)
13 Typical View of A One —Stage Lagoon
14 Operation and Maintenance Plan
15 Specifications for Construction of Waste Treatment Lagoons
16 Topographical Map W/Lagoon & Houses
17 Cross —Sections of Lagoon & Pad

..�.�,.r�.�— I - — I ,-.__ 1-01VaILL ZJ Ifni L.J
303-D EAST ROWAN STREET DEPARTMENT OF
PHONE [phone] AGRICULTURE
---------------------------------------------------------------
OPERATOR:
BILLY RAY DAUGHTRY
Please review the attached plan and specifications carefully.
Retain this plan for your use and records. It is strongly
recommended that you, your contractor and the Soil Conservation
Service personnel are in agreement as to how the waste lagoon
is to be constructed. SCS personnel will meet with all
concerned parties and walk over the site to explain all flags
and markings. It is important that everyone understands what is
expected so that final construction meets plans and
spec i f i cations and the job can be cert i f i ed for payment ( i f ACP
cost -share is involved).
The pad dimensions and grades are the best estimate. The
builder or contractor is responsible for final layout and
design of the pads. SCS personnel will assist in a limited
capacity, as its major concern is the proper design and
construction of the waste treatment lagoon.
The actual amount of material required for pads and dam may
vary from the estimates. The design will attempt to balance
cuts and fills as close as possible. If additional material is
required after construction is complete on the lagoon, the
contractor and owner will negotiate on the price and location
of the borrow area.
It should be noted that certification of the lagoon will depend
upon all specifications being met. Import s include
length, width, depth, slopes, topsoil placement, correct
elevations (top, bottom, discharge pipes), and seeding.
ARE CULTURAL
RESOURCES
EVIDENT?
YES
NO ✓
DESIGN REQUIREMENT:
564,597
cu.ft
=20,911
cu.yds.
ESTIMATE
OF
EXCAVATION:
454,727
cu.ft
=16,842
cu.yds.
ESTIMATE
OF
PAD:
355,017
cu.ft
=13,149
cu.yds.
ESTIMATE
OF
DIKE:
47,466
cu.ft
=1,758
cu.yds.
ESTIMATE
OF
MATERIAL FOR SANDY -CLAY
LINER:
- 0
cu.yds
ESTIMATE
OF
TOPSOIL REQUIRED:
= 390
cu.yds.
Ratio
1.1 1
---
Total Excavation
=17,232
cu.yds.
Job Class III
Designed By HERMAN RIGGS 5/29/92
------------------
Date
Design Approval- _--^-- 51Z4t4'Z

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U. S. Department of Agriculture
Soil Conservation Service
HAZARD CLASSIFICATION DATA SHEET FOR DAMS
Landowner BILLY RAY DAUGHTRY County
Community or Group No.
NC-ENG-34
September 1980
File Code: 210
tAMPSON
Conservation Plan No.
Estimated Depth of Water to Top of Dam Ft. Length of Flood Pool Ft.
Date of Field Hazard Investigation 5/26/92
Evaluation by reach of flood plain downstream to the point of estimated minor effect
from sudden dam failure.
Est. Elev.:Est. Elevation
Kind of :Improvements: of Breach
Reach: Length: Width: Slope: Land Use Improvements : Above :Floodwater Above
Flood Plain: Flood Plain
Ft. Ft. Ft. Ft.
2 .
3 .
Describe potential for loss, of life and damage to existing or probable future downstream
improvements from a sudden breach A SUDDEN FAILURE OF STRUCTURE WILL NOT
ENDANGER LIFE OR DAMAGE PUBLIC TRANSPORTATION. THE LAGOON IS Its A RURAL AREA.
APPROX. 400' ! FROM A TRIB TO CO
Hazard Classification of Dam Ga b, c) (see NEM-Part 520.21)
Dam Classification (I, II, II IV, V)
By HERMAN RIGGS SOIL CONS. TECH.
name (title)
Concurred�-
(name) title
NOTE: 1. Instructions on reverse side.
2. Attach additional sheets as needed.
Date 5/27/92
Date 5 Zq 4Z

0 ator:BILLY RAY DAUGHTRYCounty: SAMPSON
Distance to nearest residence (other than owner):
1. STEADY STATE LIVE WEIGHT
Date: 05/28/92
1000.0 feet
0 sows (f arrow to f i n i sh) x 1417 1 bs.
= 0 lbs
0 sows (farrow to feeder) x 522 lbs.
= 0 Ibs
2880 head (finishing only) x 135 lbs.
= 388800 lbs
0 sows (farrow to wean) x 433 lbs.
= 0 Ibs
0 head (wean to feeder) x 30 lbs.
- 0 lbs
TOTAL STEADY STATE LIVE WEIGHT (SSLW)
- 388800 lbs
?. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 388800 lbs. SSLW -x Treatment Volume(CF)/lb.
SSLW
Treatment Volume(CF)/lb. SSLW= 1 CF/lb. SSLW
Volume = 388800 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet ; "Owner requests
no sludge storage.
Sludge will be
removed as needed."
I•. TOTAL DESIGN VOLUME
Inside top length 300.0 feet Inside top
width 231.0 feet
Top of dike at elevation 47.0 feet
Freeboard 1.3 feet ; Side -slopes 2.5 :
1 (Inside lagoon)
Total design lagoon liquid level at elevation
45.7 feet
Bottom of lagoon elevation 35.0 feet
Seasonal high water table elevation 37.0 feet
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH
WIDTH DEPTH
2.5 2.5 2.5 2.5 293.5
224.5 10.7
AREA OF TOP
LENGTH * WIDTH =
293.5 224.5 65890.8 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
240.0 171.0 41040.0 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
266.8 197.8 210999.3 (AREA OF MIDSECTION * 4)
CU. FT. = CAREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] DEPTH/6
65890.6 210999.3 41040.0 1.8
VOLUME OF LAGOON AT TOTAL DESIGN LIQUID LEVEL = 566975 CU. FT.

TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:.
Lagoon (top of dike)
Length * Width =
300.0 231.0 69300.0 square feet
Buildings (roof and lot water)
Length * Width =
0.0 0.0 0.0 square feet
TOTAL DA 69300.0 square feet
Design temporary storage period to be 180 days.
:)A. Volume of waste produced
Approximate daily production of manure in CF/LB SSLW 0.00136
Volume = 388800 Lbs. SSLW * CF of Waste/Lb./Day 180 days
Volume = 94947 cubic feet
Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day * 180 days storage/7.48 gallons
per CF
Volume = 0.0 cubic feet
iC. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall = 7.0 inches
Volume = 7.0 in * DA / 12 inches per foot
Volume = 40425.0 cubic feet

Volume of 25 year — 24 hour storm
Volume = 7.0 inches 1 12 inches per foot * DA
Volume = 40425.0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A.
94947
cubic
feet
5B.
0
cubic
feet
5C.
40425
cubic
feet
5D.
40425
cubic
feet
TOTAL 175797 cubic feet
I
16. SUMMARY
Total required volume 564597 cubic feet
Total design volume avail. 566975 cubic feet
Min. req. treatment volume plus sludge accumulation 388800 cubic feet
At elev. 43.0 feet ; Volume is 398347 cubic feet (end pumping)
Total design volume less 25yr-24hr storm is 526550 cubic feet
At elev. 45.0 feet ; Volume is 521483 cubic feet (start pumping)
Seasonal high water table elevation 37.0 feet
7. DESIGNED BY : J441.7ad B . Q`�`0� APPROVED BY:
DATE: S 12-YIYZ DATE: S /zci
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN

a.
WASTE UTILIZATION PLAN
----------------------
G. iers name --:BILLY RAY DAUGHTRY
Mail Address —:NEWTON GROVE, NC
Type of production unit---- :FINISHING
County:SAMPSON
Type of waste facility ----- :Anaerobic Lagoon
Your animal waste management facility has been designed for a
given storage capacity. When the waste reaches the designed
level, it must be land applied at a specified rate to prevent
pollution of surface and/or ground water. The plant nutrients
in the animal waste should be used to reduce the amount of
commercial fertilizer required for the crops on the fields
where the waste is to be applied. This waste utilization plan
uses nitrogen as the limiting nutrient. Waste should be
analyzed before each application cycle and annual soil tests
are encouraged so that all plant nutrients can be balanced for
realistic yields of the crop to be grown.
Several factors are important in implementing your waste
utilization plan in order to maximize the fertilizer value of
the waste and to ensure that it is applied in an
environmentally safe manner. Always apply waste based on the
r -ds of the crop to be grown and the nutrient content of the
w te. Do not apply more nitrogen than the crop can utilize.
Soil types are important as they have different infiltration
rates and leaching potential. Waste shall not be applied to
land eroding at greater than 5 tons per acre per year. Do not
apply waste on saturated soils or on land when the surface is
frozen. Either of these conditions may result in runoff to
surface waters. Wind conditions should also be considered to
avoid drift and downwind odor problems. To maximize the value
of nutrients for crop production and to reduce the potential
for pollution, the waste should be applied to a growing crop or
not more than 30 days prior to planting. Injecting the waste
or disking will conserve nutrients and reduce odor problems.
The acres needed to apply the animal waste is based on typical
nutrient content for this type of facility. Acreage
requirements may be more or less based on the waste analysis
report from your waste management facility.
The design of your waste management facility is based on the
following:
Amount of Waste Produced Per Year:
----------------------------------
=360 animals x 1.9 tons waste/animal/yr= 5472 tons
total waste

Page 2
P
Amount of Plant Available Nitrogen Produced Per Year:
-----------------------------------------------------
2880 animals x 2.30 lbs. N/animal/year = 6624 lbs./yr
Available N
Applying the above amount of waste is a big job. You should
plan time and have appropriate equipment to apply the waste in
a timely manner. Your facility is designed for 180 days of
storage. Therefore, it will need to be pumped every 6
months.
Tract Field Soil Crop Yield Lbs. N Acres Lbs. N Month to
No. No. Type Code Per Ac. Used Apply
3044 1 NoA 6 7 Tons 400 16.4 6540 MAR-AUG
Total 16.4 6540
Available Nitrogen 6624
Surplus Or Deficit 84
Crop codes: 1=Cereal grain; 2=Corn; 3=Fescue; 4=Range Gr. Bermuda
5=Control Grazed Bermuda; 6=Hayland Bermuda
Narrative of Operation:
----------
—
Call the Soil and Water Conservation District Office ater.Y
receive waste analysis report to obtain the amount per acre to
ai—I
apply and the irrigation application rate prior to applying
waste.
fff
Prepared by: - _ Q- GT------
�am Title Date
Concurred i n-by:
______ ------------- S_9_ 91'
P oduce Date
(Copy to producer and copy to case file)

-WA
Yl; -
,!Lf
f 4

OPERATION AND MAINTENANCE PLAN
------------------------------
This lagoon is designed for waste treatment with minimum odor
control. The time required for the planned fluid level to be
reached may vary due to soil conditions,flushing operations, and
the amount of fresh water added to the system.
Land application of waste water is recognized as an acceptable
method of disposal. Methods of application include solid set,
center pivot, guns, and traveling gun irrigation. Care should be
taken when applying waste to prevent runoff from the field or damage
to crops.
The following items are to be carried out:
1. It is strongly recommended that the treatment lagoon be pre —
charged to 1/2 its capacity to prevent excessive odors during
start—up. Pre —charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids should be
covered with effluent at all times.
2. The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see Attachment B)
before land application.
3. Begin pump —out of the lagoon when fluid level reaches eleva—
tion 45.0 as marked by permanent markers. Stop pump —out when
the fluid level reaches elevation 43.4 or before fluid depth is
less than 6 feet deep (this prevents the loss of favorable
bacteria)
4. The recommended maximum amount to apply per irrigation is
one (1) inch and the recommended maximum application rate is 4.4
inch per hour.
5. Keep vegetation on the embankment and areas adjacent to the
lagoon mowed annually. Vegetation should be fertilized as needed
to maintain a vigorous stand.
6. Repair any eroded areas or areas damaged by rodents and
establish in vegetation.
7. All surface runoff is to be diverted from the lagoon to stable
outlets.
8. The Clean Water Act of 1977 prohibits the discharge of
pollutants into waters of the United States. The Department of
Environment, Health, and Natural Resources, Division of Environ-
mental Management, has the responsibility for enforcing this law.

SEEDING RECOMMENDATIONS
-----------------------
AREA TO BE SEEDED: 2.0 ACRES
USE THE SEED MIXTURE INDICATED:
0 LBS. FESCUE GRASS @ 60 LBS./ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 15 TO NOVEMBER 30
0 LBS. 'PENSACOLA' BAHIA GRASS @ 60 LBS./ACRE
(SEE FOOTNOTE NO. 1)
SEEDING DATES: MARCH 15 TO JUNE 30
16 LBS. HULLED BERMUDA GRASS @ 8 LBS./AC.
(SUI''TED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
0 LBS. RYE GRAIN @ 30 LBS./ACRE (NURSERY FOR FESCUE)
0 LBS. RYE GRASS @ 40 LBS./ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
LBS.
APPLY THE FOLLOWING:
2000 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE)
4 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
200 BALES OF SMALL GRAIN STRAW (100 BALES/ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE
ALL DISTURBED AREA IMMEDIATELY AFTER EARTH MOVING IS COMPLETED.
APPLY LIME AND FERTILIZER THEN DISK TO PREPARE A 3 TO 4 INCH
SMOOTH SEEDBED. APPLY SEED AND FIRM SEEDBED WITH A CULTIPACKER
OR SIMILAR EQUIPMENT. APPLY MULCH AND SECURE WITH A MULCH
ANCHORING TOOL OR NETTING.
1. PENSACOLA BAHIAGRASS IS SLOWER TO ESTABLISH THAN COMMON
BERMUDA GRASS. WHEN USING BAHIA, IT IS RECOMMENDED THAT B
LBS./ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER
UNTIL BAHIAGRASS IS ESTABLISHED.
0

• SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
Clearing:
All trees and brush shall be removed from the construction area
before any excavating or fill is started. Stumps will be removed
within the area of the foundation of the embankment and fill areas
and all excavated areas. All stumps and roots exceeding one (1)
inch in diameter shall be removed to a minimum depth of one 0 )
foot. Satisfactory disposition will be made of all debris. The
foundation area shall�be loosened thoroughly before placement of
embankment material.
Cut—off Trench:
-----------------
A cut—off trench (when specified) shall be installed as shown in
the plans.
Construction:
-------------
Construction of excavated and earthf ill areas shall be performed to
the neat lines and grades as planned. Deviations from this will
require prior approval of the SCS. Earthfill shall not be placed
in standing water and reasonable compaction of the fills shall be
performed by the construction equipment or sheeps—foot roller during
placement. The embankment of the lagoon shall be installed using
the more impervious mater,iais. Construction of fill heights shall
include ten (10) percent for settlement. To protect against seepage,
when areas of unsuitable material are encountered, they will need to
be excavated a minimum of one (1) foot below grade and backfilled and
compacted with a suitable material (ie—CL,SC,CH). Refer to the soils
investigation information in the plans for special considerations.
Precautions should be taken during construction to prevent excessive
erosion and sedimentation.
Vegetation:
All exposed embankment and other bare constructed areas shall be
seeded to the planned type of vegetation as soon as possible after
construction.

SOIL CONSERVATION SERVICE
EARTHWORK COMPUTATION SHEET
EMBANKMENT
BILLY R . DAUGHTRY TOP WIDTH: 0 FEET
Ay,RESS: NEWTON GROVE, NC TOTAL SLOPE: 0:1
+----+------f-------+-----+-----------+
:S7A.: END :SUM OF DIS.: DOUBLE
AREA :E.AREA : : VOLUMN
+----+------+-------+-----+------------+
1 : 0: 0+---------r-----+----------+
+----+------t 37: 1: 37:
2: 1 : 37: --------+------f-----------+
+----+------+ 87: 149: 12963:
3: 150: so: -------+------f-----------+
+----+-------+ 98: 150: 14700:
4: 300: 48: ---------+------+-----_--_--
+----+--------+ 105: 115: 12075:
5: 415:\ 57:--------}-----+----------T
+----}------+ 114: 116: 13224:
6: 531 : 57:--------------+----------+
+-----+------+ 112: 150: 16800:
7: 681: 55:-------+------+----------+
+----+------+ 110: 150: 16500:
8: 831 : 55:-------+-----+-----------+
+----+------+ 76: 119: 9044:
9: 9501 21:-------+------+----------+
t----+------+ 33: 112: 3696:
10:1062: 12:-_---__+-----+-----__---+
+----+--------+ 12 : -1062:-12744:
1 1 : 0: 0:--------+-------------------+
+----+------+ - 0: 0: 0:
12: 0: 0:--------+-----+----------+
+----+-------+ 0: 0: 0:
13: 0: 0:-------+-----+-----------
+----+------+ 0: 0: 0:
14: 0: 0:-------+-----+----------+
+------f-------+ 0: 0: 0:
15: 0: 0:-------+-----+-----------+
+----+------+ O: 0: 0:
16: 0: 0:-------+-----+-----------+
+----+-------+ 0: 0: 0;
17: 0: 0:-------+----------------+
+-----+------+ 0: 0: 0:
18: 0: 0:-------+-----+-----------+
+-----+------+ 0: 0: 0:
19: 0: 0:-------+-----+----------+
+-----+---------+ 0: 0: 0:
20: 0: 0:-------+-----+----------+
+----+-------+-------------+----_----_+
:TOTAL 86295:
+--------------------------+----------+
DOUBLE VOL /2 = 43148 CU. FT.
VOLUME OF EMBANKMENT = 1598 CU. YDS.
PLUS 10% SETTLEMENT = 160
TOTAL = 1758 'CU. YDS.
COMPUTED BY HERMAN RIGGS DATE 5/27/92

JUiL L-Uiv3Cr(VAI iUly JkKvILr-
EARTHWORK COMPUTATION SHEET
N E: BILLY R. DAUGHTRY
A_ -RESS: NEWTON GROVE, NC
+----+------+-------+-----+-----------+
:STA.: END :SUM OF : DIS_: DOUBLE
: : AREA :E.AREA : : VOLUMN
+----+------+-------+-----+----------+
------
+----+------+ 1454: 100: 145400:
2: 100: 1454:-------+-----+-----------+
+----+------+ 2820: 100: 282000:
3: 200: 1366:-------+-----+----------+
+-----+------: 2563: 100: 256300;
4: 300: 1197:-------+-----+----------+
+----+------+ 1197: 22: 26334:
5: 322:\ 0:-------+-----+----------+
+----+------+ 0: -322: 0:
6: 0: 0:--------+------+----------+
+----+-------+ 0: O: 0:
7: 0: 0:-------+-----+----------+
+-----+------+ 0: 0: 0:
------------
+----+------+ 0: O: 0:
9: 0: 0:-------+-----+-----------+
+----+------+ 0: 0: 0:
10: 0: 0:-------+------+-----------+
+----+------} o: 0: 0:
11: 0: 0:-------+-----+-----------+
+----+------+ o: 0: 0:
12: 0: 0:--------+------+-----------+
+----+------+ 0: 0: 0:
13 : 0: 0:-------r------+------ +
+----+-------+ 0: 0: 0:
14: 0: 0:--------------+----------+
+----+------+ 0: 0: 0:
15: 0: 0:---- +-----+----------+
+-----+-------+ 0: 0: 0:
16: 0: 0:-------+-----+----------+
+--- +------- 0: 0: 0:
17: 0: 0:-------+-----+-----------+
+----+-------+ 0: 0: O:
18: 0: 0:-------+-----+----------+
+----+------+ 0: 0: 0:
19: 0: 0:-------+-----+-----------+
+-----+------+ 0: O: 0:
20: 0: 0:------ +-----+-----------+
+-----+------+-------------+----__----+
:TOTAL : 710034:
+---------------------------+----------+
DOUBLE VOL /2 =
VOLUME -
COMPUTED BY HERMAN RIGGS
--------------------
355017 CU. FT.
13149 CU. YDS.
DATE 5/27/92

1 LINE: 1+00
•
�L
1 2
3
4
5
6 7
8
9
48.0. 48.0:
43.5:
43.2:
43.3:
44.4: 48.0:
0.0:
0.0:
0.0:
: 100: 410:
422:
300:
200:
90: 100:
0:
0:
0:
2 LINE: 2+00
1 2
3
4
5
6
8
9
+---
-+-----T----
17-
T
---
�'�+
48.0: 48.0:
43.3:
43.8:
43.7:
44.2: 48.0:
0.0:
0.0:
0.0:
100: 410;
422:
300:
200:
901: 100:
------1 - --
01.
-T-------�
0:
0:
LINE: 3+00
+
1 2
3
4
5
6 7
8
9
-- f- +
^--+-
+
----------+-
- i -
i
F-
-+
: 48.0: 48.0:
43.3:
43.8:
44.5:
45.9: 48.0:
0.0:
0.0:
0.0:
: 100: 410:
422:
300:
200:
90: 100:
0:
0:
0:
+---_-+
+--------+
I: - 4800:
1:
19680;
2: 17635:
2:
20256:
3: IBM:
3:
13050:
4: 12990:
4:
8640:
5: 8880:
5:
3897:
6; 4320:
6:
4440:
7: 0;
7:
0:
B; 0:
8:
0:
9: 0:
9:
0;
+---+
+--------+
: 67055:
:
69963:
-+
+--------+
: 1454:
+ ----+
+------+
1:
4800:
i
1:
--+
19680:
2:
17753:
2.
20256'.
3:
18484:
3:
12990:
4:
13110:
4:
8760;
5:
B840:
5:
3933.
6:
4320:
6:
4420:
7:
0:
7;
0:
8:
0:
8;
0:
9:
0:
9:
0:
:
67307:
:
70039:
: 1366:
+ F
+------
- i
+- ---- -+
1:
4800;
1:
19680:
2:
17753:
2:
20256:
3:
1B484:
3:
12990:
4:
13350:
4:
8760:
5:
91804.
5:
4005:
6:
4320:
6:
4590:
7:
0:
7:
0:
8:
0:
8:
0:
9:
0:
9:
0:
+----+
+----+
:
67887:
:
ME
: 1197:

SOIL CONSERVATION SERVICE
f =-
ADDRESS:
EARTHWORK COMPUTATION SHEET
EXCAVATION
+----+------+-------+-----+-----------+
:STA.: END :SUM OF DI5_: DOUBLE
AREA :E.AREA : : VOLUMN
+-----+------+-------+-----+----------+
1: 340: 0:--------+-----+----------+
+----+------+ 2313: 20: 46260:
2: 360: 2313:--------+------+----------+
+----+------+ 4540: 171: 776340:
3: 531: 2227:-------+-----+----------+
+----+------ : 2227 : 39: 86853:
4: 570: 0:-------+-----+----------+
+----+------+ 0: -570: O:
5 : 0 : 1 0: -------+------+-----------+
+----+------+ 0: O: 0:
6: 0: 0:-------+-----+----------+
o: o: o:
7: 0: 0:-------+-----+----------+
+----+-------+ 0: 0: 0:
8: 0: 0:-------+-----+----------+
+-----+------+ o : 0: o :
9: 0: 0:-------+-----+----------+
+----+------+ 0: 0: 0:
1 o : 0: 0: -------+-----+----------+
+----+------+ 0: 0: 0:
1 1: 0: 0: -------+-----+----------+
+----+-------+ - 0: 0: 0:
12: o: 0:-------+-----+----------+
+-----+------+ 0: 0: 0:
+----+------+ 0: o: 0:
14: 0: 0:-------T-----+----------+
+----+-------+ 0: 0: 0:
is; 0: 0:-------+-----+----------+
+----+-------+ 0: 0: 0:
16: 0: 0: -------+-----+-----------r
+----+-------+ 0: 011 01.
17 : 0: 0: -------+-----+-----------+
+-----+------+ 0: 0: 0:
18: 0: 0:-------+-----+----------+
+----+------+ O: O: 0:
19: 0: 0:-------+-----+----------+
+-----+------+ 0: 0: 0:
20: 0: 0:-------+-----+----------+
+----+------+-------------+-----------+
:TOTAL : 909453:
--------------------------------------
DOUBLE VOL /2 = 454727 CU. FT.
VOLUME = 16842 CU. YDS.
COMPUTED BY DATE

I E ;NE: 3+50
1
2
3
4
5
6
7
8
9
=
}---- f
-:-
-----+
--+-
+-----+--------f
---- -+--------I
--+
k
-+
+------- -+
44.9:
45.0;
43.1:
43.1:
35.0:
35.0:
44.9:
0. 0:
0.0; 0. 0:
1:
l350:
1: 4490:
+ -- +-
-+--
-- f
- -+-
- +---_--------T-----
+---+
2:
4310:
2; 9000;
30:
100:
200:
3I0;
290�
50:
30:
0:
0: 0:
3:
80
3: 13361:
+— -+-----+---
+-----+------+-------+
--+---+--------+----+
4:
10850:
4: 12499:
5:
10150:
5: 1750:
6:
2245:
6; 1050:
7:
0:
7: 0:
8:
0:
8: 0:
9:
0:
9: 0:
:
37525:
: 42150:
Z313:
2 LINE:
+-------+
1
2
3
4
5
6
7
8
9
45.0:
44.8:
42.5:
43.2:
35.0:
35.0:
45.0:
0. 0:
0.01, 0.0:
1:
1120:
1: 4500:
+------f
-
---+
- �-
a
_
----+-------r-------+-�
2;
4250:
2: 8960:
25:
100:
200:
300:
290:
50:
25:
0:
0: 0:
3:
8640:
3; 12750:
+ ---T-
f --
-- +
--+—
--- F
4:
10500:
4: 12528:
5:
10150:
5. 1750:
6:
2250:
6: 875:
7:
0:
7: 0:
8:
0:
8: 0:
9:
0:
9: 0:
+--T
T +
1
36910:
1 41-3-5-31:
+
+---_� i
+ -T
1 2227:
3 LINE.

MISS -
a
BILLY RAY DAUGHTRY
Cwitaesnnt 1pildiu= �P K� 1.r01
...,.»•
Ssttlsd To' tlewrSCUM 47.0
fluid Elevation 45.0,
2.5:1
Pit
SS
. Ir000u
" Pipe (Needs to N 8699"d/ D*Pth ,� - 10 •
�y a�+os� •d � .
. f0ltN q��

foil coltervatian service
Rev. 7/91
PLAN OF EXCAVATED WASTE STORAGE PIT
NAME: BILLY RAY DAUGHTRY Date:
county .S AMP$ ON
Address: NEWTON GROVE, NC
300 EUrn
s1 c� e.al'cz.5m i
47.0 ►vf Tor IFFY. for,
�•/ � � � 111E $iCTI Cll ��,'
IL
I �Ohl
i 1
35.0 _ !
AVW-- NTT= FL" /
2401L ¢I1cTo /
(See kxk for votum alaslatfam)
5/27/ 92
Use of facility: ANC WASTE
Capacity: Gallons Ft3
Soil Type:
Bench Hark Descr ption
Bottom
Normal Liquid Level
S'..orage for normal Precip.
Haximnm 'Liquid Level
25 yr. Storm Storage
Cre-M EM
Hax. Floor Depth
Freeboard
Top of Dam
TBM
Elev. 35.0
Elev.
M Ft.
Elev. 5.0
M .7 P't.
Elev.
+) Ft.
(+} 1.3 Ft.
Elev. 47.0
ELEV. SQ&O
A�-

1
: Code NW
U.S. ARMY CORPS OF ENGINEERS
Wilmington District
Nationwide Permit Verification
Property Owner/Agent -:MY• �' }'/ �`/ Phone Number J s&7- 69& `jr
Address , (
CI+eh tih?.f Z�S�Z'x
Size and Location of Property Z AC9S 5 a -'re�
!• Sc:. s c��5c ;1 ;ti+, LpiV% a ON- ar Le -SS �� we�3lc,Mc�cr\
The proposed project as described below is regulated by O Section 404 of the Clean Water Act (33 U.S.C.)
and/or () Section 10 of the Rivers and Harbors Act of 1899 (33 U.S.C. 403) and is authorized in accordance
with paragraph 330.5 of the Regulatory Programs of the Corps of Engineers as published in the Federal
Register November 13, 1986.
A. Waterway 1� � i +�L � � V,,'S o Ne,-r , �
1. Above headwaters V/ 2. Isolated N/A
B. Type of Project ActivityPrivate C�Aommercial ( } Other
C. The described work is authorized by Nationwidb Permit Number (;� in accordance with the
attached general conditions (where applicable) and the following special conditions:
D. Any violation of the general and special conditions described herein may subject the permittee to a work
cessation, restoration order, and/or civil or criminal legal action.
_.. E. Tbis Department of the Army Nationwide Pep mit-.verbcation does not relieve the undersigned permittee-
of the responsibility to obtain any other required approvals. The permittee may need to contact appropriate
State and local agencies before beginning work.
F. By signature the applicant certifies an understanding and acceptance of all terms and conditions of this
permit.
Property. Ow er/Agent's Sig re f
Mlle I
Freld Coordinator's Signatur {
Date Expiration Date
CESAW Form 591
Feb 91
t

DEM ID:
ACTION ID:
JOINT APPLICATION FORM FOR
NATIONWIDE PERMITS THAT REQUIRE NOTIFICATION TO THE DISTRICT ENGINEER
NATIONWIDE PERMITS THAT REQUIRE SECTION 401 CERTIFICATION CONCURRENCE
NATIONWIDE PERMITS THAT REQUIRE INDIVIDUAL SECTION 401 CERTIFICATION
WILMINGTON DISTRICT ENGINEER
CORPS OF ENGINEERS
DEPARTMENT OF THE ARMY
P.O. BOX 1890
WILMINGTON, NC 28402-1890
ATTN: CESAW-CO-E
Telephone [phone]
WATER QUALITY PLANNING
DIVISION OF ENVIRONMENTAL MANAGEMENT
NC DEPARTMENT OF ENVIRONMENT, HEALTH,
AND NATURAL RESOURCES
P.D. Box 29535
RALEIGH, NC 27626-0535 G
ATTN: MR. JOHN DORNEY7�?- /
Telephone (919 ) 733-5083'
ONE (1) COPY OF THIS COMPLETED APPLICATION SHOULD BE SENT TO THE CORPS OF
ENGINEERS. SEVEN (7) COPIES SHOULD BE SENT TO THE N.C. DIVISION OF
ENVIRONMENTAL MANAGEMENT. PLEASE PRINT.
1. OWNERS NAME: Billy R. j2aUghtry
2. OWNERS ADDRESS: Route 1, Box 304 B, Clinton, NC 28328_
3. OWNERS PHONE NUMBER (HOME): (9.19)567-6984 (WORK): [phone]
4. IF APPLICABLE: AGENT'S NAME OR RESPONSIBLE CORPORATE OFFICIAL, ADDRESS,
PHONE NUMBER:
5. LOCATION OF PLANNED WORK (ATTACH MAP).
COUNTY: Sampson
NEAREST TOWN OR CITY: Newton Grove _
SPECIFIC LOCATION (INCLUDE ROAD NUMBERS, LANDMARKS, ETC.):
Located East SR 1636 And South SR 1809 (1 mile)
_(Map Attached) Location from Newton Grove, NC _
6. NAME OF CLOSEST STREAM/RIVER: Approximately 1/2 mile to Rye Branch
7. `RIVER RIVER BASIN: Cape Fear
IS THIS PROJECT LOCATED IN A WATERSHED CLASSIFIED AS TROUT, SA, HQW, ORW,
WS I, OR WS II? YES ( ) NO (X1
9. HAVE ANY SECTION 404 PERMITS BEEN PREVIOUSLY REQUESTED FOR USE ON THIS
PROPERTY? YES [ ] NO [XI
IF YES, EXPLAIN.
10. ESTIMATED TOTAL NUMBER OF ACRES OF WETLANDS LOCATED ON PROJECT SITE:
2
2/3/92

-2-
11. NUMBER OF ACRES OF WETLAND IMPACTED BY THE PROPOSED PROJECT:
FILLED: 1.0 or less
DRAINED:
FLOODED:
EXCAVATED:
TOTAL IMPACTED: 1.0
12. DESCRIPTION OF PROPOSED WORK (ATTACH PLANS): Excavate lagoon and fill
in a minimum amount of wetland area for hog houses. Pad area will be
seeded with suitable ermanent grass.
13. PURPOSE OF PROPOSED WORK: To allow construction of animal waste
management facilities.
14. STATE REASONS WHY THE APPLICANT BELIEVES THAT THIS ACTIVITY MUST BE
CARRIED OUT IN WETLANDS. ALSO, NOTE MEASURES TAKEN TO MINIMIZE WETLAND
IMPACTS. Size tract necessitates that all acres be utilized. Well drained
areas must serve for waste aaplication field.
15. YOU ARE REQUIRED TO CONTACT THE U.S. FISH AND WILDLIFE SERVICE
(USFWS) AND/OR NATIONAL MARINE FISHERIES SERVICE (NMFS) REGARDING THE PRESENCE
OR ANY FEDERALLY LISTED OR PROPOSED FOR LISTING ENDANGERED OR THREATENED
SPECIES OR CRITICAL HABITAT IN THE PERMIT AREA THAT MAY BE AFFECTED BY THE
PROPOSED PROJECT. HAVE YOU DONE SO? YES [ J NO [ ]
RESPONSES FROM THE USFWS AND/OR NMFS SHOULD BE ATTACHED.
16. YOU ARE REQUIRED TO CONTACT THE STATE HISTORIC PRESERVATION OFFICER
(SHPO) REGARDING THE PRESENCE OF HISTORIC PROPERTIES IN THE PERMIT AREA WHICH
MAY BE AFFECTED BY THE PROPOSED PROJECT?
HAVE YOU DONE SO? YES [ ] NO € ]
RESPONSE FROM THE SHPO SHOULD BE ATTACHED.
17. ADDITIONAL INFORMATION REQUIRED BY DEM:
- ---- __ A. WETLAND DELINEATION MAP SHOWING ALL WETLANDS, STREAMS, AND LAKES ON
THE PROPERTY.
B. IF AVAILABLE, REPRESENTATIVE PHOTOGRAPH OF WETLANDS TO BE IMPACTED BY
PROJECT.
C. IF DELINEATION WAS PERFORMED BY A CONSULTANT, INCLUDE ALL DATA SHEETS
RELEVANT TO THE PLACEMENT OF THE DELINEATION LINE.
-'D. IF A STORMWATER MANAGEMENT PLAN IS REQUIRED FOR THIS -PROJECT, ATTACH
_COPY.
E. WHAT IS LAND USE OF SURROUNDING PROPERTY? Farmland Woodland_
F. IF APPLICABLE, WHAT IS PROPOSED METHOD OF SEWAGE DISPOSAL?
will be irrigated from waste treatment lagoon onto
hayland according to waste mgt. plan to be eveloped by SCS.
3 -/fs- 9z-
OWNE S SIGNATU DATE

INFORMATION SHEET
NATIONWIDE PERMITS THAT REQUIRE NOTIFICATION TO THE DISTRICT ENGINEER
NATIONWIDE PERMITS THAT REQUIRE SECTION 401 CERTIFICATION CONCURRENCE
NATIONWIDE PERMITS THAT REQUIRE INDIVIDUAL SECTION 401 CERTIFICATION
A. NOTIFICATION TO THE CORPS OF ENGINEERS DISTRICT ENGINEER. (REFER TO
ITEM B. BELOW FOR DIVISION OF ENVIRONMENTAL MANAGEMENT NOTIFICATION
REQUIREMENTS AND SPECIFICALLY NOTE NWP 26 DIFFERENCE.)
Certain nationwide permits require notification to the Corps of Engineers
before work can proceed. They are as follows: -
NWP 5 (only for discharges of 10 to 25 cubic yards)
NWP 7
NWP 13 (only for stabilization activities in excess of 500 feet in length
or greater than an average of one cubic yard per running foot)
NWP 14 (only for fills in special aquatic sites, including wetlands, and
must include a delineation of affected special aquatic sites)
NWP 17
NWP 18 (required when discharge exceeds 10 cubic yards or the discharge is
in a special aquatic site and must include a delineation of the affected
special.aquatic site, including wetlands)
NWP 21 (must include a delineation of affected special aquatic sites,
including wetlands)
. NWP 26 (only for greater than 1 acre total impacts and must include a
delineation of affected special aquatic sites, including wetlands)
--NWP--33... (must. -include. a. restoration plan of reasonable measures to avoid
and minimize impacts to aquatic resources)
NWP 37
NWP 38 (must include a delineation of affected special aquatic sites,
including wetlands)
For activities that may be authorized by the above listed nationwide permits
that .require notification, the applicant shall not begin work
a. Until notified that the work may proceed under the nationwide permit
vith-any special conditions imposed by the District Engineer, or
b. If notified that an individual permit may be required, or
c. Unless 30 days (calendar) have passed from the time a complete
notification is received by the District Engineer and no notice has been
received from the District Engineer, and required state approvals have been
obtained. Required state approvals include: 1) a Section 401 water quality
certification if authorization is requested for a discharge of dredged or fill
material, and 2) an approved coastal zone management consistency determination
if the activity will affect the coastal area.
2/3/92

-2-
Use of NWP 12 also requires notification to the District Engineer, but work
may not begin until written concurrence is received from the District
Engineer. The time periods described above do not apply. Furthermore,
requirements to notify the U.S. Fish and Wildlife Service (USFWS), the
National Marine Fisheries Service (NMFS), and the State Historic Preservation
Office (SHPO), as indicated below and on the notification form, do not apply.
B. REQUEST TO DEM FOR NATIONWIDE PERMIT SECTION 401 GENERAL CERTIFICATION
CONCURRENCE OR INDIVIDUAL SECTION 4O1 CERTIFICATION.
Certain nationwide permits were denied general 401 certification by the State
of North Carolina and, thus, require individual Section 401 water quality
certifications. They are NWP 6, NWP 17, NWP 21, and NWP 34.
Certain nationwide permits have general certifications, but require
concurrence from the N.C. Division of Environmental Management that the
general certification applies to a proposed action. They are NWP 7, NWP 12,
NWP 13, NWP 14, NWP 15, NWP 16, NWP 18, NWP 26 (if greater than 1/3 acre total
impact), NWP 33, NWP 38, and NWP 40. NWP 23 requires only that the applicant
notify DEM.
C. APPLICATION PROCEDURES.
The attached form should be used to obtain approval from the Corps of
Engineers and/or the N.C. Division of Environmental Management as specified
above. The applicant should make sure that all necessary information is
provided in order to avoid delays. One copy of the application is required by
the Corps of Engineers and seven copies are required by DEM. Plans must be on
8 1/2 x 11 inch paper.
Endangered species requirement: Applicant must notify the U.S. Fish and
Wildlife Service and/or the National Marine Fisheries Service regarding the
:- ---__--presence of-endangered"species that may be affected by the proposed project.
U.S. FISH AND WILDLIFE SERVICE
RALEIGH FIELD OFFICE
P.O. Box 33726
RALEIGH, NC 27636-3726
NATIONAL MARINE FISHERIES SERVICE
HABITAT CONSERVATION DIVISION
PIVERS ISLAND
BEAUFORT, NC 28516
Historic resources requirement: Applicant must notify the State Historic
Preservation Office regarding the presence of historic properties that
may be affected by the proposed project.
STATE HISTORIC PRESERVATION OFFICE
N.C. DIVISION OF ARCHIVES AND HISTORY
109 EAST JONES STREET
RALEIGH, NC 27601
[phone]
Information obtained from these agencies should be provided with application.

�
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EMERGENCY ACTION PLAN ga_ a?zv
PHONE NUMBERS
'IP.'IN OF WATER QUALITY (DWQ) q/10 IY0 -ASY/
E. ENCY MANAGEMNET SERVICES (EMS)
L AND WATER CONSERVATION DISTRICT (SWCD) 4io - s9•z - �#3
TURAL RESOURCES CONSERVATION SERVICE (MRCS) _-pia'-.5_v_� �763
DPERATIVE EXTERSION SERVICE (CES)
plan will be implemented in the event that wastes from your operation are leaking,
'flowing or running off site. You should not wait until wastes reach surface waters
eave you property to consider that you have a problem. You should make every
rt to ensure that this does not happen. This plan should be posted in an accessible
tion for all employees at the facility. The following are some action items you should
Stop the release of wastes. Depending on the situation, this may ore may not be r
possible. Suggested responses to some possible problems are listed belwo.
A. Lagoon overflow -possible solutions are:
a. Add soil to berm to increase elevation of dam.
b. ' Pump wastes to fields at an acceptable rate.
c. Stop all flows to the lagoon immediately.
d. Call a pumping contractor.
e. Make sure no surface water is entering lagoon.
S. Runoff from waste application field -actions include:
a. Immediately stop waste application.
b. Create a temporary diversion to contain waste.
c. Incorporate waste to reduce runoff.
d. Evaluate and eliminate the reason(s) that cause the runoff.
e. Evaluate the application rates for the fields where runoff occurred.
C. Leakage from the waste pipes and sprinklers -action include:
a. Stop recycle pump.
b. Stop irrigation pump.
c. Close valves to eliminate further discharge.
d. Repair all leaks prior to restarting pumps.
D. Leakage from flush systems, houses, solid separators -action include:
a. Stop recycle pump.
b. Stop irrigation pump.
c. Make sure siphon occurs.
d. Stop all flows in the house, flush systems, or solid separators.
E. Leakage from base or sidewall of lagoon. Often this is seepage as opposed
to flowing leaks -possible action:
a. Dig a small sump or ditch from the embankment to catch all
seepage, put in a submersible pump, and pump back to lagoon.
b. If holes are caused by burrowing animals, trap or remove animals and fill
holes and compact with a clay type soil.
c. Have a professional evaluate the condition of the side walls and lagoon
bottom as soon as possible.
1

2. Assess the extent o; the spill and note any obvious darnages.
a. Did the waste reach any surface w"ers?
:,pproximately how much was releases and for what duration?
c. r:ny damage notes, such as employee injury, fish kills, or pro.er,y damage?
d . Did the spill leave the property?
e. Does the spill have the potential to re—ach surface waters?
f. Could a future rain event cause the sciII to reach surface waters?
g. Are potable water wells in danger (eit er on or off the proper y)?
h. How much reached surface waters?
3. Contact appropriate agencies.
a. During normal business hours call your DWQ regional office; ?hone - -. After
hours, emergency number: 919-733-39r2. Your phone call should include: your
name, facility number, telephone number, the details of the incident from item 2
above, the exact location of the facility, the location or direction of movement of
t; he spill, weather and wind conditions. Tne corrective measures that have been
�,�^der taken, and the seriousness of the s',ution.
b. 1f spill leaves property or enters sur*ace waters, call local EMS phone number.
c. instruct EMS to contact local Helath Daoartment.
d. Con act CEs, phone number - , local S',VCD office phone number - -, and local
N .CS office for advice/technical assiszEnce phone number - -.
I` :-cr:e of the above %,vorks call 911 or : .— Sheriff's Depammenr and explain you
Problem to them and ask the person to cc -.tact the proper ace.,c:es ;or you.
E. Coi::act the con,rac,or of your choice tc1 tegin repair or problem :o —inimize off-
s _=- damage.
a. Contractors Name:
�. Contractors Address
c. Co^tractors P;Jone:
6. Co ;tact the technical specialist who cep: =.ed the lagoon (NRCS, Consulting
^C:^cart, elc.)
a. Name. kAj,ISO h SOeV. crr _
Q. riiQne: `'T 0 - 3
7. 1r7c,e -.,ent procedures as advised by D`..'C and technical assistance ac_erfcies to
damage, recair the system, ar- " reassess the wasza r~arm ac2nt plan to
<c problems %vitii release of wastes f -or' happening

Mortality Manacrement Methods
(check: which method(s) are brim implemen(ed)
Burial three fect beneath the surface of the ground within ?t hours after
4
knowledge of the death. The burial must be at least 300 feet from anv flowing
am or public body of water. r
Rendering at a rendering plant licensed under G.S. 106-168.7
Q Complete incineration
J In the case of dead poultry only; placing in a disposal pit of a size and design
approved by the Department of Agriculture
r-
i Any method which in the professional opinion of the State Veterinarian would
make possible the salvage of part of a dead animal's value without endangering
human or animal health. (Written approval of the State Veterinarian must be
attached)
December 13. 1996

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

• INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS
.ource Cause BMP's to Minimize Odor Site Specific Practices
(Liquid Systems)
Flush Gutters Accumulation of sorsda I 1 Flush system is designed and operated
sufficiendy to remove accumulated
soilds from gutters as designed.
{ } Remove bridging of accumulated solids at
Lagoons and Pits Crusted Solids
aintain lagoons, settling basins and
pits where pest breeding is apparent to
minimize the crusting of solids to a depth
of no more then s-a inches over more than
30% ox.surface.
Excessive Vegetative Decaying vegetation {e4aintsin vegetative control along banks of
Growth lagoons and other impoundments to prevent
accumulation of decaying vegetative matter
along water's edge on impoundment's perimeter.
(Dry Systems)
Feeders Feed Spillage I 1 Design, operate and maintain feed systems
bunkers and troughs) to minimize the accumulation
of decaying wastage.
{ 1 Clean up spillage on a routine basis (e.g. 7-10 day
interval during summer; 75.30 day interval during winter).
sod Storage Accumulations of feed residues () Reduce moisture accumulation within and around
immediate perimeter of food storage areas by
insuring drainage away from site end/or providing
adequate containment (e.g., covered bin for
brewer's grain and similar high moisture grain
products).
() Inspect for and remove or break up accumulated
solids in filter strips around feed storage as needed.
Animal holding Areas Accumulations of animal wastes O Eliminate low area that trap moisture along fences
and feed wastage and other locations where waste accumulates and
and disturbance by animals is minimal.
() Maintain fence tows and filter strips around animal
holding areas to minimize accumulations of wastes
(i_e. insoect for and remove or break up accumulated
solids as needed).
MIC--(November 1 1, 1996

'Iry Manure Handling Accumulations of atimal wastes { 1 Rattove spillage on a routine basis {e.g. 7-10 day
ystems interval during summer, 15-30 days interval during
winter) where manure is loaded for land application
or disposal.
( I provide for adequate drainage around manure stod47es.
{) Inspect for and remove or break up eecutTv atsd wastes
in filter stripes around stockpiles and manure hwmMng
areas as needed.
The issues checked ( ) pertain to this operation. The landownerfintegrator agrees to use sound judgment in applying
insect control measures as practical'.
I certify the aforementioned insect control Hest Management; Practices have been reviewed with me.
,(Landowner Sig turel
For more information contact the Cooperative Extension Service, Department of Entomology, Box 7613, North Carclirne State University, Raleigh, NC
27695-7513.
AMIC—November 11, 1998

• Source
SWINE FARM WASTE MANAGEMENT ODOR CONTROL CHECKLIST
Cause
BMP's to Minimize Odor
Farmstead Swine production WVegetstive or wooded buffers:
1 } Recommended best management
i
pre ss;
(Good judgment and common sense
Animal body surfaces Dirty manure -covered animals ( ) Dry floors
Floor surfaces Wet manure -covered floors (-f'Siost6d-floors;
L aterars located over slotted floors;
1 } Feeders at high and of solid floors;
() Scraps manure buildup from floors;
(} Undorfloor ventilation for drying
l
Manure collection pits Urine (-YFrequent manure removal by flush,pit
reeharge,or scrape
Parital micorbial decomposition () Underfloor ventilation
Ventilation exhaust fans Volatile gases: I ) en "ntenancs:
Dust (} cient air movement
Indoor surfaces Dust { ashdown between groups of animds
Feed additives:
I 1 Feeder covers;
( I Feed delivery downspout extenders to
feeder covers
Flush tanks Agitation of recycled lagoon { I Flush tank covers
liquid whiles tanks are filling I 1 Extend fill lines to near bottom of
tanks with anti -siphon vents
Flush alleys Agitation during wastewater ( I Uncerfloor flush with underfloor
conveyenance ventilation
Pit recharge points Agitation of recycled lagoon ( ) Extend rechard lines to near bottom of
liquid while pits are filling pits with anti -siphon vents
Lift stations Agitation during sump tank filling f) Sump tank covers
and drawdown
Outside drain collection Agitation during wastewater ( I Box covers
or junction boxes conveyance
End of drainpipes at lagoon Agitation during wastewater I I Extend discharge point of pipes
underneath lagoon liquid level
Lagoon surfaces Volatile gas emissions Gaper lagoon liquid capacity
Biological mixing ( 1 Correct regoon startup procedures
Agitation f i Minimum surface area -to -volume ratio
1 1 Minimum agitation when pumping
[ 1 Mechanical aeration
(1 Proven-hieiouicai additives
Irrigation sprinkler nozzles High pressure agitation
Wind draft
AMOC--November 11, 1996
on dry days with little or no wind
I 1 Minimum recommended operation pressure
(1 Pump intake near lagoon liquid surface
1 1 Pump from second -stage lagoon
Site Specific Practices

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 biologics( additives or oxidants
Settling basin surface Partial micabial decomposition
(I Extend drainpipe outlets underneath liquid
Mixing while filling
level
Agitation when emptying
(} Remove serded solids regularly
Manure, slurry or sludge Agitation when spreading
{ 1 Sod injection of slurry/dodges
spreader outlets Volatile gas emissions
{ } Wash residual manure from spreader after use
{ 1 Proven biological additives or oxidants
Uncovered manure, slurry Volatile gas emissions while drying
(} Soli infection of slurry/sludges
or sludge an field surfaces
[ I soil incorporation within 48 hours
{ I Spread in thin uniform layers for rapid drying
1 } Proven biological additives or oxidants
Dead animals Carcass decomposition
per disposition of carcasses
(lead animal disposal Carcass decomposition
{ } Complete covering of carcasses in burial pits
pits
(I Proper locationiconstruction of disposal pits
Incinerators Incomplete combustion
(I Secondary steak bumers
Standing water around Improper drainage
Grade and landscape such that water drams
facilities Microbial decomposition of
away from facilities
organic matter
Manure tracked onto public Poorly maintained Seca= roads
( err access road maintenance
roads from farm access
Additional Information:
Available From:
Swine Manure Management, 02DO Rule/BMP Packet
NCSU-County Extension Center
Swine Production Farm Potential Odor Sources and Remedies, EBAE Fact Sheet
NCSU-SAE
Swine Production Facility Manure Management: Pit Recharge —Lagoon
Treatment; EBAE 128-aa
NCSU-BAE
Swine Production Facility Manure Management: Underfloor Phis* --Lagoon Treatment EBAE 129-88
NCSU-BAE
Lagoon ❑esig and Management for Livestock Manure Treatment and Storage; EBAE 103-83
NCSU-BAE
Calibration of Manure and Wastewater Application Equipment: EBAE Fact Sheet
NCSU-SAE
Controlling Odors from Swine Buildings; PIN-33
NCSU-Swine Extension
Environmental Assuranc Program: NPPC Manual
NC Pork Produces Assoc
Options for Managing Odor; a report from the Swine Odor Task Force
NCSU Agri Communications
Nuisance Concerns in Animal Manure Management*. Odors and Flies: PRo107, 1995 Conference Proceedings
Florida Cooperative Extension
The issues checked ( ) pertain to this operation. The land ownerAntegrator agrees to use sound judgment in applying
odor control measures as practical.
I certify the aforementioned odor control Best Managment Practices have been reviewed with me.
rLAndowner nature)
AMOC--Noverneer 11. 1996

Page 2
Amount of Plant Available Nitrogen Praiduced Per Year:
-----------------------------------------------------
• 2880 animals x 2.30 lbs. N/animal/year = 6624 lbs./yr
Available N
Applying the above amount of baste is a big job. You should
plan time and have appropriate equipment to apply the waste in
a timely manner. Your facility is designed for 180 days of
storage. Therefore, it will need to be pumped every 6
months.
Tract Field
Soil
Crop Yield
Lbs. N Acres
Lbs. N
Month to
No. No.
Type
Code
Per Ac.
Used
Apply
3044 1
NoA
6 7 Tons
400 16.4
6540
MAR-AUG
---13
^lam --
-CAJ Too
$� .o
144
'
Total 16.4
. fv7P
Available
Nitrogen
6S24
Surplus
Or Deficit
— 84
Crop codes: 1=Cereal grain; 2=Corn; 3=Fescue; 4=Range Gr. Bermuda
5=Control Grazed Bermuda; 6=Hayland Bermuda
Narra ive of Operation: I ��
__— —tl � Tr_�
� �
------------
Cal I the So i I and Water Conservation District Office a --ter
y
receive waste analysis report to obtain the amount per acre to
apply and the irrigation application rate prior to applying
waste. AA
Prepared b Y _ Y =- - -- ------ - -
C 7-
am fi Title Dare
Concurred in b y : j!Ll� -------
P oducsi
(Copy to producer and copy to cas fi e)
'A'
____ - �q- 7y
-------
Date
�-9
5057
- /Vk ,
3e.

Page 2
Amount of Plant Available Nitrogen Produced Per Year:
-----------------------------------------------------
• 2880 animals x 2.30 lbs. N/animal/year = 6624 lbs./yr
Available N
Applying the above amount of waste is a big job. You sli.o.ul`d-'
plan time and have appropriate equipment to apply the �was�t(e��i n `�� "C``l
a timely manner. Your facility is designed for 180 d s of
storage. Therefore, it wi 1 i need to be pumped every IFs'9�
months.
Tract Field Soil Crop Yield Lbs. N Acres Lbs. N Month to
No. No. Type Code Per Ac. Used Apply
3044 1 NoA 6 7 Tons 400 16.4 6540 MAR-AUG
-040^' 701) S� A-0 144 APR -Au
Tota 1 16.4 .&-tog
Available Nitrogen 6624
Surplus Or Deficit — 84
Crop codes: 1=Cereal grain; 2=Corn; 3=Fescue; 4=Range Gr. Bermuda
S=Control Grazed Bermuda; 6=Hayland Bermuda
Narrative of Operation: -------------------------------------------------
II the Soil and Water Conservation District 0 fice after
Ca t y
receive waste analysis report to obtain the amount per acre to
apply and the irrigation application rate prior to applying
waste.
Prepared by: _ _ __� _%5C7 --- ` -ag-f2-
am - Title Date
Concurred i n by: YS_"_;'_9_-9Y
------P- o d u c e-__---------- r-Date
(Copy to producer and copy to case file)
I

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