310006_HISTORICAL_20171231

NUH I H UAHULINA
Department of Environmental Qual

Environmental
Quality
February 17, 2017
Murphy -Brown LLC
Smith -Alderman Farm
PO Box 856
Warsaw, NC 28398-0856
ROY COOPER
REGEIVEDINWENRIDWR Governor
MICHAEL S. REGAN
Secretary
FEB 2 2 Z017 S. JAY ZIMMERMAN
Director
Water Quality Regional
Operations Section
Wilmington regional Office
Subject: Certificate of Coverage No. AWS310006
Smith Alderman Farm
Swine Waste Collection, Treatment,
Storage and Application System
Pender County
Dear Murphy -Brown LLC:
in accordance with your February 15, 2017 request to change operation type without exceeding the
permitted steady state live weight, we are hereby forwarding to you this Certificate of Coverage (COC)
issued to Murphy -Brown LLC, 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 Smith -Alderman Farm, located in Pender County, with a swine animal capacity of no greater
than the following annual averages:
Wean to Finish: Feeder to Finish: 17,136 Boar/Stud:
Wean to Feeder: Farrow to Wean: Gilts:
Farrow to Finish: Farrow to Feeder: Other:
If this is a Farrow to Wean or Farrow to Feeder operation, there may be one boar for each 15 sows. Where
boars are unnecessary, 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.
This COC shall be effective from the date of issuance until September 30, 2019, and shall hereby void
Certificate of Coverage Number AWS310006 dated October 1, 2014. 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 read this COC and the enclosed State General Permit carefully. Please pay careful attention to the
record keeping and monitoring conditions in this permit. Record keeping forms are unchanged with this
General Permit. Please continue to use the same record keeping forms.
�No€Ming Compares::_,_
State of North Carolina I Environmental Quality I Division of Water Resources
Water Quality Regional operations secdon
1636 Mail Service Center I Raleigh, North Carolina 27699-1636
919-707-9129

If your Waste Utilization Plan (WUP) has been developed based on site -specific information, careful
evaluation of future samples is necessary. Should your records show that the current WUP is inaccurate
you will need to have a new WUP developed.
The issuance of this COC,d6es not excuse the Permittee from the obligation to comply with all applicable
laws, rules, standards, and brdinances (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.
Per NRCS standards a 100-foot separation shall be maintained between water supply wells and any lagoon,
storage pond, or any wetted area of a spray field.
Please be advised that any violation of the terms and conditions specified in this COC, the General Permit
or the CAWMP may result in the revocation of this COC, or penalties in accordance with NCGS 143-
215.6A through 143-215.6C including civil penalties, criminal penalties, and injunctive relief.
If any parts, requirements, or limitations contained in this COC are unacceptable, you have the right to
apply for an individual permit by contacting the Animal Feeding Operations Program for information on
this process. Unless such a request is made within 30 days, this COC shall be final and binding.
In accordance with Condition I1.22 of the General Permit, waste application shall cease within four (4)
hours of the time that the National Weather Service issues a Hurricane Warning, Tropical Storm Waring,
or a Flood Watch associated with a tropical system for the county in which the facility is located. You may
find detailed watch/waring information for your county by calling the Newport/Morehead City, NC
National Weather Service office at [phone], or by visiting their website at:
www.erh.noaa.gov/er/nihx/
This facility is located in a county covered by our Wilmington Regional Office. The Regional Office staff
may reached at 910-796-7215. If you -need additional information concerning this COC or the General
Permit, please contact the Animal Feeding Operations Program staff at [phone].
Sincerely,
X& V 00
jFnr S. Jay Zimmerman, P.G.
Director, Division of Water Resources
Enclosure (General Permit AWG100000)
cc: (Certificate of Coverage only for all ccs)
Wilmington Regional Office, Water Quality Regional Operations Section
Pender County Health Department
Pender County Soil and Water Conservation District
WQROS Central Files (Permit No. AWS310006)
Smithfield Hog Production

NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Pat McCrory Charles Wakild, P.E. John E. Skvaria, Ili
Governor Director Secretary
May 23, 2013
Murphy -Brawn, LLC
Smith -Alderman Farm
PO Box 856
Warsaw, NC 283980856
Subject: Certificate of Coverage No. AWS310006
Smith -Alderman Farm
Swine Waste Collection, Treatment,
Storage and Application System
Duplin County
Dear Murphy -Brown, LLC:
In accordance with your May 23, 2013 request to change operation type without exceeding the permitted
steady state live weight, we are hereby forwarding to you this Certificate of Coverage (COC) issued to
Murphy -Brown, LLC, authorizing the operation of the subject animal waste management system in
accordance with General Permit AWG 100000.
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 Smith -Alderman Farm, located in Duplin County, with a swine animal capacity of
no greater than the following annual averages:
Wean to Finish: 20,116 Feeder to Finish: Boar/Stud:
Wean to Feeder: Farrow to Wean: Gilts:
Farrow to Finish: Farrow to Feeder: Other:
If this is a Farrow to Wean or Farrow to Feeder operation, there may be one boar for each 15 sows. Where
boars are unnecessary, -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, 2014, and shall hereby void
Certificate of Coverage Number AWS310006 dated October 1, 2009. Pursuant to this COC, you are
authorized and required to operate the system in conformity with the conditions and limitations as
specified in the General Permit, the facility's CAWMP, and this COC. An adequate system for collecting
and maintaining the required monitoring data and operational information must be established for this
facility. Any increase in waste production greater than the certified design capacity or increase in number
of animals authorized by this COC (as provided above) will require a modification to the CAWMP and
this COC and must be completed prior to actual increase in either wastewater flow or number of animals.
Please carefully read this COC and the enclosed State General Permit. Please nay careful attention to the
record keeping and monitoring conditions in this permit. Record keeping forms are unchanged with this
General Permit. Please continue to use the same record kegping forms.
1636 Mail Service Center, Ra4h, North Carolina 27699-1636
Location: 512 N. Salisbury St Raleigh, North Carolina 27604
Phone; 919$07-64641 FAX: [phone]
Internet: www.ncwaterauality.org
NorthCarolina
Naturally
An Equal Opportunity 4 Affirmative Acbon Empioyer

If your Waste Utilization Plan (WUP) has been developed based on site -specific information, careful
evaluation of future samples is necessary. Should your records show that the current WUP is inaccurate
you will need to have a new WUP 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.
Per 15A NCAC 2T .0105(h) a compliance boundary is provided for the facility and no new water supply
wells shall be constructed within the compliance boundary. Per NRCS standards a 100-foot separation
shall be maintained between water supply wells and any lagoon, storage pond, or any wetted area of a
spray field.
Please be advised that any violation of the terms and conditions specified in this COC, the General Permit
or the CAWMP may result in the revocation of this COC, or penalties in accordance with NCGS 143-
215.6A through 143-215.6C including civil penalties, criminal penalties, and injunctive relief.
If you wish to continue the activity permitted under the General Permit after the expiration date of the
General Permit, then 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 Animal Feeding Operations Unit for information on this
process. Unless such a request is made within 30 days, this COC shall be final and binding.
In accordance with Condition I1.22 of the General Permit, waste application shall cease within four (4)
hours of the time that the National Weather Service issues a Hurricane Warning, Tropical Storm Warning,
or a Flood Watch associated with a tropical system for the county in which the facility is located. You
may find detailed watch/warning information for your county by calling the Newport/Morehead City, NC
National Weather Service office at [phone], or by visiting their website at:
wv,/w.erh.noaa.gov/er/mhx/
1 �
This facility is located in a county covered by our Wilmington Regional Office. The Regional Office
Aquifer Protection Staff may be reached at [phone]. If you need additional information
concerning this COC or the General Permit, please contact the Animal Feeding Operations Unit staff at
[phone].
Sincerely,
for Charles Wakild, P.E.
Enclosure (General Permit AWG100000)
cc: (Certificate of Coverage only for all ccs)
Wilmington Regional Office, Aquifer Protection Section
Duplin County Health Department �^ ���
Duplin County Soil and Water Conservation District a s
APS Central Files (Permit No. AWS310006) MAY z Z0i3
AFO Notebooks
BY.

3
Murphy -Brown, LLC 4/3/2009 2822 Hwy 24 West
P.O. Box 856
Warsaw, NC 28398
NUTRIENT UTILIZATION PLAN
Grower(s):
Farm Name:
Murphy -Brown, LLC
Smith Alderman
County: Du lin
Farm Capacity -
Farrow to Wean
Farrow to Feeder
Farrow to Finish
Wean to Feeder
Feeder to Finish 17136
Storage Structure:
Storage Period:
Application Method:
RECENED I DENR I DWQ
pgtufer pmw&n SeCdOn
APR OB zaa�
Anaerobic
80 days Lagoon RECT APR 0 9 2009
Irrigation
The waste from your animal facility must be land_ applied at a specified rate to prevent pollution
of surface water and/or groundwater. The plant nutrients in the animal waste should be used
to reduce the amount of commercial fertilizer required for the crops in the fields where the waste
is to be applied.
This waste utilization plan uses nitrogen as the limiting nutrient. Waste should be analyzed
before each application cycle. Annual soil tests are strongly encouraged so that all plant
nutrients can be balanced for realistic yields of the crop to be grown.
Several factors are important in implementing your waste utilization plan in order to maximize
the fertilizer value of the waste and to ensure that it is applied in an environmentally safe manner:
Always apply waste based on the needs of the crop to be grown and the nutrient
content of the waste. Do not apply more nitrogen than the crop can utilize.
2. Soil types are important as they have different infiltration rates, leaching potentials,
cation exchange capacities, and available water holding capacities.
3. Normally waste shall be applied to land eroding at less than 5 tons per acre per
year. Waste may be applied to land eroding at 5 or more tons per acre annually, but
less than 10 tons per acre per year providing that adequate filter strips are established.
4. Do not apply waste on saturated soils, when it is raining, or when the surface is frozen.
Either of these conditions may result in runoff to surface waters which is not allowed
under DWQ regulations.
5. Wind conditions should also be considered to avoid drift and downwind odor
problems.
6. To maximize the value of the nutrients for crop production and to reduce the potential
for pollution, the waste should be applied to a growing crop or applied not more than
30 days prior to planting a crop or forages breaking dormancy. Injecting the waste or
disking will conserve nutrients and reduce odor problems.
1 of 8

This plan is based on the waste application method shown above. If you choose to change
methods in the future, you need to revise this plan. Nutrient levels for different application
methods are not the same.
The estimated acres needed to apply the animal waste is based on typical nutrient content
for this type of facility. In some cases you may want to have plant analysis made, which could
allow additional waste to be applied. Provisions shall be made for the area receiving waste to
be flexible so as to accommodate changing waste analysis content and crop type. Lime must
be applied to maintain pH in the optimum range for specific crop production.
This waste utilization plan, if carried out, meets the requirements for compliance with 15A NCAC
2H .0217 adopted by the Environmental Management Commission.
AMOUNT OF WASTE PRODUCED PER YEAR ( gallons, ft3, tons, etc.):
Capacity Tyee Waste Produced per Animal- Total
Farrow to Wean
3212 gaVyr
gaVyr
Farrow to Feeder
4015 gal/yr
gaVyr
Farrow to Finish
10585 gaVyr
gallyr
Wean to Feeder
223 gaVyr
gaVyr
17136
Feeder to Finish
986 al/yr
16,896,096 gaVyr
Total 16,896,096 gallyr
AMOUNT OF PLANT AVAILABLE NITROGEN PRODUCED PER YEAR (lbs): * Based on Site Specific Data
Capacity Type Nitro en Produced per Animal Total
Farrow to Wean
5.4 Ibslyr
lbs/yr
Farrow to Feeder
6.5 Ibslyr
Ibs/yr
Farrow to Finish
26 Ibslyr
Ibslyr
Wean to Feeder
0.48 Ibslyr
Ibslyr
17136
Feeder to Finish
1.63 Ibslyr
28,000 Ibslyr
Total 20,256 Ibs/yr
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.
LAND UTILIZATION SUMMARY
The following table describes the nutrient balance and land utilization rate for this facility
Note that the Nitrogen Balance for Crops indicates the ratio of the amount of nitrogen produced
on this facility to the amount of nitrogen that the crops under irrigation may uptake and utilize
in the normal growing season.
Total Irrigated Acreage: 123.82
Total N Required 1st Year: 30145.985
Total N Required 2nd Year: 0
Average Annual Nitrogen Requirement of Crops: 30,145.99
Total Nitrogen Produced by Farm: 20,256.00
Nitrogen Balance for Crops: (9,889.98)
The following table describes the specifications of the hydrants and fields that contain the crops
designated for utilization of the nitrogen produced on this facility. This chart describes the size,
soil characteristics, and uptake rate for each crop in the specified crop rotation schedule for this
facility.
2 of 8

Reception Area Specifications
Tract Field Irrigated Soil 1st Crop Time to 1st Crop 1st Crop Lbs NlAc Lbs N Total Ibs N
Acreage Type Code Apply Yield Ibs N1Unit Residual lAc Utilized
2nd Crop Time to 2nd Crop 2nd Crop Lbs NIAc Lbs N Total The N
I Code AppIV Yield Ibs NlUnll Residual JAc Utilized
Total
Lbs NIAc
Total Ibs N
Utilized
Sm/Ald
1
5.73
Au ills
B
March -Set
5.5
43.25
238
1363.02
Sept -April
1
50
5o
286.5
287.875
1649.524
2
4.59
Norfolk
B
March -Set
6.5
43.25
281
1290.36Se
t- ril
1
50
50
229.5
331.125
1519.8643
4.59
Goldsboro
B
March -Sat
6.5
43.25
281
1290.36Se
JK
t- ril
1
50
SO
229.5
331.125
1519.864
4
5.61
Norfolk
B
March -Set
6.5
43.25
281
1549.00Se
t-A ril
1
50
50
275.5
331.125
1824.499
5
4.41
Norfolk
B
March -Set
6.543.25
281
1239.76Se
t- ril
1
50
50
220.5
331.125
1460.261
6
4.41
Norfolk
B
March -Set
6.5
43.25
281
1239.76Sepl-ADril
1
50
50
220.5
331,125
1460,261
7
4.32
Norfolk
B
March -Set
6.5
1 43.25
281
1214.46
K
Soot-ADOI
1
50
1
50
216
331.125
1430.46
6
4
Lucy
B
March -Set
5.5
43.25
238
951.50
K
Sept -April
1
50
50
200
287,875
1151,5
9
1.4
Lucy
B
March -Set
5.5
43.25
238
333.03
K
Sept -April
1
50
50
70
287.875
403.025
10
3.8
Luc
B
March•Se t
5.5
43.25
238
903.93
K
Sept -April
1
50
50
190
287.875
1093.925
11
4.01
Norfolk
B
March -Set
6.5
43.25
281
1127.31
K
Se t-A riI
1
50
50
200.5
331.125
1327.811
12
4.86
Norfolk
B
March -Set
6.5
43.25
281
1366,27
K
Se t-A riI
1
50
50
243
331.125
1609.268
13
5.28
Autryville
C
March -Set
5.5
50
275
1452.00
L
Sept -April
1
50
50
264
325
1716
14
5.28
Autryville
C
March -Set
5.5
5o
275
1452.00
L
Sept -April
1
50
50
264
1 325
1716
15
6.6
Au ills
C
March -Set
5.5
50
275
1815.00
L
Sept-APHII
1
50
50
330
1 325
2145
16
4.13
Au ills
B
March -Set
5.5
43.25
238
982.42
K
Sept-Aprit
1
50
50
206.5
287.875
1188.924
17
4.59
Goldsboro
B
March -Set
6.5
43.25
281
1290.36
K
Sept -April
1
50
50
229.5
331.125
1519.864
18
2.07
Norfolk
8
March -Set
6.5
43.25
281
581.93
K
Sept-APW,
1
50
50
103.5
331.125
685.4288
19
2.07
Norfolk
B
March -Set
6.5
4125
281
581.93
K
Sept -April,
1
50
50
103.5
331.125
685.4288
20
2.41
Norfolk
B
March -Set
6.5
43.25
281
677.51
K
Se t-A ril
1
50
50
120.5
331,125
798.0113
21
2.31
Norfolk
B
I March -Set
6.5
43,25
281
649.40
K
Sept-Apdl
1
50
50
115.5
331.125
764,8988
22
2.06
Norfolk
B
March -Set
6.5
43.25
281
579.12
K
Sept-ApHI
1
50
50
103
331.125
682.1175
23
5.37
Autryvllle
G
Aug-July,1.5
50
75
402.75
0
0
75
402,75
24
6,86
Autryville
G i
Aug -July
1.5
50
75
514.50
0
0
75
514.5
25
2.5
Au ills
G
Aug-Juty
1.5
50
75
187.50
0
0
75
187.5
26
1.93
Aut ills
G
Aug-Juty
1.5
50
75
144.75
0
0
75
144.75
subl
1 2.53
Goldsboro
B
March -Set
6.5
43.25
281
711.25
K
Sept-ApOl
1
50
50
126.5
331,125
837.7463
sub 2
4.2
Norfolk
B
March -Set
6.5
43.25
281
1180.73
K
Se -A ril
1
50
50
210
331.125
1390.725
sub 3
7.36
Norfolk
B
I March -Sat
6.5
1 43.25
281
2069.08
K
Se t-A dl
1
50
50
368
331.125
2437.0E
sub 4
0.3
Au ills
G
Aug -July
1.5
50
75
22.50
1 0
0
75
22.5
sub 5
2.3
Au ille
G
Aug-JulyAug-July
1.5
50
75
172.50
0
0
75
172.5
sub 6
2.04 i
Autryville
G
Aug-JulyAug-July
1.5
50
75
153,00
0
0
75
153
narrative
for o tianal cros"
Tows: 123.82 29488.99 667 30145.99
3(a) of 8

Reception Area Specifications
Tract Field Irrigated Soil 1st Crop Time to I st Crop 1 st Crop, Ob-s-WHA-67— Lbs N Tvia-I Ws-N 2nd Crop- Tirno- to 2nd Crop 2nd Crop Lbs N/Ac Lbs N Total lbs N:��
Ai:r0age Type Code Apply Yield lbs N/Unit Residual /Ac Utilized Code Apply Yield lbs NfUnIt Residual. /Ac Utilized
3(b) of 8

�V)
This plan does not include commercial fertilizer. The farm should produce adequate plant
available nitrogen to satisfy the requirements of the crops listed above.
The applicator is cautioned that P and K may be over applied while meeting the N requirements.
In the future, regulations may require farmers in some parts of North Carolina to have a nutrient
management plan that addresses all nutrients. This plan only addresses nitrogen.
In interplanted fields ( i.e. small grain, etc, interseeded in bermuda), forage must be removed
through grazing, hay, and/or silage. Where grazing, plants should be grazed when they
reach a height of six to nine inches. Cattle should be removed when plants are grazed to a
height of four inches. In fields where small grain, etc, is to be removed for hay or silage, care_
should be exercised not to let small grain reach maturity, especially late in the season (i.e.
April or May). Shading may result if small grain gets too high and this will definately interfere
with stand of bermudagrass. This loss of stand will result in reduced yields and less nitrogen
being utilized. Rather than cutting small grain for hay or silage just before heading as is
the normal situation, you are encouraged to cut the small grain earlier. You may want to
consider harvesting hay or silage two to three times during the season, depending on the
time small grain is planted in the fall.
The ideal time to interplant small grain, etc, is late September or early October. Drilling is
recommended over broadcasting. Bermudagrass should be grazed or cut to a height of
about two inches before drilling for best results.
CROP CODE LEGEND
Crop Code
Crop
Lbs N utilized / unit yield
A
Barley
1.6 lbs N 1 bushel
B
Hybrid Bermudagrass - Grazed
50 lbs N / ton
C
Hybrid Bermudagrass - Hay
50 lbs N 1 ton
D
Corn - Grain
1.25 lbs N / bushel
E
Corn - Silage
12 lbs N / ton
F
Cotton
0.12 lbs N / lbs lint
G
Fescue- Grazed
50 lbs N / ton
H
Fescue- Hay
50 lbs N / ton
Oats
1.3 lbs N ! bushel
J
Rye
2.4 lbs N 1 bushel
K
Small Grain - Grazed
50 lbs N / acre
L
Small Grain - Hay
50 lbs N / acre
M
Grain Sorghum
2.5 lbs N I cwt
N
Wheat
2.4 lbs N / bushel
O
Soybean
4.0 lbs N I bushel
P
Pine Trees
40 lbs N / acre 1 yr
Acres shown in the preceding table are considered to be the usable acres excluding
required buffers, filter strips along ditches, odd areas unable to be irrigated, and perimeter areas
not receiving full application rates due to equipment limitations. Actual total acres in the fields
listed may, and most likely will be, more than the acres shown in the tables.
See attached map showing the fields to be used for the utilization of animal waste.
4of8

4!
SLUDGE APPLICATION:
The following table describes the annual nitrogen accumulation rate per animal
in the lagoon sludge
Farm Specifications
PANT rlanimal Farm Totall r
Farrow to Wean
0.84
Farrow to Feeder
1
Farrow to Finish
4.1
Wean to Feeder
0,072
17136 Feeder to Finish
0.36 6168.96
The waste utilization plan must contain provisions for periodic land application of sludge at
agronomic rates. The sludge will be nutrient rich and will require precautionary measures to
prevent over application of nutrients or other elements. Your production facility will produce
approximately 6168.96 pounds of plant available nitrogen per year will accumulate in the lagoon
sludge based on the rates of accumulation listed above.
If you remove the sludge every 5 years, you will have approximately 30844.8 pounds of plant
available nitrogen to utilize. Assuming you apply this PAN to hybrid bermuda grass hayland at the
rate of 300 pounds of nitrogen per acre, you will need 102 acreas of land. If you apply the sludge
to corn at a rate of 125 pounds per acre, you will need 246.7584 acres of land. Please note that these
are only estimates of the PAN produced and the land required to utilize that PAN. Actual values
may only be determined by sampling the sludge for plant available nitrogen content prior to application
Actual utilization rates will vary with soil type, crop, and realistic yield expectations for the specific
application fields designated for sludge application at time of removal.
I1��4C+7�>iC�7:[�73'i'/r14�[�:lli7TC�T�i[�7:F
The irrigation application rate should not exceed the intake rate of the soil at the time of irrigation
such that runoff or ponding occurs. This rate is limited by initial soil moisture content, soil
structure, soil texture, water droplet size, and organic solids. The application amount should not
exceed the available water holding capacity of the soil at the time of irrigation nor should the
plant available nitrogen applied exceed the nitrogen needs of the crop.
If surface irrigation is the method of land application for this plan, it is the responsibility of the
producer and irrigation designer to ensure that an irrigation system is installed to properly
irrigate the acres shown in the preceding table. Failure to apply the recommended rates and
amounts of nitrogen shown in the tables may make this plan invalid.
*This is the maximum application amount allowed for the soil assuming the amount
of nitrogen allowed for the crop is not over applied. In many situations, the application
amount shown cannot be applied because of the nitrogen limitation. The maximum
application amount shown can be applied under optimum soil conditions.
Your facility is designed for > 180 days of temporary storage and the temporary storage must
be removed on the average of once every 6 months. In no instance should the volume of the
waste stored in your structure be within the 25 year 24 hour storm storage or one foot of
freeboard except in the event of the 25 year 24 hour storm.
It is the responsibility of the producer and waste applicator to ensure that the spreader equipment
is operated properly to apply the correct rates to the acres shown in the tables. Failure to apply
the recommended rates and amounts of nitrogen shown in the tables may make this plan invalid.
Call your technical specialist after you receive the waste analysis report for assistance in
determining the amount of waste per acre and the proper application prior to applying the waste.
[.'=# Q

Application Rate Guide
The following is provided as a guide for establishing application rates and amounts,
Soil
Application Rate
Application Amount
Tract Hydrant
Type
Crop
inlhr
* inches
Sm/Ald 1
Autryville
B
0.6
1
2
Norfolk
B
0.5
1
3
Goldsboro
B
0.4
1
4
Norfolk
B
0.5
1
5
Norfolk
B
0.5
1
6
Norfolk
B
0.5
1
7
Norfolk
B
0.5
1
8
Lucy
B
0.5
1
9
Lucy
B
0.5
1
10
Lucy
B
0.5
1
11
Norfolk
B
0.5
1
12
Norfolk
B
0.5
1
13
Autryville
C
0.6
1
14
Autryville
C
0.6
1
15
Autryville
C
0.6
1
16
Autryville
B
0.6
1
17
Goldsboro
B
0.4
1
18
Norfolk
B
0.5
1
19
Norfolk
B
0.5
1
20
Norfolk
B
0.5
1
21
Norfolk
B
0.5
1
22
Norfolk
B
0.5
1
23
Autryville
G
0.6
1
24
Autryville
G
.0.6
1
25
Autryville
G
0.6
1
subl
Goldsboro
B
0.4
1
sub 2
Norfolk
B
0.5
1
sub 3
Norfolk
B
0.5
1
sub 4
Autryville
G
0.6
1
sub 5
Autryvilte
G
0.6
1
sub 6
Autryville
G
0.6
1
itive for opti
6 of 8

Additional Comments:
The bermuda rate in this plan is a combination of hay &graze rates. At least half +
the bermuda will be harvested for hay.
Subfield acreage listed on this plan is the balance of total field acres minus wet acres.
This acreage will be claimed when making application with an aerway machine.
In addition to the crops listed on this plan, the manager may opt to plant a
small grain hay crop behind the corn on any cropland. The PAN application rate for this
crop is 50 Ib.s.lacre and the application window is Sept -April.
PAN produced is based on 3 years on farm pumping records.
This plan originally prepared by Dawn Williamson, corrects a typo in acreage for pull 1.
Grower also has the option of planting millet (G) on the following pulls: 23, 24, 25, 26 &
Sub 4,5,8 at 187.5 ibs.Nlacre from April - July
7 of 8

NUTRIENT UTILIZATION PLAN CERTIFICATION
Name of Fans: Smith Alderman
Owner: Murphy - Brown, LLC
Manager: David Nordin
Owner/Manager Agreement:
11we understand and will follow and implement the specifications and the operation and
maintenance procedures established in the approved animal waste nutrient management
plan for the farm named above. 11we know that any expansion to the existing design capacity
of the waste treatment and/or storage system, or construction of new facilities, will require a
new nutrient management plan and a new certification to be submitted to DWQ before the new
animals are stocked.
i/we understand that I must own or have access to equipment, primarily irrigation equipment,
to land apply the animal waste described in this nutrient management plan. This equipment
must be available at the appropriate pumping time such that no discharge occurs from the lagoon
in the event of a 25 year 24 hour storm. I also certify that the waste will be applied on the land
according to this plan at the appropriate times and at rates which produce no runoff.
This plan will be filed on site at the farm office and at the office of the local Soil and Water
Conservation District and will be available for review by NCDWQ upon request.
Name of Facility Owner: Murphy - Brown, LLC
Signature:
Name of Manager (if different from owner): David Nordin
Signature:
Name of Technical Specialist: Toni W. King
Affiliation: Murphy -Brown, LLC.
Address: 2822 Hwy 24 West, PO Drawer 856
.Warsaw, NC 28398
Signature:
Telephone: [phone]
Date
Date
Date
8of8

NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
Animal waste shall not reach surface waters of the state by runoff, drift, manmade
conveyances, direct application, or direct discharge during operation or land application.
Any discharge of waste which reaches surface water is prohibited.
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 Utilization Plan
when there is a change in the operation, increase in the number of animals, method of
application, recieving 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 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 should occur in order to control odor and flies.
Animal waste shall not be applied to saturated soils, during rainfall events, or when the
surface is frozen.
1 of 3

NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
(continued)
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,
1996, shall not be applied closer than 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
discharge or by over -spraying. Animal waste may be applied to prior converted cropland
provided the fields have been approved as a land application site by a "technical
specialist". Animal waste shall not be applied on grassed waterways that discharge
directly into water courses, and on other grassed waterways, waste shall be applied at
agronomic rates in a manner that causes no runoff or drift from the site.
16 Domestic and industrial waste from washdown facilities, showers, toilets, sinks, etc., shall
not be discharged into the animal waste management system.
2 of 3

NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
(continued)
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 soil 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 a minimum of five
years.
23 Dead animals will be disposed of in a manner that meets North Carolina regulations.
3of3

Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Coleen H_ Sullins, Director
Division of Water Quality
July 1, 2007 VNJOCEIVED
Murphy -Brown, LLC
Smith -Alderman Farm J U N 2 6 2007
PO Box 856
Warsaw, NC 28398 BY.,
Subject: - Certificate of Coverage No. AWS310006
Smith -Alderman Farm
Animal Waste Management System
Duplin County
Dear Murphy -Brown, LLC:
In accordance with your application received on 11-Jun-07, we are hereby forwarding to you this
Certificate of Coverage (COC) issued to Murphy -Brown, LLC, 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 Smith -Alderman Farm, located in Duplin County, with an animal capacity of no
greater than the following swine annual averages:
Wean to Finish: 0 Feeder to Finish: 17136 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 Ill.19 does not apply.
Pursuant to this COC, you are authorized and required to operate the system in conformity with the
conditions and limitations as specified in the General Permit, the facility's CAWMP, and this COC. An
adequate system for collecting and maintaining the required monitoring data and operational information
must be established for this facility. Any increase in waste production greater than the certified design
capacity or increase in number of animals authorized by this COC (as provided above) will require a
modification to the CAWMP and this COC and must be completed prior to actual increase in either
wastewater flow or number of animals.
Please carefully read this COC and the enclosed State General Permit. Enclosed for your convenience is
a package containing the new and revised forms used for record keeping and reporting. Please pay
careful attention to the record keeping and monitoring conditions in this permit.
Aquifer Protection Section 1636 Mail Service Center
lntemet: www.ncwaterquality.oEg Location: 2728 Capital Boulevard
An Equal Opportunity/Affirmative Adon Employer— 50% Recyded110% Post Consumer Paper
one
Nol,Carolina
)Natural!,
Raleigh, NC 27699-1636 Telephone: [phone]
Raleigh, NC 27604 Fax 1: [phone]
Fax 2: [phone]
Customer Service: [phone]

If your Waste Utilization Plan has been developed based on site -specific information, careful evaluation
of future samples is necessary. Should your records show that the current Waste Utilization Plan is
inaccurate you will need to have a new Waste Utilization Plan developed.
The issuance of this COC does not excuse the Permittee from the obligation to comply with all applicable
laws, rules, standards, and ordinances (local, state, and federal), nor does issuance of a COC to operate
under this permit convey any property rights in either real or personal property.
Upon abandbnmerit 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 I (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 Wilmington Regional Office. The Regional Office
Aquifer Protection staff may be reached at 910-395-3900. If you need additional information concerning
this COC or the General Permit, please contact the Animal Feeding Operations Unit staff at (919) 733-
3221.
Sincerely,
11. for Coleen H. Sullins
Enclosures (General Permit AWG100000, Record Keeping and Reporting Package)
cc: (Certificate of Coverage only for all cc's)
-Duplin County Health Department
Duplin County Soil and Water Conservation District
Wilmington Regional Office, Aquifer Protection Section
AFO Unit Central Files
Permit File AWS310006

I
Waste Management Plan Chang(
Facility 1- Farm
This farms Waste Management Plan has made the following changes:
Crop changes
❑ Wetted Acres
❑ Increased Acreage
❑ Decreased Acreage
❑ Changed Irrigation D
❑ Change in Farm type
I&N t 6 2007
❑ Plan based on 3 Years On Farm Records
❑ Other
Comments:
,
Date

Murphy -Brown, LLC
Grower(s):
Farm Name:
1/15/2007 2822 Hwy 24 West
P.O. Box 856
Warsaw, NC 28398
NUTRIENT UTILIZATION PLAN
Murphy - Brown, LLC
Smith Alderman
County: Du lin
Farm Capacity:
Farrow to Wean
Farrow to Feeder
Farrow to Finish
Wean to Feeder
Feeder to Finish 17136
Storage Structure:
Storage Period:
Application Method:
Anaerobic Lagoon
>180 days
Irrigation
RECEIVED
I e N 6 2007
The waste from your animal facility must be land applied at a specified rate to prevent pollution
of surface water and/or groundwater. The plant nutrients in the animal waste should be used
to reduce the amount of commercial fertilizer required for the crops in the fields where the waste
is to be applied.
This waste utilization plan uses nitrogen as the limiting nutrient. Waste should be analyzed
before each application cycle. Annual soil tests are strongly encouraged so that all plant
nutrients can be balanced for realistic yields of the crop to be grown.
Several factors are important in implementing your waste utilization plan in order to maximize
the fertilizer value of the waste and to ensure that it is applied in an environmentally safe manner:
1. Always apply waste based on the needs of the crop to be grown and the nutrient
content of the waste. Do not apply more nitrogen than the crop can utilize.
2. Soil types are important as they have different infiltration rates, leaching potentials,
cation exchange capacities, and available water holding capacities.
3. Normally waste shall be applied to land eroding at less than 5 tons per acre per
year. Waste may be applied to land eroding at 5 or more tons per acre annually, but
less than 10 tons per acre per year providing that adequate filter strips are established.
4. Do not apply waste on saturated soils, when it is raining, or when the surface is frozen.
Either of these conditions may result in runoff to surface waters which is not allowed
under DWQ regulations.
5. Wind conditions should also be considered to avoid drift and downwind odor
problems.
6. To maximize the value of the nutrients for crop production and to reduce the potential
for pollution, the waste should be applied to a growing crop or applied not more than
30 days prior to planting a crop or forages breaking dormancy. Injecting the waste or
disking will conserve nutrients and reduce odor problems.
1 of 8

This plan is based on the waste application method shown above. If you choose to change
methods in the future, you need to revise this plan. Nutrient levels for different application
methods are not the same.
The estimated acres needed to apply the animal waste is based on typical nutrient content
for this type of facility. In some cases you may want to have plant analysis made, which could
allow additional waste to be applied. Provisions shall be made for the area receiving waste to
be flexible so as to accommodate changing waste analysis content and crop type. Lime must
be applied to maintain pH in the optimum range for specific crop production.
This waste utilization plan, if carried out, meets the requirements for compliance with 15A NCAC
2H .0217 adopted by the Environmental Management Commission.
AMOUNT OF WASTE PRODUCED PER YEAR ( gallons, f?, tons, etc.):
Capacity Type Waste Produced per Animal Total
Farrow to Wean
3212 gal/yr
galtyr
Farrow to Feeder
4015 gal/yr
gal/yr
Farrow to Finish
10585 gal/yr
gal/yr
Wean to Feeder
223 gal/yr
gal/yr
17136
Feeder to Finish
986 gal/yr
16,896,096 gallyr
Total 16,896,096 gallyr
AMOUNT OF PLANT AVAILABLE NITROGEN PRODUCED PER YEAR (lbs): * Based on Site Specific Data
Capacity Type Nitrogen Produced per Animal Total
Farrow to Wean
5.4 Ibs/yr
Ibs/yr
Farrow to Feeder
6.5 Ibs/yr
Ibs/yr
Farrow to Finish
26 lbs/yr
Ibs/yr
Wean to Feeder
0.48 Ibs/yr
Ibs/yr
17136
Feeder to Finish
1.63 Ibs/yr
28,000 Ibs/yr
Total 20,256 Ibs/yr
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.
LAND UTILIZATION SUMMARY
The following table describes the nutrient balance and land utilization rate for this facility
Note that the Nitrogen Balance for Crops indicates the ratio of the amount of nitrogen produced
on this facility to the amount of nitrogen that the crops under irrigation may uptake and utilize
in the normal growing season.
Total Irrigated Acreage: 123.82
Total N Required list Year: 30145.985
Total N Required 2nd Year: 0
Average Annual Nitrogen Requirement of Crops: 30,145.99
Total Nitrogen Produced by Farm: 20,256.00
Nitrogen Balance for Crops: (9,889.98)
The following table describes the specifications of the hydrants and fields that contain the crops
designated for utilization of the nitrogen produced on this facility. This chart describes the size,
soil characteristics, and uptake rate for each crop in the specified crop rotation schedule for this
facility.
2 of 8

Reception Aron Specifications
Tact Field Irrigated Soil 1st Crop Time to 1st Crop list Crop Lbs NlAc Lbs N Total Ibs N
Acreacle Type Code Apply Yield Ibs NJUnit Residual lAc Utilized
2nd Crop Time to 2nd Crop 2nd Crop Lbs NIAc Lbs N Total Iba N
Cade Apply Yield Ibs NlUnit Residual lAc Utilized
Total
Lbs WAc
Total lbs N
Utilized
SmlAld
1
5.73
Autryville
B
MarchSe t
5.5
43.25
238
1363,02
K
Sept -April
1
50
50
286.5
287,875
1649.524
2
4.59
Norfolk
B
March -Sept
6,5
43.25
261
1290.36
K
Sept-ApAl
1
50
50
229.5
331.126
1519.864
3
4,59
Goldsboro
8
MarchSe 1
6.5
43.25
281
1290.36
K
Sept -April
1
50
50
229.5
331.125
1519.864
4
5.51
Norfolk
B
March -Sept
6.5
43.25
281
1549.00
K
SW -April
1
50
50
275.5
331.125
1824.499
5
4.41
Norfolk
B
March -Sept
6.5
43.25
281
1239.76
K
Se t-A riI
1
50
50
220.5
331.125
1460.261
6
4.41
Norfolk
B
March -Sept
6.5
43.25
281
1239.76
K
Sept -April
1
50
50
220.5
331,125
1460,261
7
4.32
1 Norfolk
B
March -Sept
6.5
43.25
281
1214.46
K
Sept -April
1
50
50
216
331.125
1430.46
8
4
1 Lucy
B
March -Sept
5.5
43.25
238
951.50
K
Sept -April
1
50
50
200
287,875
1151.5
9
1.4
Wcy
B
March -Sept
5,5
43.25
238
333.03
K
Se -A riI
1
50
50
70
287.875
403.025
10
3S
Lucy
8
March -Sept
5.5
43.25
238
903,93
K
Sept -April
1
50
50
190
287.875
1093,925
11
4.01
Norfolk
B
MarchSe t
6.5
43.25
281
1127.31
K
Se -A riI
1
50
50
200.5
331.125
1327,811
12
4.86
Norfolk
B
March -Sept
6.5
43.25
281
1366.27
K
Sept -April
1
50
50
243
331.125
1609.268
13
5.28
Autryville
C
March -Seel
5.5
50
275
1452.00
1 L
Sept -April
1
50
50
264
325
1716
14
5.28
Autryville
C
March -Sept
5.5
50
275
1452.00
L
Se -A riI
1
50
50
264
325
1716
15
6.6
Autryville
C
March -Sept
5.5
50
275
1815.00
L
Se ril
1
50
60
330
325
2145
16
4.13
Aulryvilla
B
March -Sept
5.5
43.25
238
982.42
K
Sept -April
1
50
50
206.5
287.875
1 1188.924
17
4.59
Goldsboro
B
March -Sept
6.5
43.25
281
1290.36
K
Sept-APHI
1
50
50
229.5
331.125
1519.864
18
2.07
Norfolk
B
MarchSe t
6.5.
43.25
281
581,93
K
Sept -April
1
50
50
103.5
331,125
685.4288
19
2.07
Norfolk
B
March -Sept
6.5
43.25
281
581.93
K
Sept-_ApMl
1
50
50
103,5
331.125
685.4288
20
2.41
Norfafk
B
I MarchSe 1
6.5
43.25
281
677.51
K
Sa -A rif
1
50
50
120.5
331.125
798.0113
21
2.31
Norfolk
B
March -Sept
6.5
43.25
281
649,40
K
Sept-Apdl
1
50
5o
115.5
331.125
764.8988
22
2.06
Norfolk
B
March -Sept
6.5
43.25
281
$79.12
K
Sept- riI
1
50
50
103
331.125
682.1175
23
5.37
Aut ilia
G
Au -July
1.5
50
75
402.75
0
0
75
402.75
24
6.86
Autryville
G
Aug -July
1.5
50
75
514.50
0
0
75
514.5
25
2.5
Aut ills
G
AujJuly
1.5
50
75
187.50
0
0
75
187.5
26
1.93
AutryviKe i
G
Aug -July
1.5
50
75
144.75
0
0
75
144.75
subl
2.53
Goldsboro
B
March -Sept
6.5
43.25
281
711.25
K
Sa -A riI
1
50
50
126,5
331.125
837.7463
sub 2
4.2
Norfolk
B
March -Sept;
6.5
43.25
281
1180.73
K
Sept-Aprll
1
50
50
210
331,125
1390.725
sub 3
7,36
Norfolk
B
March -Sept
6.5
43.25
281
2069.08
K
Sept -April
1
50
1
50
368
331,125
2437.08
sub 4
0.3
Aut ills
G
Aug -July
1.5
50
75
22.50
0
0
75
1 22.5
sub 5
2.3
Autryville
G
Aug -July
1.5
50
75
172,50
0
0
75
172.5
sub 6
2.04
AutryvWe
G
Aug -July
1.5
50
75
153.00
0
0
75
153
' See narrative faroptional crops-
Totals;- 123.82 2948&99 657 30145.99
3(a) of 8

This plan does not include commercial fertilizer. The farm should produce adequate plant
available nitrogen to satisfy the requirements of the crops listed above.
The applicator is cautioned that P and K may be over applied while meeting the N requirements.
In the future, regulations may require farmers in some parts of North Carolina to have a nutrient
management plan that addresses all nutrients. This plan only addresses nitrogen.
In interplanted fields ( i.e. small grain, etc, interseeded in bermuda), forage must be removed
through grazing, hay, and/or silage. Where grazing, plants should be grazed when they
reach a height of six to nine inches. Cattle should be removed when plants are grazed to a
height of four inches. In fields where small grain, etc, is to be removed for hay or silage, care
should be exercised not to let small grain reach maturity, especially late in the season (i.e.
April or May). Shading may result if small grain gets too high and this will definately interfere
with stand of bermudagrass. This loss of stand will result in reduced yields and less nitrogen
being utilized. Rather than cutting small grain for hay or silage just before heading as is
the normal situation, you are encouraged to cut the small grain earlier. You may want to
consider harvesting hay or silage two to three times during the season, depending on the
time small grain is planted in the fall.
The ideal time to interplant small grain, etc, is We September or early October. Drilling is
recommended over broadcasting. Bermudagrass should be grazed or cut to a height of
about two inches before drilling for best results.
CROP CODE LEGEND
Crop Code
Crop
Lbs N utilized / unit yield
A
Barley
1.6 lbs N 1 bushel
B
Hybrid Bermudagrass - Grazed
50 lbs N / ton
C
Hybrid Bermudagrass - Hay
50 lbs N / ton
D
Corn - Grain
1.25 lbs N / bushel
E
Corn - Silage
12 lbs N / ton
F
Cotton
0.12 lbs N / lbs lint
G
Fescue- Grazed
50 lbs N / ton
H
Fescue - Hay
50 lbs N / ton
I
Oats
1.3 lbs N / bushel
J
Rye
2.4 lbs N / bushel
K
Small Grain - Grazed
50 lbs N / acre
L
Small Grain - Hay
50 lbs N / acre
M
Grain Sorghum
2.5 lbs N / cwt
N
Wheat
2.4 lbs N / bushel
0
Soybean
4.0 lbs N / bushel
P
Pine Trees
40 lbs N / acre / yr
Acres shown in the preceding table are considered to be the usable acres excluding
required buffers, filter strips along ditches, odd areas unable to be irrigated, and perimeter areas
not receiving full application rates due to equipment limitations. Actual total acres in the fields
listed may, and most likely will be, more than the acres shown in the tables.
See attached map showing the fields to be used for the utilization of animal waste.
4 of 8

SLUDGE APPLICATION:
The following table describes the annual nitrogen accumulation rate per animal
in the lagoon sludge
Farm Specifications
PAN/ lanimat Farm Total/
Farrow to Wean
0.84
Farrow to Feeder
1
Farrow to Finish
4.1
Wean to Feeder
0.072
17136 Feeder to Finish
0.36 6168.96
The waste utilization plan must contain provisions for periodic land application of sludge at
agronomic rates. The sludge will be nutrient rich and will require precautionary measures to
prevent over application of nutrients or other elements. Your production facility will produce
approximately 6168.96 pounds of plant available nitrogen per year will accumulate in the lagoon
sludge based on the rates of accumulation listed above.
If you remove the sludge every 5 years, you will have approximately 30844.8 pounds of plant
available nitrogen to utilize. Assuming you apply this PAN to hybrid bermuda grass hayland at the
rate of 300 pounds of nitrogen per acre, you will need 102 acreas of land. If you apply the sludge
to corn at a rate of 125 pounds per acre, you will need 246.7584 acres of land. Please note that these
are only estimates of the PAN produced and the land required to utilize that PAN. Actual values
may only be determined by sampling the sludge for plant available nitrogen content prior to application
Actual utilization rates will vary with soil type, crop, and realistic yield expectations for the specific
application fields designated for sludge application at time of removal.
APPLICATION OF WASTE BY IRRIGATION:
The irrigation application rate should not exceed the intake rate of the soil at the time of irrigation
such that runoff or ponding occurs. This rate is limited by initial soil moisture content, soil
structure, soil texture, water droplet size, and organic solids. The application amount should not
exceed the available water holding capacity of the soil at the time of irrigation nor should the
plant available nitrogen applied exceed the nitrogen needs of the crop.
If surface irrigation is the method of land application for this plan, it is the responsibility of the
producer and irrigation designer to ensure that an irrigation system is installed to property
irrigate the acres shown in the preceding table_ Failure to apply the recommended rates and
amounts of nitrogen shown in the tables may make this plan invalid.
{This is the maximum application amount allowed for the soil assuming the amount
of nitrogen allowed for the crop is not over applied. In many situations, the application
amount shown cannot be applied because of the nitrogen limitation. The maximum
application amount shown can be applied under optimum soil conditions.
Your facility is designed for >180 days of temporary storage and the temporary storage must
be removed on the average of once every 6 months. In no instance should the volume of the
waste stored in your structure be within the 25 year 24 hour storm storage or one foot of
freeboard except in the event of the 25 year 24 hour storm.
It is the responsibility of the producer and waste applicator to ensure that the spreader equipment
is operated properly to apply the correct rates to the acres shown in the tables. Failure to apply
the recommended rates and amounts of nitrogen shown in the tables may make this plan invalid.
Cali your technical specialist after you receive the waste analysis report for assistance in
determining -the amount of waste per acre and the proper application prior to applying the waste.
5 of 8

Application Rate Guide
The following is provided as a guide for establishing application rates and amounts.
Soil
Application Rate
Application Amount
Tract Hydrant
Type
Crop
inlhr
* inches
Sm1A1d 1
Autryville
B
0.6
1
2
Norfolk
B
0.5
1
3
Goldsboro
B
0.4
1 }
4
Norfolk
B
0.5
1
5
Norfolk
B
0.5
1
6
Norfolk
B
0.5
1
7
Norfolk
B
0.5
1
8
Lucy
B
0.5
1
9
Lucy
B
0.5
1
10
Lucy
B
0.5
1
11
Norfolk
B
0.5
1 r
12
Norfolk
B
0.5
1
13
Autryville
C
0.6
1
14
Autryville
C
0.6
1
15
Autryville
C
0.6
1
16
Autryville
B
0.6
1
17
Goldsboro
B
0.4
1
18
Norfolk
B
0.5
1
19
Norfolk
B
0.5
1
20
Norfolk
B
0.5
1
21
Norfolk
B
0.5
1
22
Norfolk
B
0.5
1
23
Autryville
G
0.6
1
24
Autryville
G
0.6
1
25
Autryville
G
0.6
1
subl
Goldsboro
B
0.4
1
sub 2
Norfolk
B
0.5
1
sub 3
Norfolk
B
0.5
1
sub 4
Autryville
G
0.6
1
sub 5
Autryville
G
0.6
1
sub 6
Autryville
G
0.6
1
tive for opti
6of8

Additional Comments:
The bermuda rate in this plan is a combination of hay_& graze rates. At least half +
the bermuda will be harvested for hay.
Subfield acreage fisted on this plan is the balance of total field acres minus wet acres.
This acreage will be claimed when makingapplication with an aerway machine.
In addition to the crops listed on this plan, the manager may opt to plant a
small grain hay crop behind the com on any -cropland. The PAN application rate for this
crop is 501bsJacre and the application window is Sept -April.
PAN produced is based on 3 years on farm pumping records.
This plan originally prepared by Dawn Williamson, corrects a typo in acreage for pull 1.
7 of 8

NUTRIENT UTILIZATION PLAN CERTIFICATION
Name of Farm: Smith Alderman
Owner: Murphy - Brown, LLC
Manager: David Nordin
Owner/Manager Agreement:
I/we understand and will follow and implement the specifications and the operation and
maintenance procedures established in the approved animal waste nutrient management
plan for the farm named above. I/we know that any expansion to the existing design capacity
of the waste treatment and/or storage system, or construction of new facilities, will require a
new nutrient management plan and a new certification to be submitted to DWQ before the new
animals are stocked.
I/we understand that I must own or have access to equipment, primarily irrigation equipment,
to land apply the animal waste described in this nutrient management plan. This equipment
must be available at the appropriate pumping time such that no discharge occurs from the lagoon
in the event of a 25 year 24 hour storm. I also certify that the waste will be applied on the land
according to this plan at the appropriate times and at rates which produce no runoff.
This plan will be filed on site at the farm office and at the office of the local Soil and Water
Conservation District and will be available for review by NCDWQ upon request.
Name of Facility Owner:
Signature:
Murnhv - Brown. LLC
Name of Manager (if different from owner): David Nordin
Signature:
Name of Technical Specialist: Toni W. King
Affiliation: Murohv-Brown. LLC.
Signature:
Address: 2822 Hwy 24 West, PO Drawer 856
Warsaw. NC 28398
Telephone: [phone]
� S-- 0-1
Date
Date
8ofa

NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
Animal waste shall not reach surface waters of the state by runoff, drift, manmade
conveyances, direct application, or direct discharge during operation or land application.
Any discharge of waste which reaches surface water is prohibited.
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 Utilization Plan
when there is a change in the operation, increase in the number of animals, method of
application, recieving crop type, or available land.
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 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).
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.
Animal waste shall not be applied to saturated soils, during rainfall events, or when the
surface is frozen.
1 of 3

NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
(continued)
9 AnimaF 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 than 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
discharge or by over -spraying. Animal waste may be applied to prior converted cropland
provided the fields have been approved as a land application site by a "technical
specialist". Animal waste shall not be applied on grassed waterways that discharge
directly into water courses, and on other grassed waterways, waste shall be applied at
agronomic rates in a manner that causes no runoff or drift from the site.
16 Domestic and industrial waste from washdown facilities, showers, toilets, sinks, etc., shall
not be discharged into the animal waste management system.
2 of 3

NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
(continued)
17 A protective cover of appropriate vegetation will be established on all disturbed areas
(lagoon embankments, beans, 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 soil 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 a minimum of five
years.
23 Dead animals will be disposed of in a manner that meets North Carolina regulations.
3of3

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SENVER:
� Complete items 1 and/or 2 for additional services.
also wish to receive the
E
m • Complete items 3, and 4a & b.
following services {for an extra
rah
• Print your name and address on the reverse of this form so that we can
fee}.
v
-0return this card to You.
• Attach this form to the front of the mailpiece,.aron the back if space
1. ❑ Addressee's Address
does not permit.
• Write 'Return Receipt Requested" on the mailpiece below the article number
2. ❑ Restricted Delivery
/1
• The Return Receipt will show to whom the article was delivered and the data
o delivered.
Consult postmaster for fee.
fD(
Artidl`e'Addiesse -to:'
, 4a. Article Number
i
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4b. Service Type
@t
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❑ Registered ❑ insured
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XCertified ❑ COD
El Return Receipt for
❑ p
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Mail
Merchandise
0
7. Date f Delivery
0
5. ture ( es a
8. Addressee's Address (Only if requested Y
and fee is paid)
C
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6--Signature (Agent)
4 3
NPS Form 3811, December 1991 *lJ.s-GPa:1993—ss2at4 DOMESTIC RETURN RECEIPT

11. TOTAL POUNDS OF PAN STORED WITHIN STRUCTURAL FREEBOARD AND/OR 25 YRJ24
HR. STORM STORAGE ELEVATIONS IN ALL WASTE STRUCTURES FOR FACILITY
1. Structure ID: Alderman line m = 1536.2 lb PAN
2. Structure ID:
line m =
lb PAN
3. Structure ID:
line m =
lb PAN
4. Structure ID:
line m =
lb PAN
5. Structure ID:
line m =
lb PAN
6. Structure ID:
line m = lb PAN
n. lines 1 +2+3+4+5+6= 1536.2 lb PAN
111. TOTAL PAN BALANCE REMAINING FOR AVAILABLE CROPS DURING 30 DAY DRAW DOWN
PERIOD. DO NOT LIST FIELDS TO WHICH PAN CANNOT BE APPLIED DURING THIS 30 DAY PERIOD.
o. tract #
p. field #
q. crop
r. acres
s. remaining IRR
2 PAN balance
(lb/acre)
L TOTAL PAN
BALANCE FOR
FIELD (Ibs.)
column r x s
u. application window'
Sm Aid
1
Bermuda
2.73
300.00
819.0
Mar -Sept
Sm Aid
2
Bermuda
4.59
300.00
1377.0
Mar -Sept
Sm Ald
3
Bermuda
4.69
300.00
1377.0
Mar -Sept
'State current crop ending application date or next crop application beginning date for available
receiving crops during 30 day draw down period.
v. Total PAN available for all fields (sum of column t) = 3573.0 lb. PAN
IV. FACILITY'S PoA OVERALL PAN BALANCE
w. Total PAN to be land applied (line n from section 11) =
1536.2 lb. PAN
PoA (30 Day) 2/21/00

x. Crop's remaining PAN balance (line v from section ill) = 3573.0 lb. PAN
y. Overall PAN balance (w - x) = -2037 lb. PAN
Line y must show as a deficit. If line y does not show as a deficit, list course of action here including pump and
haul, depopulation, herd reduction, etc. For pump & haul and herd reduction options, recalculate new PAN
based on new information. If new fields are to be included as an option for lowering lagoon level, add these
fields to the PAN balance table and recalculate the overall PAN balance. if animal waste is to be hauled to
another permitted facility, provide information regarding the herd population and lagoon freeboard levels at the
Irrigation onto existing spray fields will continue as weather and field conditions permit. Additional land is
available for pumping if needed.
PoA (30 Day) 2/21 /00

PLAN OF ACTION (PoA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
30 DAY DRAW DOWN PERIOD
I. TOTAL PAN TO BE LAND APPLIED PER WASTE STRUCTURE
1. Structure Name/Identifier (ID): JAIderman
2. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard
a. current liquid level according to marker 18.0 inches
b. designed 25 yr./24 hr. storm & structural freeboard 19.0 inches
c. line b - line a (inches in red zone) = 1.0 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) 193516 ft2
e. line c/12 x line d x 7.48 gallons/ft" 120625 gallons
3. Projected volume of waste liquid produced during draw down period
f. temporary storage period according to structural design 180 days
g. volume of waste produced according to structural design 242116 ft3
h. current herd #F---73-4--41 certified herd #1 7344
actual waste produced = current herd # x line g =
certified herd #
i. volume of wash water according to structural design
j. excess rainfall over evaporation according to design
k. (lines h + i + j) x 7.48 x 30 daysAine f=
4. Total PAN to be land applied during draw down period
1. current waste analysis dated 1 01/23/2004
m. ((lines e + ky1000) x line I =
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below)
242116 ft'
„1
I 11751�ft3
2Jft3
448336 gallons
2.70 1 Ibs/1000 gal.
1536.2 lbs. PAN
PoA (30 Day) 2121 /00

Michael F. Easley, Governor
William. G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
December 15, 2003
Murphy Farms
Mr. David Nordin
785 Hwy. 24/50
Warsaw, NC 28398
Subject. Rescission of Notice of Violation /
Issuance of Notice of Deficiency
Smith -Alderman Farm
Facility # 31-6
Duplin County
Dear Mr. Nordin:
Alan W. Klimek, P.E. Director
Division of Water Quality
Thank you for your submittal of the information requested in our letter dated April 15, 2003. We
greatly appreciate the effort that you made in compiling this information and sending it to our
Wilmington Regional Office by the date required. We also appreciate the fact that you reported
the problem with high freeboard to our staff as required by your permit and worked with our
staff to manage the problem once it occurred.
Upon review and consideration of the information submitted, the Wilmington Regional Office has
determined that no further compliance/enforcement actions will be taken by the Division for
these high freeboards.
Also, based on your actions to properly operate your facility, the Division of Water Quality
hereby rescinds the Notice of Violation that was issued to you on April 15, 2003 and replaces it
with this Notice of Deficiency.
In the future, please continue to evaluate ways to maintain freeboard levels in the required range.
These methods include, but are not limited to, water conservation practices, adding additional
application sites, updating your cropping systems, adding additional and/or more flexible
application equipment, and maintaining the lagoon levels at the lowest allowable and appropriate
levels throughout the year. Our staff looks forward to continuing to work with you and your
Technical Specialist to evaluate and implement any needed changes to your system.
AT.
iY�LJG��
Customer Service: Mailing Address: Telephone: [phone] Location:
1 800 623-7748 1617 Mail Service Center Fax: [phone] N. Salisbury St.
Raleigh, NC 27699-1617 State Courier #52-01-01 Raleigh, NC 27699-1617
An Equal opportunity / Affirmative Action Employer
50% recycled / 10% post -consumer paper
http://h2o.en r. state. nc. us

inadequate Freeboard
David Nordin
December 15, 2003
Page 2
Thank you again for your cooperation. If you have any questions, please do not hesitate to
contact the staff of our Wilmington Regional Office at 910-395-3900.
Sincerely -
Rick Shiver
Water Quality Regional Supervisor
CC: Kraig Westerbeek, Murphy -Brown, LLC
Billy Houston, Duplin County Soil and Water Conservation District
Patrick Fussell, DSWC
Wilmington Files 31-6
Non -Discharge Compliance and Enforcement Unit
Central Files

9102933138
P - 2
s
.nug 13 03 10.00a mURPHY—BROWN
PLAN OF ACTION(Poa) FOR HIGH FREEBOARD AT ANIMAL FACILITIES. u
Facility Number: 31-6 County: Duplin
Facility Name: Smith -Alderman (Smith B)
Certified Operator Name: Operator Number. L 7 V3
1. Current liquid ievel(s) in inches as measured from the current liquid level in the lagoon to the
lowest point on the top of the dam for lagoons without spillways; and from the current liquid level
in the lagoon to the bottom of the spillway for lagoons with spillways.
Lagoon1 Lagoon 2 Lagoon 3 Lagoon 4 Lagoon 5
Lagoon Name/ID: Smith B
Spillway(Y or N): N
Level(inches): 18
2. Check all applicable items
Liquid level is within the designed structural freeboard elevations of one or more structures.
Five and 30 day Plans of Action are attached, Hydraulic and agronomic balances are
within acceptable ranges.
X Liquid level is within the 25 year 24 hour storm elevations for one or more structures. A
30 day Plan of Action is attached. Agronomic balance is within acceptable range.
Waste is to be pumped and hauled to off site locations. Bolume and PAN content of waste
to be pumped and hauled is reflected in section III tables. Included within this plan is a list
of the proposed sites with related facility numbers, number of acres and receiving crop
information. Contact and secure approval from the DWO prior to transfer of waste to a site
not covered in the facility's CAWMP.
Operation will be partially or fully depopulated.
"Attach a complete schedule with corresponding animal units and dates fro depopulation
`if animals are to be moved to another permitted facility, provide facility number, lagoon
freeboard levels and herd population for the receiving facility
3. Earliest possible date to begin land application of waste:
I hereby certify that I have reviewed the information listed above and included within the
attached Plan of Action, and to the best of my (knowledge and ability, the information Is
accurate and correct.
r sJ t Le 'V'W 1t 0a'-j Phone:
F cility Owner/Manager (print)
/�2194L° / ZJDate:
Facility Owner/Manager (signature)
� 3;731
? s 03

'Flug 13 03 10:00a
MURPHY-BROWN
9102933138
P.3
c
v
PLAN OF ACTION (POA) FOR HIGH FREEBOARD AT ANIMAL FACILITIE;
30 DAY DRAW DOWN PERIOD
I. TOTAL PAN TO BE LAND APPLIED PER WASTE STRUCTURE
1. Structure Name/Identifier (ID): Smith B
2. Current liquid volume in 25 yr.124 hr, storm storage & structural freeboard
a_ current liquid level according to marker
b. designed 25 yr./24 hr. storm & structural freeboard
c. line b - line a (inches in red zone) =
d. top of dike surface area according to design
(area at below structural freeboard elevation)
e, line c/12 x line d x 7.48 gallons/ft9
3. Projected volume of waste liquid produced during draw down period
18.0 inches
19.0 inches
1 A inches
193424 ft2
'12� gallons
f. temporary storage period according to structural design 180 da Y s
g. volume of waste produced according to structural design 322$22 fP
h. current herd # 9792 certified herd # g792
actual waste produced = current herd # x line g =
certified herd #
i. volume of wash water according to structural design
i. excess rainfall over evaporation according to design
k. (lines h + i + j) x 7.48 x 30 days/line f=
4. Total PAN to be land applied during draw down period
1. current waste analysis dated 07/21/2003
m. ((lines e + k)/1000) x line I =
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below)
PoA (30 Day) 2121/00
322822 W
�-iW
203344 fe
,655954 gallons
0.99 Ibs/1000 gal.
768.8 Ibs_ PAN

Aug 13 03 10:00a MURPHY-BROWN
9102933138 p•4
a
z
II. TOTAL POUNDS OF PAN STORED WITHIN STRUCTURAL FREEBOARD AND/OR 25 YRJ24
HR. STORM STORAGE ELEVATIONS IN ALL WASTE STRUCTURES FOR FACILITY
1. Structure ID: Smith B
line m =
768.8 lb PAN
2. Structure ID:
line m =
lb PAN
3. Structure ID:
line m =
lb PAN
4. Structure ID:
line m =
lb PAN
5. Structure ID:
line m =
lb PAN
6. Structure ID:
line m =
lb PAN
In. lines 1+2+3+4+5+6= 768.8lbPAN
111. TOTAL PAN BALANCE REMAINING FOR AVAILABLE CROPS DURING 30 DAY DRAW DOWP
PERIOD. DO NOT LIST FIELDS TO WHIGH PAN GANNUT BE APPLIED DURING THIS 3U UAY PERIOU
0_ tract # p. field # q. crop r. acres s. remaining IRR L TOTAL PAN u. application window'
2 PAN balance BALANCE FOR
(Wacre) FIELD (lbs.)
column r x s
Sm Aid 1 1 Bermuda 5.73 224.31 1285.3 Mar -Sept
'State current crop ending application date or next crop application beginning date for available
receiving crops during 30 day draw down period.
v. Total PAN available for all fields (sum of column t) 1285.3 lb. PAN
IV. FACILITY'S PoA OVERALL PAN BALANCE
w. Total PAN to be land applied (line n from section 11) = 768.8 1b. PAN
PoA (30 Day) 2121100

Aug 13 03 10:01a MURPHY-BROWN 9102933138 P.5
x. Crop's remaining PAN balance (fine v from section IU) = 1285.3 lb. PAN
y. Overall PAN balance (w - x) _ -517 lb. PAN
Line y must show as a deficit. If line y does not show as a deficit, list course of action here including pump and
haul, depopulation, herd reduction, etc. For pump 8 haul and Herd reduction options, recalculate new PAN
based on new information_ If new fields are to be included as an option for lowering lagoon level, add these
fields to the PAN balance table and recalculate the overall PAN balance. If animal waste is to be hauled to
Lanother permitted facility, provide information regarding the herd population and lagoon freeboard levels at the
receivin facili
Irrigation onto existing spray fields will continue as weather and field conditions permit. Additional land is
available for pumping if needed.
PoA (30 Day) 2121100

Aug 04 03 04:45p MURPHY-BROWM 9102933138 p.11
PLAN OF ACTION Poa FOR HIGH FREEBOARD AT ANIMAL FACILITI `��G 0 . �1
�2 0
0
Facility Number: 31-6 County: Duplin
� et
Facility Name: Smith -Alderman (Alderman2&3)
Certified operator Name: Operator Number: 119
b
1. Current liquid level(s) in inches as measured from the current liquid level in the lagoon to the
lowest point on the top of the dam for lagoons without spillways; and from the current liquid level
in the lagoon to the bottom of the spillway for lagoons with spillways.
Lagoon 1
Lagoon Name11D: Ald 2&3
5pR.vay(Y or N): N
Level(inches): 18
2. Check all applicable items
Lagoon 2 Lagoon 3 Lagoon 4 Lagoon 5
Liquid level is within the designed structural freeboard elevations of one or more structures.
Five and 30 day Plans of Action are attached. Hydraulic and agronomic balances are
within acceptable ranges.
X Liquid level is within the 25 year 24 hour storm elevations for one or more structures. A
30 day Plan of Action is attached. Agronomic balance is within acceptable range.
Waste is to be pumped and hauled to off site locations. Bolume and PAN content of waste
to be pumped and hauled is reflected in section III tables. Included within this plan is a list
of the proposed sites with related facility numbers, number of acres and receiving crop
Information. Contact and secure approval from the DWQ prior to transfer of waste to a site
not covered in the facifity's CAWMP.
Operation will be partially or fully depopulated.
`Attach a complete schedule with corresponding animal units and dates fro depopulation
'if animals are to be moved to another permitted facility, provide facility number, lagoon
freeboard levels and herd population for the receiving facility
3. Earliest possible date to begin land application of waste:
! hereby certify that! have reviev ed the information: listed above and inchulded within the
attached Plan of Action, and to the best of my knowledge and ability, the information is
accurate and correct.
fi1suc / Vo d 0c)( vn Phone: q10- gq6--373 r
Facility Owner/Manager (print)
ILLG 'Date:
Facility er/Manager (signature)

Aug 04 03 04:45p MURPHY-BROWN 9102933138 p.12
PLAN OF ACTION (PoA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
30 DAY DRAW DOWN PERIOD
I. TOTAL PAN TO BE LAND APPLIED PER WASTE STRUCTURE
1. Structure Namelldentifier (ID): JAld 2&3
2. Current liquid volume in 25 yrJ24 hr. storm storage & structural freeboard
a. current liquid level according to marker 18.0 Inches
b. designed 25 yrJ24 hr. storm & structural freeboard 19.0 inches
c. line b • line a (inches in red zone) = 1.0 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) t93516 fe
e. line c112 x line d x 7.48 gallonslft3 120625 gallons
3. Projected volume of waste liquid produced during draw down period
f. temporary storage period according to structural design 1t30 days
g. volume of waste produced according to structural design 242118 ft3
h. current herd # 1 73441 certified herd #1 7344
actual waste produced = current herd # x line g W
certified herd #
i. volume of wash water according to structural design
j. excess rainfall over evaporation according to design
k. (lines h + i + j) x 7.48 x 30 dayslline f=
4. Total PAN to be land applied during draw down period
I. current waste analysis dated 1 06124/2003
m. ((lines e + k)l1000) x line I =
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below)
POA (30 Day) 2121/00
242116 W
®ft3
i17512 ft3
448336 gallons
2.90 Ibsf1000 gal.
1650.0 lbs. PAN

Rug 04 03 04:46p MURPHY—BROWN 9102933138 p.13
II. TOTAL POUNDS OF PAN STORED WITHIN STRUCTURAL FREEBOARD AND/OR 25 YRJ24
HR. STORM STORAGE ELEVATIONS IN ALL WASTE
STRUCTURES FOR FACILITY
1. Structure ID: Ald 2&3
line m = 1650.0 lb PAN
2. Structure ID:
line m =
lb PAN
3. Structure ID:
line m =
lb PAN
4. Structure 0:
line m =
lb PAN
5. Structure ID.
line m =
lb PAN
6. Structure ID:
line m =
lb PAN
n. lines 1+2+3+4+5+6= 1650.0 lb PAN
Ill. TOTAL PAN BALANCE REMAINING FOR AVAILABLE CROPS DURING 30 DAY DRAW DOW?
PERIOD_ DO NOT L 1ST FIELDS TO WHICH PAN CANNOT BE APPLIED DURING THIS 30 DAY PERIOD
o. tract #
p, field #
q. crap
r. acres
s. remaining IRR
2 PAN balance
(Iblacre)
L TOTAL PAN
BALANCE FOR
FIELD fibs.)
column r x s
u. application window'
Sm Ald
13
Bermuda
5.28
224.31 1
1184.4
Mar -Sept
14
Bermuda
528
75.72
399.8
Mar -Sept
15
Bermuda
6.60
82.19
542.5
Mar -Sept
'State current crop ending application date or next crop application beginning date for available
receiving crops during 30 day draw down period.
v. Total PAN available for all fields (sum of column t) = 2126.6 lb. PAN
IV. FACILITY'S PoA OVERALL PAN BALANCE
w. Total PAN to be land applied (line n from section 11) = 1650.0 lb. PAN
PoA (30 Day) 2/21100

Rug 04 03 04:46p MURPHY-BROWN 9102933138 p.14
x. Crop's remaining PAN balance (tine v from section III) _
y. Overall PAN balance (w - x)
2126.6 ib. PAN
-477 lb. PAN
Line y must show as a deficit. If line y does not show as a deficit, list course of action here including pump and
haul, depopulation, herd reduction, etc. For pump & haul and herd reduction options, recalculate new PAN
based on new information. If new fields are to be included as an option for lowering lagoon level, add these
fields to the PAN balance table and recalculate the overall PAN balance. If animal waste is to be hauled to
another permitted facility, provide information regarding the herd population and lagoon freeboard levels at the
i
receiving facility.
Irrigation onto e)dsting spray fields will continue as weather and field conditions permit. Additional land is
available for pumping if needed_
PoA (30 Day) 2121/00

Lagoon Freeboard Notification
Subject: Lagoon Freeboard Notification
Date: Wed, 23 Apr 2003 11,24:52 -0400
From: "Cavenaugh, Tonya"<[e-mail]>
To: "' stonewall. [e-mail]"' <stonewal l.mathi s@ncmail. net>
The following farm's PoA expires today, 4/23/03. Their current freeboard level is as follows:
Permit # Farm # Date Level Taken Level
31-563 Batchelor 4/23/03 A - 19"
B - 19"
The following farm's PoA expires 5/15/03. Their current freeboard level is as follows:
Permit # Farm #
31-6 Smith -Alderman
Ton)a Cavenaugb
lkru?ply Brow=i _.LC
Kenansville Dit siou
[phone]
1-and 6 - ,Nui,7'V7t Management
Administrative 1-Lrsislant
Date Level Taken
4/ 19/03
Name: Notebook.jpg
FtlNotebook.ing
Type: JPEG Image (image/jpeg)
Encoding: base64
Level
A - 22"
B-21"
1 of 1 7/16/2003 3:27 PM

Lagoon Level Up Date
Subject: Lagoon Level' Up Date
Date: Thu, 10 Apr 2003 15:43:41 -0400
From: "Britt, RO (BOC)" <[e-mail]>
To: "'[e-mail]"' <[e-mail]>,
'"[e-mail]"' <[e-mail]>
CC: "Nordin, David" <[e-mail]>,
"Williamson, Dawn"<[e-mail]>
The following lagoon levels are less than 19 inches.
Farm C.O.C. Lagoon Lagoon
# ID Level
Smith -Alderman 31-6 A 20
B 18
A PoA will be submitted for the Smith -Alderman farm as soon as possible. A PoA has been submitted for the
Bachelor farm (31-563). The following is an update on the lagoon levels at this facility as of 4110/03.
Farm C.O.0 Lagoon Lagoon
. # ID Level
Bachelor 31-563 A 17
B 17.5
1 of 1 7/16/2003 3:35 PM

PoA Lagoon Level Update Murphy -Brown, Kenansville
Subject: PoA Lagoon Level Update Murphy -Brown, Kenansville
Date: Fri, 11 Apr 2003 15:25:15 -0400
From: "Britt, RO (BOC)" <[e-mail]>
To: "'[e-mail]"' <Chester. Cobb @ncmail.net>,
"'Stonewall. [e-mail]"' <[e-mail]>
CC: "Nordin, David"<[e-mail]>
The following is an update of the lagoon levels currently under PoNs for the Murphy -Brown Kenansville Davison.
The following readings were recorded Friday, April 11, 2003.
Farm C.O.C. Lagoon Lagoon
# I.D. Level
Smith -Alderman 31-6 A 21
B 16
Bachelor 31-563 A 16
B 16
I of 1 7/16/2003 3:32 PM

APR.15.2003 '-0:57AN
CARROLL'S FOODS
NO.234
P.2/10
PLAN OF ACTION(Poa) FOR HIGH FREEBOARD AT ANIMAL' FACILITIES
Facility Number:
Facility Name:
31-6
smith Alderman 1
County; Duplin
Certified Operator Name: Wayne Sanderson Operator Number: 17903
1. Current liquid ievel(s) in inches as measured from the current liquid level In the lagoon to the `
lowest point on the top of the darn for lagoons without spillways: and from the current liquid level
in the lagoon to the bottom of the spillway for lagoons with spillways.
Lagoon 1 Magoon 2 Lagoon 3 Lagoon 4 Lagoon S
Lagoon Namelia: B
Spillway(Y or N): N mow,
Lavel(hwhes): 18
2. Check all applicable items
Liquid level is within the designed structural freeboard elevations of one or more structures.
Five and 30 day Plans of Action are attached. Hydraulic and agronomic balances are
within acceptable ranges.
X Liquid level is vdthin the 25 year 24 hour storm elevations for one or more structures. A
30 day Plan of Action is attached. Agronomic balance is within w.ceptalle range.
Waste is to na pumped and hauled to off site locations. Bolume and PAN content of waste
to be pumped and hauled is reflected In section III tables. Indudbd within this plan is a list
of the proposed sites with related facility numbers, number of aoms and receiving orop
information. Contact and secure approval from the ©WO prior to transfer of waste to a site
not covered in the facility's CAWNIP.
Operation will be partiaiiy or fully depopulated,
*Attach a complete schedule with corresponding animal units and dates fro depopulation
"if animals are to be moved to another permitted facility. provide facility number, lagoon
freeboard levels and herd population for the receiving faci ty
3. Earliest possible date to begin land application of waste; 04/14/2003
I hereby certify that I have reviewed the Information listed above and included within the
attached Plan of Action, and to the best of my knowledge and ability, the information is
accurate and correct.
Murphy-13rown, LLC I David Nor -din Phone: [phone] ext 3731
Facility OwnerlManager (print)
slily Owneriman v (signature)

APR.15.2003 10:58AM CARROLL'S FOODS N0.834 P.3i10
PLAN OF ACTION jFoA) FOR HIGH FREEBOARD AT ANIMAL FACIUTIES
30 DAY DRAW DOWN PERIOD
I. TOTAL PAN TO BE LAND APPIJED PER WASTE STRUCTURE:
1. 13ttucture Namendenttrier 01)): B
2. Current liquid volume in 25 yr./24 hr, storm storage & structural freeboard
a. current liquid level according to mercer 18.0 inches
b. designed 25 yr,124 hr. storm & structural freeboard 32.0 Inches
c. line b - line a (inches in red zone) = 14.0 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) I 312t382 fe
e. tine CA2,x line d x 7,48 gallons/ftO 2723523 gallons
3. Projected volume of waste liquid produced during draw down period
f, temporary storage period according to structural design 180 days
s
g, volume of waste produced according to structural design 322822 if
h, current herd # 9792 certified hard # 9792
i
actual waste produced = current nerd # x line g = 322822 ft'
certified herd #
i, volume rof wash water according to structural design
j. excess rainfall over evaporation according to design
k. (lines h + i + D x 7,48 x 30 days/line f=
4. Total PAN to be land applied during draw dowel period
1. current waste analysis dated IW1303
m. ((lines e + W1000) x line I =
REPEAT SECTION 1 FOR EACH WASTE STRUCTURE ON SITE:.
(Click on the next Structure tab shown below)
PoA (30 Day) 2./21100
®n,
203344 ft3
I355954 gallons
3,g Ibs/1000 gal.
12166.1 lbs. PAN

APR.1S.2003 10:58AM CARROLL'S FOODS NO.834 P.4/10
II. TOTAL POUNDS OF PAN STORED WITHIN STRUCTURAL FREEBOARD AND/OR 25 YRJ24
HR. STORM STORAGE ELEVATIONS IN ALL. WASTE STRUCTURES FOR FACILITY
1. Structure ID: B line m = 12165.1 lb PAN
2. Structure ID:
3. Structure III:
4. Structure 10:
5, Structure ID:
e. Structure ID:
line m = lb PAN
line m = lb PAN
line m r Ib PAN
line In = lb PAN
line m = lb PAN
n.lines I+2+3+4+5+Ss+ 12166.11bPAN
111. TOTAL PAN BALANCE REPA+%INING FOR AVAILABLE CROPS DURING 30 DAY DfIAW DOWN
PFRI00- na NOT LIST Fir-UnS TO WHICH PAN CANNOT RE APPL IFe nURING THIa 30 DAY PERIDI]_
o. tra& #
p, field #
q. crop
r, acres
r. mWninp IRR.
2 {BAN halance
(Tolrcre)
L TOTAL PAN
BAI.ANCB FOR
FIELD Ms.)
u. Applbassdnw(ndew'
1
Bermuda Grazed
5.73
265.37
5 0.8
Mar -Se
10
germuda Grazed
3.80
2 8.51
944.3
Mar -Sept
11
Bermuda Grazed
4.01
251,08
100B.8
Mar -Se
12
Bermuda Grazed
4.65
251.3911219.2'Mar-sept
1$
BerYnuda Grazed
5.28
263.52
1338.6
Mar -Sept
14
Bermuda Grazed
5,28
253.52
338.61101ar-Sept
e
15
Bermuda Grazed
8,e0
214.86
1418.1
Mar -Se
16
Bermuda Grazed
4.13
272.54
1125.6
Ma"0
17
Bermuda Grazed
4.68
278.04
1273A
Mar -Sept
2
Bermuda Grazed
4.95
268.64
12$0,3
Mar -Sept
'State current crop ending application date or next crop application beginning date for available
receiving crops during 30 day draw dawn period.
v. Total PAN available for all fields (sum of column t) = 12485.5 Ib. PAN
IV. FACILITY'S PoA OVERALL RAN BALANCE
w. Total: PAN to he land applied (line n from section 11) a 12166A Ib. PAN
POA (30 Day) 2/21YOO

APR.15.2003 10:58AM CARROLL'S FORDS
N0.834 P.5/10
x. Crop's ramaining PAN balance (tine v from section ill)
y. Overall PAN balance (w - x) e
2465.5 Ib. PAN
99 lb, PAN
Una y must show as a deficit. If line y does not show Asa deficit, list oouM of action here including pump and
haul, depopulation, herd reduction, etc, For pump & haul and herd reduction options, recalculate new PAN
based on new Information, If new fields are to be included as art option for lowering lagoon level, add these
fields to the PAN balance table and recalculate, the overall PAN balance. if animal waste is to be hauled to
another parmitted facility, provide Information regarding the herd population and lagoon freeboard levels at the
Ireceiving facility.
Irrigation onto existing spray fields will continue as weather and field conditions permit. Addltional land is
avallable for pumping If needed.
PoA (30 Dsy) W21100

Inadequate Freeboard
Page 2
Rainfall records for the past 12 months for this site up to the date of submittal (if
available)
Cropping system and PAN specified in the CAWMP. If the cropping system was not in
compliance with the facility's CAWMP, provide details of the cropping system in place
for the past 12 months.
A summary of actions taken to restore the needed freeboard in the lagoon(s) including but
not limited to removal of animals from the site, delay of restocking of animals, pumping
and hauling waste to another site (specify site), securing additional irrigation equipment,
and securing additional spray sites.
A description of water conservation measures in use at the facility and the date(s)
installed.
If the lagoon level(s) are still in violation of the facility's CAWMP and Permit, provide
an updated Plan of Action as to how the facility will return to compliance.
Provide a detailed description of the actions taken or proposed to be taken to insure that
there are no further freeboard violations at this facility.
This information must be received by the Wilmington Regional Office at the following
address no later than 10 days following receipt of this letter.
Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405-2845
Once this information is received and evaluated by the DWQ staff, a determination will
be made as to the appropriate compliance/enforcement actions to be taken. Each case will be
evaluated on its own merit. The efforts by the owner/producer to notify DWQ of the problem,
efforts made to resolve the problem once identified, and efforts proposed to prevent future
problems will be positive factors in this determination.
Nothing in this letter should be taken as removing from you either the responsibility or
liability for this non-compliance or future cases of non-compliance. if you have any questions
regarding this letter, please do not hesitate to contact our Wilmington Regional Office Staff at
[phone].
Sincerely,
4 an W. Klimek, P.E.
Director
cc: Wilmington Regional Office
Non -Discharge Compliance/Enforcement Unit
Central files

F WAr�
U RAG Michael F. Easley
Governor
co 7 William G. Ross Jr., Secretary
Department of Environment and Natural Resources
"C Alan W. Klimek, P.E. Director
Division of Water Quality
April 16, 2003
CERTIFIED MAIL.
RETURN RECEIPT REQUESTED
Murphy Farms
PO Box 759
Rose Hill NC 28448
SUBJECT: Notice of Violation
Request for Information
Inadequate Freeboard
Smith -Alderman Farm
#31-6
Duplin County
Dear Sir or Madam:
On April 10, 2003, a representative of your animal operation informed the Division of
Water Quality (DWQ) that there was inadequate freeboard in the lagoon(s) serving this facility.
This lack of adequate freeboard is in non-compliance with the Certificate of Coverage
issued to this facility on'June 22, 1998. In addition to this Notice of Violation (NOV), this non-
compliance is subject to an appropriate enforcement action by DWQ. This action can consist of
one or more of the following: a civil or criminal enforcement action; an injunction; and/or a
requirement to apply for coverage under an individual permit. The action chosen will be based
on complete evaluation of all factors that resulted in the inadequate freeboard; the actions taken
to restore the needed freeboard; and the actions being proposed to prevent the problem from
reoccurring.
To assist us in our review, please provide the Wilmington Regional Office with an
evaluation of the reasons for the freeboard violation(s) and a strategy to prevent future freeboard
violation(s). This evaluation and strategy must include but is not limited to the following:
Current Freeboard level(s)
Freeboard level records in the lagoon(s) for the past 12 months up to the date of submittal
Spraying records for the past 12 months up to the date of submittal
66E R
Customer Service: Mailing Address: Telephone [phone] Location:
1-877-623-6748 1617 Mail Service Center Fax [phone] N. Salisbury St.
Raleigh, North Carolina 27699-1617 State Courier #52-01-01 Raleigh, NC 27699-1617
An Equal Opportunity / Affirmative Action Employer
50% recycled/ 10% post -consumer paper
ht1p://h2o. enr. sta te. nc. us

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hard surface.
CONTOUR INTERVAL 5 FEET Interstate I
NATIONAL GEODETIC VERTICAL DATUM OF 1929
N. C. f
■
QUADRANGLE LOCATION
IAP COMPLIES WITH NATIONAL MAP ACCURACY STANDARDS
LE BY U. S. GEOLOGICAL SURVEY, RESTON, VIRGINIA 22092
CRIBING TOPOGRAPHIC MAPS AND SYMBOLS IS AVAILABLE ON REQUEST

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NATIONAL GEODETIC VERTICAL DATUM OF 1929 v
QUADRANGLE LOCATION
THIS MAP COMPLIES WITH NATIONAL MAP ACCURACY STANDARDS
FOR SALE BY U. S. GEOLOGICAL SURVEY, RESTON. VIRGINIA 22092
_DER DESCRIBING TOPOGRAPHIC MAPS AND SYMBOLS IS AVAILABLE ON REQUEST
•r":i�� . v'm'_ � .: . s- r ::}"''��j` ��j � �:r �..4kta �• ...Y: � �i��h: '� ?" � � `�..� � ''�Y� : aT �; ..aid � 8r

Smith -Alderman F arm
F acility # 31-6
Duplin County
i* June 12, 3001
14ki
V * 6i6a Not to Scale
Legend
4a Wooded Area
7�;F-
AnimalWaste
- Waters of
the State
Direction
of Flow
1,2,3, Sample
Swamp Locations
Sprayil
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Doctors
Creek #ram
Field
State Road
1128 —
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'044 �

Kennnsvi�lie llivisiun
ansvi�-�y-Brawxx.. Running Lagoon Level & Rainfall Report
Farm Name: 2800A" - Smith
Date Lagoon Level Rainfall(inches)
1/3/2004
22
0
1/10/2004
21
0.3
1117/2004
22
0.2
1/24/2004
22
0
1/31/2004
22
0.8
2/7/2004
21
0.54
2/14/2004
21
1.9
2/21/2004
21
1.4
2/28/2004
19
1.65
3/6/2004
21
1.65
3/13/2004
22
0.2
3/20/2004
21
0.4
3/27/2004
21
0
4/3/2004
21
0.51
4/10/2004
21
0
4/17/2004
20
182
4/24/2004
22
0
5/1 /2004
21
I.1
5/8/2004
20
1.55
5/15/2004
22
0.4
5/22/2004
21
0.9
5/29/2004
22
0.82
6J5/2004
22
0.8
6/12/2004
21
0.7
6/19/2004
21
0.8
6/26/2004
21
2.55
7/3/2004
21
1.92
7/10/2004
21
2.62
7/17/2004
21
0
7/24/2004
21
I.11
7/31/2004
21
0
8/7/2004
21
1.8
8/ 14/2004
21
2.75
8/21/2004
21
3.6
8/28/2004
21
0.6
9/4/2004
21
0.82
9/11/2004
2I
2.3
9/18/2004
21
0.72
9/25/2004
21
0
10/2/2004
21
0.45
10/9/2004
21
0
I0/16/2004
21
0.5
10/23/2004
21
0
10/30/2004
24
0
11/6/2004
22
0.3
11/13/2004
22
2.35
11 /20/2004
21
0
11/27/2004
20
2.11
12/4/2004
23
0
12/11/2004
21
0.56
12J18/2004
21
0
12/25/2004
21
0.7
Monday, July 25, 2005 Page 1
60 3OVc1 30I330 NOSc[WVS 91816ZG016 5£ :L9 600Z/9VLB

rp B..k
Kenanaville Division Running Lagoon Level & Rainfall Report
le
Farm Name: 2800A' - Smith
Date Lagoon Level Rainfall(inches)
1/1/2005
21
1.05
1/8/2005
21
0
1/15/2005
21
1
1 /22/2005
21
0
1 /29/2005
22
0.7
2/5/2005
22
0.5
2/12/2005
22
0.4
2/19/2005
22
0
2/26/2005
22
1.1
3/5/2005
22
0.97
3/12/2005
22
0.26
3/19/2005
22
0.7
3/26/2005
22
0.6
4/2/2005
21
0.6
4/9/2005
21
0,25
4/16/2005
22
1.3
4/23/2005
22
0
4/30/2005
22
0.15
Monday, Ady 25, 2005
Page 2
00 39tid 39I3d0 NOSdWVS 918T6ZS0T6 56:L0 5006/9Z/L0

zKun-'�-Bn konanEvikle Division Running Lagoon Level & Rainfall Report
Farm Name: 280013- Smith
Date Lagoon Level Rain(AU(inches)
1/3/2004
36
0
1/10/2004
31
0.3
1/17/2004
30
0.2
I124/2004
30
0
1/31/2004
24
0.8
2/7/2004
20
0.54
2/ 14/2004
25
1.9
2/21/2004
26
1.4
2/28/2004
26
1.65
3/6/2004
27
1.65
3/13/2004
34
0.2
3/20/2004
33
0.4
3/27/2004
33
0
4/3/2004
33
0.51
4/10/2004
33
0
4/17/2004
29
3.82
4/24/2004
28
0
5/1/2004
26
1.1
5/8/2004
24
1.55
5/15/2004
37
0.4
5/22/2004
38
0.9
5/29/2004
40
0.82
6/5/2004
42
0.8
6/12/2004
43
0.7
6/19/2004
49
0.8
6/26/2004
41
2.55
7/3/2004
30
1.92
7/10/2004
36
2,62
7/17/2004
49
0
7/24/2004
65
1.11
7/3IY2004
90
0
W/2004
70
1.8
8/14/2004
51
2.75
8/21/2004
36
3.6
8/28/2004
32
0.6
9/4/2004
34
0.82
9/11/2004
36
2.3
9/19/2004
40
0.72
9/25/2004
45
0
10/2/2004
60
0.45
10/9/2004
70
0
10/16/2004
76
0.5
10/23/2004
90
0
10/30/2004
96
0
11 /612004
95
0.3
11/13/2004
96
2.35
11/20/2004
93
0
11/27/2004
74
2.11
12/4/2004
45
0
12/11/2004
39
0.56
12/18/2004
4d
0
12J25/2004
43
0.7
!Monday, July 25. 2005
Page 3
ie 39tid
30Idd0 NOSdWVS
9i8i6ZS0I6 96:L0 S60Z/9ZIL9

nlurph- -Bruw —
Running
Lagoon Level & Rainfall Report
Nenansville Division
Farm Name:
2800B - Smith
Date
Lagoon Level
Rainfall(inches)
1/1/2005
46
1.05
1/8/2005
60
0
1/15/2005
56
1
1/22/2005
54
0
1/29/2005
56
0.7
2/5/2005
55
0.5
2/12/2005
55
0.4
2/19/2005
53
0
2/26/2005
50
1.1
3/5/2005
46
0.97
3/12/2005
45
0.26
3/19/2005
43
0.7
3/26/2005
42
0.6
4/2/2005
40
0.6
4/9/2005
40
0.25
4/16/2005
36
1.3
4/23/2005
38
0
4/30/2005
38
0.15
Monday, July 25. 2005
Page 4
Z0 30dd 30I330 NOSdWVS 9I8I6ZS0i6 96:L0 S00Z/9Z/L0

Kenan vffle Division � Running Lagoon Level & Rainfall Report
Farm Name: 3067 - Alderman
Date Lagoon Level RainfkWinches)
1/3/2004
21
0
1/10/2004
24
0.3
1/17/2004
23
0.2
1/24/2004
22
0
1/31/2004
23
0.8
2/7/2004
21
0.54
2/14/2004
20
1.9
2/21/2004
20
1.4
V28/2004
19
1.65
3/6/2004
22
1.65
3/13/2004
22
0.2
3/20/2004
21
0.4
3/27/2004
22
0
4/3/2004
26
0.51
4/10/2004
26
0
4/17/2004
22
3.82
4/24/2004
24
0
5/ 1 /2004
22
1.1
5/8/2004
21
1.55
5/15/2004
22
0.4
5/22/2004
22
0.9
5/29/2004
26
0.82
6/5/2004
25
0.8
6/12/2004
24
0.7
6/19/2004
24
0_8
6/26/2004
21
2.55
7/3/2004
25
1.92
7/10/2004
26
2.62
7/17/2004
28
0
7/24/2004
31
1.11
7/31 /2004
31
0
8/7/2004
42
1.8
8/14/2004
50
2.75
8/21/2004
45
3.6
8/28/2004
46
0.6
9/4/2004
44
0.82
9/11/2004
44
2.3
9/18/2004
44
0.72
9/25/2004
44
0
10/2/2004
42
0.45
10/9/2004
42
0
10/16/2004
42
0.5
10/23/2004
42
0
10/30/2004
46
0
11/6/2004
46
0.3
11/13/2004
46
2.35
11/20/2004
44
0
11/27/2004
50
2.1I
12/4/2004
65
0
12/11/2004
60
0.56
12/18/2004
56
0
12/25/2004
63
0.7
Monday, MY 25, 2005
Page 5
0£ 39tid
30IdJO NQSdWVS
9T916ZS0i6 S£ :Le 500Z/9Z/L0

.I y
��'a,;Y i-ion � Running Lagoon Level & Rainfall Report
Farm Name: 3067 - Alderman
Date Lagoon Level RaWfall(inches)
1/1/2005
62
1.05
1/8/2005
52
0
1/15/2005
51
1
1/22/2005
51
0
1/29/2005
51
0.7
2/5/2005
50
03
2/12/2005
49
0.4
2/19/2005
51
0
2/26/2005
48
i.l
3/5/2005
47
0.97
3/12/2005
47
0.26
3/19/2005
46
0.7
3/26/2005
46
0.6
4/2/2005
46
0.6
4/9/2005
46
0.25
4/16/2005
44
1.3
4/23/2005
46
0
4/30/2005
46
0.15
M-dsy. July 25, 2005
Page 6
TE 39VcI 30I330 NOSdWVS 9TB16Z58TG 5E:L0 SBBZ/9Z/L0

Form IRR-2
REPORT DATE:
FARM 1 Field 4
Fields Size (acres) = (A)
FARM OWNER:
Owner's Address
Owner's Phone
Crop Type
Laaoon Irriaatlon Fields Report
7/25/2005 One Form for Each Field per Crop Cvcle
2800 - SMITH & ALDERMAN i �01-SG COMPLEX: ROSE HILL DIVISION
L . -� O
5.37
Irrigation Operator
785 HWY 24150 Imgallon Operator's
WARSAW �NC 20398� Address
(910)`29�1800 Operator's Phone
From Waste Utilization Plan
SMALL GRAIN 9114130 —� Recommended PAN j 5Q �1j 0501000 lI
Loedina tftlelacref = [Bf
T (1)
(2)
_(3)
(4)
(5)
(6)
(7)
(81
_(9)
(10)
(11) First Crop
(11) Double Crop
I NlVogen Balance
Date Start End Total p of Sprinklers Flow Rate Total Volume Volume Waste Analysis PAN Applied Nitrogen Balanoe
mmlddlyr
Time
Time
Minutes
Operating
per Acre
PAN
(lbslacre)
(lbs/acre)
(gallmin)
(gallons)
(gal/acre)
(lbs11000 gal)
(lbslacxe)
Before 09U0112005
Alter 09/01/2005
(3)(2)
(6)x(5)x(4)
71(A)
See (9)Below
(8)x(9N1000
'See (11) Below
'See (11) Below
10/9/2004
3AD PM
4:32 PM
52
1
700
36,400
6,778
0.95
6.44
43.56
0.00
10112J2[iO4
4:40 PM
5:58 PM
78
1
70D
54,6W
10,16a
0.95
9.66
t 33.90
0.00
10f2112004
+ 25.25
+ 22.15
0.00
0.00
1.30 PPot
5:00 PM
210
1
233 48,930 9,112 0.95
233 17,475 3, 254 0.95
6.86
10/2212004
8:00 AM
9:15 AM
75
1
3.09
HOURS LEFTTO PIMP »/,q� [6 f+) NUTHIENr NEED
ON ENTIRE FIELD USING THE ��o112oD5_: CROP CYCLE TOTALS (-j NUTRIENT EXCESS
CUFIRMISAMPLE AalUYM _0.0 After i 09/01/2005 I
— HDURS LEFT 10 PUMP -®union shoUd be taken when using 1Hs eshmele as n appear w Hero! This Is an asllm ole and faclors such as changes ih apphcabon rates igpm) and fhuluabons In lagoon analysis (especially during vinikv months)
Trey cause it to ba iroorredl Failure to slaw farsuah changes can reuse over appbcaaunsl
(9) NCDA Waste Analysis or Equivalent or NRCS Estimate, Technical Guide Section 6
(II)Eniaf the value redeved by subtracting oolumn (10) from (B). Continue
subtrad rig column (10) form column (11) following each irrigation eve
Owner's Signature
Certified Operator (Print)
Operators Sl9nature
1 Of 1

Form IRR-2 Lagoon Irrigation Fields Report
REPORT DATE: 7/25/2005 One Form for Each Field leer Crop Cvcle
FARM I Field tw 280D - SMITH 8 ALDERMAN _ 02-SG COMPLEX: i— — ROSE HILL DIVISION
Fields Size (acres) = (A) ' 4.59 _
FARM OWNER: Irrigation Operator iNIA
Owners Address 1705 HWY 24150 Irftgation Operator's
;WARSAW NC 128398 Address --
Owner's Phone (910)-296r1800�_ Operator's Phone d .
From Waste Utilization Plan
SMALL GRAIN 9/1-4/30 T Recommended PAN
Crap Type Loading (lbslacre) = (B)
�o --.�--o5o066 -- �
(1j
(2)
(3) _
(4)
_.. _ 45)
(6)
(T) _
(8)
(9) _ _
00)
(11) First Crop
(11) Double Crop
Date
..
Start
End
Total
0 of Sprinklers
Flow state
Total Volume
Volume
Waste Analysis
PAN Applied
Nitrogen Balance
Nitrogen Balance
mrnlddlyr
Time
Time
Minutes
Operating
per Acre
PAN
(lbslacre)
(lbslacre)
(gaftlin)
(gallons)
((gallaare)
pbs/1000 gal)
(Ibslacre)
Before 09101/2005
After 09/01/2005
(3)-(2)
(6)x(5)x(4)
7J(A)
See (9) Below
(Nx(9)+1000
*See (11) Below
'See (11) Below
10/912004
4:32 PM
517 PM
45
68
1
700
31,500
6,863
-
0.95
-
6.52
+ 43.48
0.00
10d12J2004
5:58 PM
7,06 PM
1
700
47,600
27,960
10,370
6.092
0.95
0.95
—0.95i
9.85
5-79
8, 68
+ 33.63
+ 27.84—
+ 19.16 —
OAp
0.00
— 0.00
j
10/22J2004
9:30 AM
12:00 PM
11:30 AM
3:00 PM
120
1
233
10122l2004
f 80
1
233
41,940 9,137
HOURS LEFT TO PUW 0910gn,wu al f+) NUTKX:KT NEED
oWEurINEFlElnUSING THE 8.8 before CROP CYCLE TOTALS (-)NUrRIENTF-XMS
CURRENT SAMPLE ANALYSIS 0.0 After 09/o1 ima5
"' HOURS LEFT TO PUMP "' - ©ullon shoul4 be laker when using ends *suede as II approaches asrd This Is an eMrnots and Isctors such as changes Ia ap13rKmb0A rates (gp(n) and flualustlms In )apaon anolyl s (especially during winder monihs)
may cause II to be ihcnrredl Failure r4 allow for auch dtanpas can Cause over apprIcapoos!
_ (9) NCDA Waste Analysis or Equivalent or NRCS Estimate, Technical Guide Section 6
(11)Ente1 the value recieved by subtracting calumn (10) from (B). Continue
subtracting column (10) form column (11) follMng each irrigation eve
Owner's Signature
Certified Operator (Print)
Operator's Signature
0
1of1

Form IRR-2
Lagoon Irrigation Fields Report
REPORT DATE:
7/25/2005 One Form for Each Field per Crop Cycle
FARM I Field IV
, 2B S00 MITH a ALDERMAN,_ 03-SG
COMPLEX: �_ --
ROSE HILL DIVISION
—
— J
Fields Size (acres) = (A)
�T 4.59
FARM OWNER:
Irrigation Operator
NIA —
I
Owner's Address
i785 HWY 24/50 Irrigation Operator's
WARSAW NC 28Add 3� ress
i
!
Owners Phase
'(910)_296 1800 Opera6ara Phone
— -----
-- -- --
--i
From Waste Utilization Plan
Gap Type
- SMALL GRAIN 9/1-4130
F
Recommended PAN
Loading (Ibslacxe) = fBl
50
0—5Q1000—
-(1)
(2)
(3)
(4)
(5)
(6)
(7)
(6)
(9)
(10)
111) Flrs( Crop
01) Double Crop
Date
Start
End
Total
it of Sprinklers
Flow Rate
Total Volume
Volume
Waste Analysis
PAN Applied
Nitrogen Balance
Nltrogen Batanoe
mmlddlyr
Time
Time
Minutes
Operating
per Acre
PAN
Qbs/acre)
(lbs/acre)
(gal/min)
(gallons)
(gal/acre)
(lbs11000 gar)
(lbs/acre)
BeNre 09tolI12605
After D9/0112005
(3){2)
(Bps(5)x(4)
7/(A)
See (9) Below
(8)x(9u1000
`See (11) Below
'See (11) Below
1(19/2004
5',17 PM
6:00 PM 1
43
64
210
1
1 - !
1
700
30,100
6,558
0.95
6.23
43.77
0,00
1011?/2004
7:06 PM
8:10 PM
700 44,600 9,760
0.95 9,27 + 34,50
0.00
0.00
1CVM_ 004
, 9:OO AM
1230 PM
233 48,930 10.660
0.95 10.13 + 24.37
"OURS LEFT TOPUW t3A Before O9JQ1i�005 I e[a,of� LO (1)NUTRIENTNEE)
IDN ENTIRE FIELD USING THE _� CROP CYCLE TOTALS {-) NUTRIENT FJ(CESS
CURRENT SMIPLEANALYSIS 0.0 After 1 Q910112005 1
—HOURS LEFT 10 PUMP --caution should betaken stun ufrng Ihls @%ornate as it appaaches aerol This is an estlrnate anti Isciors such as changes in ap$caho» rely (gpro) and Auctuallans In lagoon aretysa lifpedalry during winder rnonliss)
nvy cawe H la be laccinWi ranure to apow for such ch inpes can cause over applicationsl
(9) NCDA Waste Analysis or Equivalent or NRCS EsUrnale, Technical Guide Section B
(11)Enter the value redeved by subtracting column (10) from (B). Continue
subtracting column (10) form column (11) following each irrigation eve
Ovmer's Signature
Certified Operator (Print)
Operaloes Signature
1of1

Form IRR-2 Laaoon Irrililation Fields Report
REPORT DATE: 7125/2005 One Form for Each Field Der Crop Cvcle
FARM 1 Field 4 2130D - SMITH $ ALDERMAN 04-SG COMPLEX: 1_ROSE HILL D1VIS1ON� 7
Fields Size (acres) W (A) 5.51-
FARM OWNER: IMgation Operator ,NIA —
Owners Address 1705 HWY 24150 Irrigation Operator's
WARSAW _ INC 2839r3� Address
Owners Phone (910}-295-1800 Operators Phone 0 From Waste Utilization Plan
SMALL GRAIN 9/1-4/30 Recommended PAN
Crop Type I j Loading (lbslacre) = (B)
Date Start End Total it of Sprinklers Flow Rats Total Volume Volume
mmlddlyr Time Time Minutes Operating per Acre
(gal/min) (gallons) (gallacre)
10I812004
2:45 PM
3:02 PM
9:54 AM
17
54
1
1
710 12,070
2,191
10191Z004
9:00 AM
710 38,340
233 20,970
6,958
3,806
10i1212004
3:30 PM
5:00 PM
90
1
1012WO04
1:00 PM
5:00 PM
240
1
233 56,920
10,149
050/000
(9) ,_.^-(10)
_ _(11)
First Crop
01) Ooluble Crop
Waste Analysis
PAN Applied
Nitrogen Balance
Nitrogen Balance
PAN
(lbslacre)
(lbslacre)
(lbs11000 gal)
pbs/acre)
Before 091D112D05
After 09101/2005
See (9) Below
(8)x(9y1000
'See (11) "aw
'See (11) Below
1.51)
3.29
* 46.71
0.00
0.95
6.61
+ 40.10
0.00
0.95
3.62
{ 36.49 T
— 0.00
0.95
9.84
26.85
0.00
"OURS LER To PUMIP 111 Before 0910112005� i[r'xnr 13 (4)NUTRIENT NEED
ON ENTIRE FIELD UVINo THE CROP CYCLE TOTALS
GURRENT SAWLE ANALvs19 O.D After 09101I20D5 (-) NUTaIr nrr EXCESS
— HOURS LEFT TO PUMP --sullen sho4ld be taken vAen uslrn Ols eslirrale as it approaches =0 This Is an estimate and lhacbm such as changes In application rates (gpm) and fluctuetiorss in lagoon analysts tespKiatly dwing vrinter nmft)
nW cause It to be Ineorradl Failure to allow lot ouch drangn mn muse over applications]
(9) NCDA Waste Anaiysis or Equivalent or NRCS Estimate, Technical Guide Sercllon 6 Owners Signature
(11)Enter the value recieved by subtracting column (10) from (8). Continue Certlfled Operator (Print)
subtracting column (10) form column (11) following each Irrigation eve Operators Signature
1 01 1

Form IRR-2
REPORT DATE:
FARM 1 Field 0
Fields Size (acres) = (A)
FARM OWNER:
Owner's Address
Owners Phone
Laaoon Irrigation Fields Report
7/25/2005 One Form for Each Field per Crop Cvcle
2800 - SM1TH 8 ALDERMM !_ 05SG
i 4.41 1
COMPLEX:
Irrigation Operator WA
7a5 HWY 24150 Irrigation Operators
_WARSAW _ NC 28398 = Address
(910)-298.1800 Operators Phone 9
From Waste Utilization Plan
Crop Type SMALL GRAIN 911-Ann Recommended PAN r_. rrp
Loading ([bslacrey = tss
r
(1) (2) (3) (4) (5) (6) (7) (8) _
Date Start End Total 0 of Sprinklers Flow Rate Total Volume Volume
mmlddlyr Time Time Minutes Operating per Acre
(gallmin) (gallons) (gal/acre)
10/8/Y004
1DM/2004
3:02 PM
3:16 PM
14
1
710
710
9,940 2,254
9:54 AM
9:30AM
10.38 AM
11:30AM
3:00 PM
44
120
180
1
31,240 7,084
27,960 6,340
41.940 9,510
1V,22n004
Y 1
233
10122/2004
12,01) PM
1
233
ROSE= HILL DIVISION --
(9)
(i0)--(11)FirsfCrop
(11) Double Crop
Waste Analysis
PAN Applied
Nitrogen Balance
Ntlrogen Balance
PAN
(lbslacre)
(lbslacre)
(lbs11DD0 gal)
(lbslacre)
Before 091D1/2005
After 09101/2005
See (9) 8elow
(8)x(Sy1000
'See (11) Below
-See (1 t) Below
1.50
3.38
+ 46.62
0.00
0.95
6.73
+�39.89
0.00
0.95
6.02
+ 33.67
0.00
0.95
9.03
+ 24.83
0.00
HOURS LEFT TO PUtW 9.2 Before ( D910 � 11 r,000 CROP CYCLE TOTALS 25 '(y NUTRIENT NEEo
ON ENTIM FIELD UstNG THE t-) NUTRIENT EXCESS
CURRENT SAMPLE swxLYMS D.D After �D9101/2005
"' HOURS LEFT TO PUMP — - cat ian thauld be taken, *Nm using On esGnule as ;1 approaches zero( TNa is an esfunale rid faclon 5"ch as changes)n applicMian rates (gpm) and flucWnons in Ia9D0n analysis (isspepary during WnEQi (ninths)
way muse it m be inemecil Fallure to allow rrr such changes can cause over appkatlanal
(9) NCDA Waste Analysis or Equivalent or NRCS Estimate, Technical Guide Section 6 Owners Signature
(11)Enter the value reeieved by subtracting column (10) from (8). Continue Certified Operator (Print)
Subtracting column (10) form column (11) following each irrlgatlon eve Operators Signature
1 of l

Form IRR-2
REPORT DATE:
FARM l Field 4
Fields Size (acres) = (A)
FARM OWNER:
Owners Address
Owners Phone
Crop Type
Lagoon Irrigation Fields Report
7/25/2005 One Form for Each Field Der Croo Cvcle
2800 -SMI7H 8 ALDERMAN �SG
4.41 ?
COMPLEX: ROSE HILL DI' ISION -
-..T
Irdglatlon Operator N)A
785 NWY 24150 Irrigation Operator's
_
WAFtSAW - _ NC 28390 Address —
1(910}296.1800 i Operators Phone I_
_ From Wastes Utilization Plan
SMALL GRAIN 9/IA/30 Recommended PAN
Loedino (ibslacaal = R4l
050/000 T
(1)
(2)
(3)
(4)
(5)
(6) -
(7)
(8)
(9)
(10)__
(11) Flrst CropFAfter
ouble Crop
Date
Start
End
Total
fi of Sprinklers
Flow Rate
Total Volume
Volume
Waste Analysis
PAN Appiled
Nitrogen Balanceen
' alanoe
mmlddlyr
Time
Time
Minutes
Operating
per Acre
PAN
(lbslacre)s/acre)
(gallmin)
(gallons)
(gal/acre)
pbs11000 gal)
(lbslacre)
Before 09/01/2005OW1/2005
(3142)
(6)x(5)x(4)
71(A)
See (9) Below
(8)x(9j11000
'See (11) Below
'See (1f) Below
1002004
3:16 PM
3:30 PM
14
1
710
9,940
2,254
1.50
3.38
46.62
0,DD
10:38AM
1
710
30,530
6,923
0,95
6.58
+
40.04
0.00
ICIOW2004
11:21 AM
43
1:30 PM
2a3
4$,930
0.95�
10.54
+
29.50
D,DQ
10/21=04
5:00 PM
210
1
11,095
8:00 AM
9:15 AM
___..
+
0.00
10/22/2004
75
1
233 17,475
3,963
0.95
3.78
25.74 �
+
HDURS LEF1 TO PUMP 8 5 Before 0910 05 L 1R� J CROP CYCLE TOTALS L „2 �1 �I NurRIENr NEED -
ON EN"RE FIELD USING THE
(iNUTfuEHT EzcFsS
CU IRENI &AWLEANALYSIS 0.0 After 09/01/2005
'" HOURS LEFT TO PULP -- cautlah shwhl be taken when using this ash bt as It approaches twor This is an esilm" and raclnra such as dnaRgln In application rates (gprn) and Ilutiielagoon tlons in analysis (especially dng unvAr4K rroMha
f'1'rsant It lobe Inoonectl Failure to ailoerror suCh changes can cauu war appliratlonsr )
(9) NCDA Waste Analysis or Equivalent or NRCS Estimate, Technical Guide Section 6 Owner's Signature
(11)Enter the value relieved by Subtracting column (10) from (8). Continue Certified Operator (Print)
subtracting column (10) form column (11) honouring each irrigation eve Operator's Signature
1 0(1

Form IRR-2
REPORT DATE:
FARM 1 Field 4
Flelds Size (acres) = (A)
FARM OWNER:
Owners Address
Owners Phone
Lagoon Irrigation Fields Report
7/2512005 One Form for Each Field oer Cron Cvcie
2800 - SMITH a ALDERMAN 07-SG
4.32
Irrigation Operator !NIA
Irrigation Operator's I
^ NC 28398 Address '
Operators Phone #
From Waste Utilization Man
Crop Type I SMALL GRAIN9/1-4130 i Recommended PAN 50
! nmlinn nmhaivat = M1 ,
COMPLEX: i.
HWY 24150
1(910).29 -ISD0 I
ROSE FALL DIVISION_
(fl---,-..__--
(2)
(3)
(4)
(5) _.._-..
_ (6)
(7)
(8)
(9)
(10)
(11) First Crop
(11) Double Crop
Nitrogen 6atanoe
Date Start End Total A of Sprinklers Flow Rate Total Volume Volume Waste Analysis PAN Appiied Nitrogen Balanoe
mm/dd/yr
Time
Time
Minutes
Operating
per Acre
PAN
(Ibslacre)
((bs/acre)
(gal/min)
(gallons)
(gatlacm)
(lbs/1000 gal)
(1bs/acre)
Beforl3 09101IM05
After 09/01/2005
(3)-(2)
(6X5)x(4)
7/(A)
See (9) 0e1OW
(8)K(9)11000
*See (11) Below
'See (11) Below
1(/812004
3,30 PM
3:43 PM
13
1
710
9,230
2,137
1.50
3.20
+ 46.80
0.00
10/9/2004
12:04 PM
--- 43
1 T..
710
30,530
7,067
0.00
0.00
11.21 AM
0.95 6.7! r 40.08
0.95 12,30 + 27.78
10/2112004
9:00 AM
1:00 PM
240
1
233 55,920 12.944
HOURS LEFT TO PUMP 22 9.D Before 10910112005 +) NLTRIENT NEED
ON ENnRE RELD USING THE CROP CYCLE TOTALS (-) NUTRIENT EXCESS
CURRENT SAh4PLEMIALYSrS _0.0 Auer 09/0112005
— HOURS LEFT TO PUMP'•• - caution should be taken *hen using Ihls estimate as it ap➢roadi" natal ITk Is an estovila and factors such as changes in application rates (gpm) and auoluations in lagdon analysis (especially duing nlnlet nwnihs)
=y cause rl to bebicarmclt Falure to allow for such change can cause over applicalions(
(9) NCDA Waste Analysis or Equlvalent or MRCS Estimate, Technical Guide Section 6 Owner's Signature
(11)Enter the value realeved by subtracting column (10) from (B). ConUnue Certified Operator (Prinl(
subtracting column (10) form column (11) follawing each irrigation eve Operators Signature
11 Of 1

Form IRR-2 Laaoon Irriiaation Fields Report
REPORT DATE: 7/25/2005 One Form for Each Field Der Crop Cvcle
FARM 1 Field # 2800 - SMITH & ALOE COMPLEX:
Fields Size (acres) = (A) 4.00
FARM OWNER: Irrigation Operator .N/A
Owner's Address 785 HWY 24150 Irrigation Operator's
IWARSAW _ INC 283% Address
Owner's Phone (910r29Fr1800 Operabes Phone # — From Waste 1,1511zalion Plan
SMALL GRAIL 9/1-4/30 Recommended PAN
I
�P Tye Loading (lbslacre) = (13)
ROSE HILL OfVISION
50 --T-,-050/000
(1) . _...
(2)
(3) -._.
(4)__ ..
(5).. _
(6) -..
(7) ..
48)
—.. (9)
00) —
(11) First Crop
(11)17oubie Crop .
Nitrogen Balanoe
Date Start End Total p of Sprinklers Flow Rate Total Volume Volume Waste Ans"Is PAN Applied Nl"gen BalarKB
mmlddfyr
Time
Time
Minutes
Operating
per Acne
PAN
(IbslacrO
(lbslacre)
(gallmin)
(gallons)
(gallaore)
(lbs11000 gal)
(lbslacre)
Before 09101/2005
After 09P0112005
(3)-(2)
(6)x(5)x(4)
71(A)
See(9)Below
(6)x(9y1000
`See (11) Below
'See (11)Below
10IM04
3:43 PM
12:04 PM
3,56 PM
12:43 PM
13
1
710
9,230
2,307
1.50
3.46
+ 46.54
0.00
10I912004
39
60
1
1
710
233
233
27,890
13,980
52,425
6,923
3,495
13.106
0.95
0.95
6.58
3.32
12.45
+ 39.96
+ 36-1i4
i 24.19
0.00
0.00
—0.00
10/1�JR004
4:D0 PM
5:00 PM
10120/2004
9:15 AM
1:00 PM
225
1
0.95
HOURS LEFT TO PLIW iUa,.ua tC (►) NUFRlEN1Ef(CEss
N7 NEED
�Nc ON ENME �O uslTHE 7.3 Before 0 2005 :: CROP CYCLE TOTALS NUfRI
CURFMNISALEANALYSs9 —tl.� After 09/0112005- (•j
MP
— FLOURS LEFT TO PUMP — - cullon should be taken when uclrQ IhN es"te as it epproactw carol TN& is an eshmate and Mcicm such w changes In application rates (gpm) and fluduattans in lagoon analysis (especially Outing winter months)
rnnyause It lobe incen I Failure eo allow for such changes can muse orar applirahonsl
19) NCDA Waste Analysis or Equivalent or NRCS Estimate, Technical Guide Section 6
(11 Writer the value reoieved by subtracting column (10) from (B). Continue
subtracting column 110) form column (11) following each irrigation eve
Owner's Signature
CeFlifled Operator (Print)
Operator's Signature

Fonn IRR-2 Lacioon Irrl4ation Fields Retort
REPORT DATE: 7/25/2005 One Form for Each Field per Crop CVCIG
FARM I Field 9 28M - SMITH & ALDERMAN j 09-SG COMPLEX: �— R6SE HILL 01V1SION
Fields Sire (acres) = (A) 1.40
FARM OWNER: Irrigatlon Operator NIA
Owners Address `785 HWY 24150 Irrigation Operator's
WARSAW T�NC 28398� Address — — — — — — ---
Owners Phone (910)-29&1800 Operator's Phone #
From Waste Utlllzation Plan
SMALL GRAIN 9/1-4/30 Recommended PAN — —Sp Ob0/000 --1
Crop Type Loading (Ibs/acre) = (9 + 1
(1)
Bate
mm/dd. yr
(2)
Start
Time
(3)
End
Time
(4)
Total
Minutes
(3}(2)
(5)
tF of Sprinklers
Operating
(6) (7)
Flow Rate Total Volume
(gailmin) (gallons)
(6)x(5)x(4)
(8)
Volume
per Acre
(gallacre)
71(A)
(9)
Waste Analysis
PAN
(lbs/1000 gal)
See (9)8elow
(10)
PAN Applied
(Ibslacre)
(8)x(9)l1000
(11) First Crop
Nitrogen Balance
(lbs/acrs)
Before OW0112005
'See (11) Below
(11) Double Crop
Nitrogen Balance
(lbslaae)
After 09101/2005
'See (11) Below
10/7/2004
11:00 AM
11:09 AM
9
1
700
6,300
4,500
0.65
2.92
+ 47.08
0.00
0.00
0.00
10 a%6
100 AM
10:0e AM
8
1
700
5,600 4,000
1.50
6.00 + 41.07
10l27t2004
9:00 AM
10:30 AM
90
1
233
20,970 14,979
2.10
31.45 + 9.62
HOURSLEFTTOPUMP — �c,ar� ryu 1.7nurrcrrnr n�u
o,a 9afore o�/alr2oo5 CROP CYCLE TOTALS
OHENTgtEFIELDIISIMOTHE -. -_ iNUTWNTEXCESS
GURRFW lAMPLEANALYM ( 0.0 After L 0910112005�
— HOURS LEFT TO PUMP '^. raullan should be taken when using INS eslirtale ad It ipProaches zero! This Is an eslbrtate and fadora such m dsangac in appNcabon r04s (Mon) and Auchmdons in Lagoon analysie (aspeciaRy dung winter marms)
may moo it to Oelnoaff ct! Fallum to allow fur such changes can cause ovw eppIk3llmal
(9) NCOA Waste Analysis or Equivalent of NRCS Estimate, Technical Guido Section 6
(11)Enter the value recieved by subtracting column (10) from (B). Conilnue
subtracting column (10) form column (11) following each irrigation eve
Owners SiWwtufs
Certified Operator (Print)
Operator's Signature
1 Of 1

Form 1RR-2 Lacioon Irrigation Fields Report
REPORT DATE: 7/25/2005 One Form for Each Field per Cron Cvcle
FARM ! Field p 2800 SMITH $ALDERMAN 1aSG COMPLEX: ROSE HILL DIVISION
-- --
Fisids Size (acres) = (A) 3.80
FARM OWNER: IrrIgation Operator TWA
Owner's Address 785 HWY 24150 Irrigation Operator's j — —
•.WARSAW —=G 2839rl Address — T
Ownees Phone (910}29ti-1800 I Operations Phone # — — — —_
From Waste Utilization Plan
Crop Type
' SMALL GRAIN 9/1-4/,' �} Recommended PAN 50�� T
i I narrinn Ahalan►w1 n rA1 I I
(1) (2)......_ (3) (4) (f._ {ti) trl .. tot —
Date Start End Total # of Sprinklers Flow Rate 'Total Volume Volume
mmlddJyr Time Time Minutes Operating per Acre
(gallmin) (gallons) (gallacre)
10r712D04
11:09 AM
11:36 AM
27
25
1
1
1
700
700
233
18,300
17,500
55,920
4.974
4,805
14,716
1018I2004
10/2512004
10:08 AM
1033,AM
1:OD PM
5 :00 PM
240
0501000
_ (91 —
(10) —
(11) First Crap
(11) Double Crop
Waste Analysis
PAN Weed
Nitrogen Balance
Nitrogen Uanoe
PAN
(lbslacre)
(Ibafacre)
(1bs/1000 gal)
(Ibelacm)
Before OWOV2W
After 09101I2005
See (9) Below
(8)x(9y1000
'See (11) Below
"See (11) Below
0.65
3.23
+ 46.77
0.00
1.50
6.91
* 39.W-
0.35
13.96
* 25.88
0.00
HOURS LEFT TO PUMP 7 4 ' i3ebfe 091D112005 ' `" (k) NUTRIENT NEED
On ENTIRE FIELD USNO THE ;__..__....• _ 1 CRAP CYCLE TOTALS (.) NUTRIENT EXCESS
CURREHrSAA LEAKALYSIS j 0.0 After : MY0112005
"' HOURS LEFT 70 PUMP '^ cawim should be takan wtwn using Ihls estimate w it epp vaahas rep! This is an esUfl a and factors such as diary In appllcallon rates (porn) and Auctuagons In lagoon avafVsis (espwialry Airing rintai roams)
nay cause A to be Inoarradl Faitwe to allow Tor such changes ran camas ovw appllcelionsf
(9) NCDA Waste Analysis or Equivalent or NRCS Estimate, Technical Guide Seem 6 Owner's Signature
(11)Enter the value recieved by subtracting column (10) from (B). Continue Cerd(1ed Operator (Print)
subtracting Column (10) form column (11) follaaing each irrlgatlon eve Operators Signature
1 of 1

Form IRR-2
REPORT DATE:
FARM l Field 0
Fields Slur (acres) = (A)
FARM OWNER:
Owner's Address
Owner's Phone
Crap Type
Lagoon Irrioatlon Fields Report
7/25/2005 One Form for Each Fleld per Crop Cvcle
2800 - SMITH & ALDER_1k N 11-SG�
4.01
COMPL.U. ROSE HILL DIVISION —
Irrigation Operator WA
786 HWY 24150 Irrigation Operator's ---
NC 129398 ; Address
(910}29t's1800 Operator's Phone
~ From Waste Utilization Plan -
- SMALL GRAIN 9/1-4130 Recommended PAN —50 �--(—'
I n2Aine rRto)annl a fR1 j
11) (2) 43) (4) _ (5) (6) (7) (6)
Date Start End Total ff of Sprinklers Flow Rate Total Volume Volume
mmlddlyr Time Time Minutes Operating per Acre
(gaVmin) (gallons) (gaVacre)
IV/2004
11:36 AM
12:04 PM
28
25
1
700 1 19,600 4.880
101NO04
10:33 AM
10:58 AM
1
700 17,500 4,364
1012612004 i
9,30 AM
1230 PM
180
1
233 41,940 10,459
050/000
(y)
(1u) _
(11) First Crop
01) Double Crop
Waste Analysis
PAN Applied
Nitrogen Balance
Nitrogen Batanoe
PAN
(lbslacre)
(lbs/acre)
(lbs110Wga1)
pbalacre)
Before 0910112W
After 09/01/2005
See (g) aelow
("(9y1000
'See (11) Below
'See (11) Below
0.65
3.18
+ 46.82
0.00
1.50
6.55
40,28
0.00
— 0.00 —
— 0.95 9.94
+ 30.34
NIDr"LBFTTQPVIW r�,sJvu lU (�)NtfrMr. rNEED
ON ENi1iE MO UMNC THE 9.2 Before 091o112a05 CROP CYCLE TOTALS
NUTRIENT EXCESS
Ct)RR9tT SAMPLE ANALV93 0.0 After 09101=05
HDURS LEFT T4 F4J P ^' - raurion should be taken when using this essmete as N appimiches aerol TNs i$ an ornate and factors such as dunges In apollcation riles (gprn) and nucwuons In legman aadysie (eapedalty dudng vAnter mardhs)
may CW&a it to be kvxvredl Failure to allow for such finings ©n cause over applications!
(9) NCDA Waste Analysis or Equivalent or NRCS Estimate, Technical Guide Section 6 Owner's Signatum
(I I)Enter The value recieved by subtracting column (10) from(B). Continue Certified Operator (Print)
subtracting column (10) farm column (11) following each irrigation eve Operator's Signature
loft

Farm IRR-2
Laaoon Irrlaation Fields Report
REPORT DATE:
7/25/2005
One Form for Each Field oer Crop Cycle
FARM 1 Field IN
_ 2800 - SMITH & ALDERMAN 12-SG COMPLEX:
ROSE HILL DIVISION _—
Fields Size (acres) _ (A)
4.86
FARM OWNER:
IMgakm Operator N/A
—
Owner's Address
785 HWY 24150
Irrigation Operator's
--�'
WARSAW
NC 28398 Address
Owner's Phone
1(910j-296.1800 j
Operator's Phone N
— —
From Waste Utilization Plan
Crop Type
SMALL GRAIN 911-4/30 Recommended PAN
so --
0mmo
Loading (lbsfacre) = B
(1) (2) - -
(3) (4)
(5) _ (6) (7) (8) (9)
(10) _
(11) First Avg
(11) Double Crop
Date Start
End Total
# of Sprinklers Flow Rate Total Volume Volume Waste Analysis
PAN Applied
Nitrogen Balance
Nitrogen Balance
mmlddlyr Time
Time Minutes
Operating per Acne PAN
(Ibslacre)
pbstacre)
(gal/min) (gallons) (gallac re) (lbs/1000 gal)
(lbs/acre)
Bekwe OM112005
After owol 2005
(3}(2)
(6)x45)x(4) 7/(A) See (9) Below
(8)x(9V1000
'See (11) Below
'See (11) below
1QU12004
12:04 PM
12:38 PM
34
1
700 23,800 4,897
0.65
3.18
+ 46.82
0,00
1OW004
10:58 AM
11:29 AM
31
1
700 21,700 4,465
- 233 48,930 10,068
1.50
2.10
6.70
21.14
+ 40.12
+ 18.96
0.00
_ 0.00 —
1012612D04
1:00 PM
4:30 PM
210
1
HOLMS LEFT TO PUMP I' tsa,q 7u fl •{sl NUTRIENT NEED
ow ENTIRE Fte o USING THE a 1 Before l, 0910112005 '' CROP CYCLE TOTALS
cU tRI=NT SAW4ZAPIALYSIS _ 0.0 After 09r01R005 {•) NUTAIENTFJICESS
••• HOURS LEFT TO PUMP "` - caution should be taken vAen using INS esbn]dle as it approaches z=1 This is an cotarate and lacW3 such as changes in appilcalim rates (gpf) and tluclvasons In lagoon analysts (esped0y during edntei ffw hs)
fey muse It to be inoonM! Failure to allow for such changes ban muse over Wiabcabonsl
(9) NCOA Waste Analysls or Equivalent or N RCS Estimate, Technlcal Guide Section 6 Owner's Signature
(11)Enter the value recieved by subtracting column (10) from (a). Continue Certified Operator (Print)
subtracting column (10) form column (11) following each inigation eve Operator's Signature
iofl

Form IRR-2 Laaoon Irrigation Fields Report
REPORT DATE: 7/25/2005 One Form for Each Field Der Crop Cycle
FARM 1 Field it ' 2800 - SMITH & ALDERMAN 13-SG
Fields Size (acres) = (A) 5.28
�— — ----- — — -- i
COAIPIEX; ROSE HILL DIVISION
FARM OWNER: Imgation Operator NIA —
Owners Address 785 HWY 24150 Irrigation Operator's _
ffWA�S—AW'-- N'C 28398 Address
Owner's Phone !(910j 29 -1800 Operator's Phone q
From Waste Ublization Plan
SMALL GRAIN 9/1-4/30 ' Recommended PAN �p
Crop Type I Loading (lbslacre) = (B)
(1) _ 12) (3) (4) (5) (6) (7) 48)
Date Start End Total f! of Sprinklers Flow Rate Total Volume Volume
mmlddlyr Time Time Minutes Operating per Acre
(gallmin) (gallons) (gal/acre)
1011812004 9:45 AM 11:45 AM 120 1 TOD 84,000 15,909
10/2612004 9:30 AM 12:30 PM 1 SO 1 233 41,940 7,943
1012712D04 1:00 PM 3:00 PM 120 1 233 27.960 5,295
050/000
(11) Rrsl Crop
(11) Double Crop
NitrogenBalar►oe
Waste Anaysis PAN Applied Nitrogen Balance
PAN
fibs/acre)
(lbs/acre)
(Ibs11000 gal)
(lbe/acre)
Before 09/01/2005
Altar 09/0112005
See (9) Below
(81x(9j/1000
'See(11)Below
'See (11) Below
0.95
15.11
1 + 34.89
0,00
0.95
7.55
27.34
D.00
2,14
11-12
; 16.22
HOURS LEFT TO PUMP 2,9 Before �699/01/Q00005i�,
1Di2yaa'mu sr+ (4) NUTRIENT NEED
ON ENTIRE FIELD USING THE (_CROP CYCLE TOTALS (-)NUTRIENT ExGEss
CURRENrTSAME ANALYSIS �_ 0.0 I After
HOURS LEFT 70 PMAP "` • cauban should to taken when using this eaanate as It approaches zerol Tile Is art aminwe and radon such as dhanges In application ralas (ppm) and fluduaaans in lagoon analysis (ewedilly dump winter morphs)
roy oasis 11 to be Inoonrocll FlIlhre to allow for such dhangm can muse mrer apPWallonsl
(9) NCDA Waste Analysis or Equivalent or NRCS Estimate, Technical Guide SecWn 6 Owner's Signature
(11)Enter the value recieved try subtracting column (10) ham (B). ConlirAua CerUtled Operator (Print)
subtracting column (14) farm column (11) fallowing each irrigation eve Operator's Signature
1 01 1

Form IRR-2
Laaoon Irrigation Fields Report
REPORT DATE:
7125/2045
One Form for Each Field leer Crou Cvcle
FARM I Field 8
2800. SMITH $ ALDERMAN 14-SG COMPLEX: -_
ROSE HILL DIVISION
Fields Size (aces) = (A)
5.28
--�— - —
FARM OWNER:
Owners Address
Irrigatlon Operator
Irrigation Operator's
NIA--"
—
765 HWY 24150
WARSAW
NC 12&398
Address
Owners Pflons
Operator's Phone 0
From Waste Utilization Plan
— — — --
Crop Type
SMALL GRAIN 9/1-4130
Recommended PAN
50
050/000
Loading pbs/atxe) = B
(1) (2)
(3) (4)
(5) (6) (7) (8)_ (9)
(10)
_(11) First Cropouble
Crop
Date start
End Total
0 of Sprinklers Flaw Rate Total Volume Volume Waste Analysis
PAN Applied
Nitrogen Bn
Balance
mmlddlyr Time
Time Minutes
Operating per Arse PAN
(lbslacslacre)
(gal/min) (gallons) (gallacre) (Ibs11000 gal)
(lbs/acre)
Before 091W01IMS
(3}(2)
(6)t(5)x(4) 7I(A) See (9) Below
(8)x(9}►10D0
'See (11)
11) Below
10/11l/2004
11:45AM
IA5 PM
120
1
700 84,000
15,909
0.95
15.11 1+
34.89
0.00
10122/2004
3:30 PM
5:00 PM
90
1
233 20.970
3,972
0.95
3.77
31.11
0.00
+
1012612D04
1:00 PM
4:00 PM
160
1
233 41,940
7,943
.2.1014,43`
0,00
NOUR9 LEFT TO PUMP ZB Before 09/01I2005 r�'7 r V 36 (rI NUTRIENT NEED
saNa ON ENTIRE FIELD UFHE , CROP CYCLE TOTALS
CURRENT SAMPLE Ak"YSIS 0.0 After D9/01/2ws {.)NUTRIENT EXCESS
OURS ! E be �OcFail
ure ca tan 3ho ld bet cen Wwn using
Qua whrrale as IL over �prmtiv�ah o0es eeol This is an estlrnate and fadws such as changes In appllpban raves (gpm) and 11uclugtlona In IaQoan anelAs (Npedsiy dunng *nttr fnanft)
may
(9) NCDA Waste Analysis or Equivalent or NRCS Estimate, Technical Guide Section 6
(11)Enter the value redeved by sub"Ung column (10) from 48). Continue
subtracting oolumn (10) form column (11) following each irrigation eve
Owner's Signature
Certified Operator (Print)
Operators Signature
1 011

Form IRR-2 La000n Irrigation Fields ReDari
REPORT DATE: 7/25/2005 One Form for Each Field per Crop Cvcle
FARM I Field N
i 2800 - SMITH & ALDERMAN 15-S6-'
COMPLEX:
ROSE HILL DIVISION
Fields Size (acres) = (A)
6.60
— — —
FARM OWNER:
Irrigation Operator iNIA
Owner's Address
765 HWY 24150
— _�
Irrigation Operalor's
--------}
WARSAW NC 28398
_
Address
Owner's Phone
Operator's Phone tr—
From Waste Utilization Plan
SMALL GRAIN 9/1-4/30 i
Recommended PAN 1 50
�^ 0501000—
Crop Type
I
Loading (IbaJacre] = i'lll
(1) (2)_... (3) (4) (5) (6) (7) (8) -
Date start End Total fi of Sprinklers Flow Rate Total Volume Volume
mm/ddlyr Tkne Time Minutes Operating per Acre
(gaftln) (gallons) (gallaere)
1011812004
1:45 PM
4:15 PM
150
1
70Q 105,000 15,909
146,
233355
233P27,'g9l�qO4,236
10/2=0_f1:00AM
02
11:00 AM
^�180
1
120
_ (9)
(10) —
(11) First Crop
(11) Double Crop
Waste Analysis
PAN Applied
Nitrogen Balance
Nitrogen Balance
PAN
(lbslacre)
(lbalacre)
(lbs/1000 gal)
(lbslacre)
Before 091011
After 09101Y2005
See (9) Below
(6jx(9y10D0
'See (11) "aw
'See (11) Below
0.95
15.11
+ 34.89
0.00
2.10
13.34
+ 21.54
— 0.00
2.10
8.90
+ 12.65
O.DD
HOURS LEFT TO PUMP - '— Before r r q,Tn� ar t+) nu mrk" NEED
s.8 09101f2005 CROP CYCLE TOTALS
Orr BITiRE FiELO U91HG 7HE __ I � •) MUTRlErrT EXCESS
CLMErB SAMPLEAkALYSIS 0.0 ; Ater 109101/2005 1
-HOURS LEFT TO PUMP ^' • cinNtion should betaken when using flits eitirnale as 11 approaches iamt THs Is an estinete and loclors such as oinanges in application rates ftrn) and tiuctuelbro in Isocon arAs" lespedaly during winter nwrau)
rwy caws It to bameerreell Failure to allow for such cheryes can cause over appllcationsl
(9) NCOA Waste Analysis or Equivalent or NRCS Estimate, Technical Guide Section 6
(11)Enter the value recieved by subtracting column (10) from (13). Continue
subtracting column (10) farm column (11) following each irrigation eve
Owner's Signature
Certified Operator (Print)
Operator's Signature
1af1

Form MR-2 Latzoon Irrkgation Fields Report
REPORT DATE: 7125/2005 One Form for Each Field aer Croo Cvcle
FARM ! Field lM ;; 2B 00 M_ITH & ALDERMAN 18-SG � COMPLEX: I_ ROSE HILL DIVISION
Fields Sae (acres) - (A) 4.13
FARM OWNER; Irrigation Operator N1A 1
Owners Address 1785 HWY 24150 Irrigation Operators
WAR AW -- NCFn3iF Address — — --—
Owners Phone .(9%)-296-1800 _ Operators Phone flFrom Waste UOlizalbrl Plan --
Crap Type F SMALL GRAIN 9/1 A/30 Rsoommended PAN — 50— 050/000 �!
Loading (lbslaom
(1)
(2)
(3)
(4)
(5)
(6)
(7)
(8)
(9)
(10)
_ (11) First Crop
(11) Double Crop
Nitrogen Balance
Date Start End Total 4 of Sprinklers Flow Rate Total Volume Volume Waste Analysis PAN Applied Nitrogen Balance
mmlddtyr
lime
Tine
Minutes
Operating
per Acre
PAN
(lbslacre)
(Ibs/acra)
Walllmin)
(gallons)
(gal/acre)
(Ibs11000 gal)
(Itrs/acle)
Before 09/0112005
After 09101l2005
(3)42)
(6)x(5)x(4)
71(A)
See (9) Below
(8)x(9y1ODD
'See (11) Below
'See (11) Below
10/91204
6:00 PM
6:37 PM
37
1
700
700
25,900
39,20D
6,271
9.492
0.95
5.96
+ 44.04
O.OD
70112l2004
8:10 PM
9:06 PIN
56
1
0.95 9.02
35.03
0.00
1011912004
409 PM
5:00 PM
60
1
233
13,980
3,385
0.95
3.22
+ 31.81
�0.00
10J2012004
+ 19.75
9:15 AM
1:00 PM
225
1
233 52,425 12,694
0.95 12.06
0.00
HOURS LEFT TO PUMP 61 Before 11 091OV2005 tal.aua 3U (►)NUTRIEHTNEEO
ON ENTIRE FIELD USING THE CROP CYCLE TOTALS (-1 NUMENT EXCESS
CUMMNT SAMPLE AN&YSIs 0.0 After 09101l2005
HOURS LEFT TO PUMP — "caiAan SNOWS be taken when uslnq this esliff0c as n approaches tenor' This is an esdrnale and kctorn such m changes in appticaaan taus (glom) and llucunda s in lap:wh analysis (espBoelly during winter rnonths)
tray cause ii Eo be Inponneol Failuro to allow tar such changes ©o cause oven Applications!
(9) NCDA Waste Analysis or Equivalent or NRCS Estimate, Technical Guide Section 6 Owner's Signature
(11)Enter the value recleved by subtracting column (10) from (B). Continue Certified Operator (Print)
subimctlng column (10) faun column (11) following each Inigat n eve Operators Signature
1of1

Form iRR-2 Laaoon Irrigation Fields Report_
REPORT DATE: 7/25/2005 One Form for Each Field per Crop Cvcle
FIRM 1 Field 0
! 2800 - SMITH & ALDERMA= 17-SG
COMPLEX: j_
ROSE HILL DIVISION
Fields Size (acres) = (A)
4.69^—
FARM OWNER:
Irrigation Operator
IWA
Owners Address
1785 HWY 24150 trrigalion Operator's
!WARSAW NC 128398 11 Address
_J
Owner's Phone
(91429SE1900 Operators Phone 0
From Waste Utilization Flan
SMALL GRAIN 911-4130 I ReoomMended PAN
.^ 50
0501000
Crop Type
! narlinn rlh¢lArml = till
I
I
(1) (2) (3) (4) (5) (6)
(7)
(8) -- (9}
_ (10)
(11) FInat Crop
(11) Double Crop
.
Date Start End Total 0 of Sprinklers Flow Rate
Total Volume
Volume Waste Analysts
PAN Applied
Nltrlogen Balanoe
Nitrogen Balance
mmiddlyr Tlme Time Minutes Operating
per Acre PAN
(lbslacm) .
(lbslacre)
(gaihmin)
(gallons)
(galfacre) (Jbs/1000 gal)
(Ibslacre)
Before 09/01/2005
After 09101l2005
(3)42)
(6pf(N)*
71(A) See (9) Below
(8)x(9y1000
'See (11) Below
'See (11 ) Below
10/90004
6:37 PM
7:20 PM
43
1
700
30.1OD
6,558
0.95
6.23
1 } 43.77
0.00
1011212004
9:06 PM
10:10 PM
$4
1
7DD 44,800 9.760
0,95 9.27 + 34.50
0.00
10f2112D04
9:00 AM
1:00 PM
240
1
233
55, 920
12,183
0.95
11.57
22. BY—
0.00
HOURS LEFT TO PUMP 7.9 �/2005
Before
1
CROP CYCLE TOTALS
2
14 HUTMENT NEED
ON ENnRE FIELD U8NG THE
f) NUrRIENT EXCESS
6URRENTSAMPLE AkALYM 00 After 09M1rM5 :
HOURS LEFT TO PUMP "' • rauuon should be taken When using lhas eebrnale as It approaches 2erol
This is an esllnrale and faciam Such as changes io application
rapes (gpnn) and fluctuations in 139DM analysis
(eapedally duriny winter Rwho)
may come ti bD be moonedl Follur a to allot for Such changes can cause over appintlanst
(9) NCDA Waste Analysis or Equlvaleni or NRCS Estimate, Technical Guide Section 6
Owner's Signature
(11)Enter the value recieved by subtrading column (10) from (B), Contlnue
Certified Opwzk)r (Prim)
subtracting column (10) form oolumn (11) following each irrigation eve
Operators Signature
I of 1

Form IRR-2 Lagoon Irriciation Fields Report
REPORT DATE: 7/25/2005 One Form for Each Field Der Crop Cvcle
FARM l Field d i 28QQ - SMITH & ALDERMAN 18-SG
Fields Size (acres) _ {Aj 2.07
COMPLEX: i —� ROSE HILL DIVISION
FARM OWNER:
irrigation Operator
NA
Owner's Address 1785 HW Y 24150 1
IWARSAW �NC 28398
Irrigation Operators
Address
.——
Owner's Phone I(910}29&1800 i
Operators Phone #
r
From Waste Utilization Plan
Crop Type
SMALL GRAIN 911-4/30 7
Recommended PAN
Loadino (lba/acre) = (B)
f
Dale Start End Total d of Sprinklers Flow Rate Total Volume
mm/dd/yr Time Time Mlnutes Operating
1018r2M 3:56 PM 4:02 PM
101912004 12:43 PM 1:04 PM
10125/2004 10:00 AM 1210 PM
(gaUmin) (gallons)
6
1
710 4,200
21
1
710 14,910
150
-- 1
233 34,950
0501000
(a)
(9)
Ou)
(11) Flrst Crop
(11) Double Crop
Volume
_
Waste Arnslyrsls
PAN Applied
Nitrogen Balance
Nitrogen Balance
per Acre
PAN
(lbs/acre)
(lbslacre)
(gallacre)
(lbs11000 gal)
pbslacre)
Before OW0112W5
Alter Oftlr2M
7l(A)
See (9) Below
(8)u(9y1000
•See (11) Morw
•See (11) EWow
2,058
1.50
3.09
t 46.91
0.D0
7,203
0.95
0.95
6.84
+ 40.07
24.03
0.00
0.00
t6,884
16.04
HOURS LEFT TO F"JW r zu m (I NIFI-ENrr NEED
ON EN►M FIELD USING THE 3.7 ��� �,�.--Vn2000:
CROP CYCLE TOTALS
cUMMSAWLEAMLY56 0.0 After } )NUTAIBaTEXCESS
— HOURS LEFT TO PUMP "' - caution should be Uken when using Hs eellnsale as d approaches terol ThLs Is an asur eler and rattan such as changes in applicAlon rakes (9prra and RucD abons In )agoon analysis (ppscially during vnMer manta)
r ey cause IL to be Inoortedt Falure to albvr for such changes can cause over applicabonst
(9) NCDA Waste Analysis or Equivalent or NRCS Estimate, Technical Gulde Section 6
(I i )EMer the value recieved by subtracting oolumn (10) from (B). Continue
subtracting column (10) form column (11) following each Irrigation eve
Owners Signature
Certified Operalar (Print)
Operators Signature
1of1

Form IRR-2 Lagoon Irrigation Fields Report
REPORT DATE: 7J25/2005 One Form for Each Field oer Crop Cvcle
FARM 1 Field 0 ! 2800 - SMITH & ALDE_RMA- N (— 19-SG COMPLEX:
Fields Size (acres) = (A) - 2.07
FARM OWNER: Irrigallon Operator (N-lA
Owner's Address 785 HWY 24150 Irrigation Operators
.WARSAW _ NC 2839t1_ Address —
Ow ner's Phone (91 D)-296-1900 ,— Operator's Phone 0
From Waste lftiftation Man
�
Recommended PAN �—�--�
Crop Type SMALL GRAIN 911-4/30 I 50
1_n2dina fnwa/arrwl m M%
(1) (2) (3) (4) (5) (6) 171 ._ (a)
Date Start End Total of Sprinklers Flow Rate Total Volume Volume
mrnlddyr Time Time Minutes Operating per Acre
(gaUmin) (gallons) (9allacre)
101812AD4
4:02 PM
-1:04 PM
4:09 PM
7
1
710
1019120D4
1.24 PM
20
1
—
710
10128f2004
1.06 PiV1
3:00 PM
120
- 1
233
6)x(5)x(4) 7l(A)
4,970 2,401
14,200 6,860
27.960 1 13,507
ROSE HILL DIVISION 1
osoro00
—(9)
(10)
(11) First Crap
(11) Double Crop
Waste Analysis
PAN Applied
Nitrogen Balance
Nitrogen Balance
PAN
(lWacre)
(ibslacre)
(Ibs/10W gal)
(lbslacre)
Before 0910112005
After DM1f20D5
See (9)Below
(8)x(9Y10DD
'See (11) 8elow I
'See (11) Below
1.50
3.60
+ 46,40
0.00
0.95
6.52
+ 39,88
o.00 -
2.10
26.37
; 1 i.52
0.00
HOURS LEFT r0 PUMP �.8 Before D9/D� 117 91,13U :fG (r) NUrR1ENr NEED
ON ENTIRE FEU U31W THE CROP CYCLE TOTALS t-I NUTRIENT EXCESS
CURRENT SAMPLE ANALYSIS 0.0 After D910112Q05
"' HOURS LEFrTO PUMP ^' • caullon should be taken when using Lhu eslirnafe as d gograadres zerol Ths is an esllrnala and foaDrs such as changes In applkation rules rgpnV and AUchiaHms in lagoon analysis (ospeddiy during►mnlr mordha)
may rausa it lobe inoorreeh Fdikire bo allow for such changes can cause aver epplicaOOW
(9) NCDA Waste Analysis a Equivalent or NRCS Estimate, Technical Guide Section 6
(11)Enter the value reeieved by subtracting Cdumn (10) hom (B)• Continue
subtracting oolumn (10) form oolumn (11) tollovdng each irrigation eve
Owner's Signature
Certified Operabr (Print)
Operators Signature
1 C4 1

Form IRR-2 Lagoon IrrWatFon Fields Report
REPORT DATE: 7/2512005 One Form for Each Field per CroD Cycle
FARM 1 Field 2 00 - SMITH &ALDERMAN 20-SG COMPLEX: F ROSE HILL DIVISION
Fields Size (acres) = (A) 2.41
FARMOWNER: Irrigation Operator 'WA _
Owner's Address j785 HWY 24/50 irrigation OperatDes
WARSAW NC 28398 Address
Owner's Phone (910} 296-1800 Operabora Phone tl
Crop Type
(1) (2)
Date Start
mrrddd/yr Time
From Waste Utilization Plan
SMALL GRAIN 911 130 Recommended PAN so
Loadlno (Iba/acm1= fR1
End Total # of Sonklers Flow Rate Total Volume Volume
Time Minutes Operating per Acre
(gaumin) (gallons) (gatlacre)
10ir D04 4:09 PM 4:16 PM 7 1 710 4,970 2,062
iW912004 1:24 PM 1:48 PM 24 1 710 17,040 7,071
10/28I2004 1:00 PM 3:00 PM 120 1 233 27,960 11,602
050/000 ---I
_ (9) _
(10)
(11) First Crop
(11) Double Crop
Waste Analysis
PAN Applied
Nitrogen Balance
Nitrogen Balanoe
PAN
(lbs/acm)
(lbs/acre)
pbs/1000gal)
(ftacre)
Before 09101/2005
After 09/01/2005
See (9) Below
(8)x(9)/1000
`See (11) aelow
'See (11 J Below
1.50
3.09
+ 46.91
0.00
0.95
6.72
+ 40.19
0.00
2.10
24.36
+ 15.83
0.00
HOLM tfirTOPUMP 1.3 Betore 09101/2005 E�CROPCYCLETOTALS�i�'ZIRle,vrM
ON ENTIRE FIELD USING THE - _ (•) NUrRIENT EXCESS
CURRENTSAMPLEAMYSIS 0.0 After •I 09101r2U05
HOURS LEFT TO PUMP - caullon shor/d be taken when using Nis estimate as it approadm aml This is on eetirnMe and fKwfa such as changes in applKadm rates (gprn) end %xiustiara In lagoon analysis (espedegy During wnlar nwnms)
reay cause it to be inrwaWl Failure to avow fa such changes can cause over applldliaxl
(9) NCDA Waste Analysis or Equivalent or NRCS Estimate, Technical Guide Section 6
(11)Enter the value recleved by subtracting column 110) from (8). Continue
_ subtracting column (10) form column (11) following each Irrigation eve
Owners Signature
Certified Operator (Print)
Operabrs Signature
1of1

Form IRR-2 Laaoorl irrigation Fields Report F,ram 1
REPORT DATE. 7/25/2005 One Form for Each Field per Crop Cvcle
FARM I Field 8 2 8000 - SMITH &ALDERMAN �--- 21-SG J1 COMPLEX
; _
Fields Size (aces) = (fU 2.31
FARM OWNER: Imgaticn Operator N/A
Owners Address 786 HWY 24/50 Irrigation Operator's
NARSAW I NP 28396 Address -
Owners Phone (910E296-18—DO Operators Phone N r
From Waste Utllization Plan
Crop Type SMALL GRAIN 911 A/30 Recommended PAN jj — so
1 nadinn fiha/ZWM) a In% !
Date start End Total # of Sprinklers Flow Rate Total Volume Volume
mmldd/yr Time Time Minutes Operating per Acre
(gallmin) (gallons) (gaVaae)
1017P2004
12:38 PM
12:54 PM
16 ,
700 11,200
4."8
1018f2004
1129 AM
11:44 AM
15 1
700 10,500
4,545
,0127/2004
1:00 PM
3:45 PM
165 1
233 38,445
16,643
ROSE HILL DIVISION �J
050/000 !
Waste Analysis
PAN Applied
Nil►vgen Balance
Nitrogen Balance
PAN
(lbs/acm)
(Ibs/acre)
pbs/1000 gal)
(lbsimm)
Before 09/01/2005
After 09/010006
see (9) Belaw
(8)x(9y1000
'Sae 411) Below
'See (11) Below
0.65
3,15
46.85
0.00
1.50
6.82
i 40.03
0,00 —
2.10
34.95 r
+ 5.08
—Coo---
HOURS LEFT TO PUrfp o:a 1 WoreOQ,i2005 w y a l•) nvi rt cn i r�ctu
ON ENRIRE FIELD USING THE I CROP CYCLE TOTALS t) N(IfRIENT E�rCE85
CURRENT SARKE ANALYSIS 0.0 Afar 0n112005
HOURS LEFT TO PUMP — -muhon should be taker when using 111is astirrole as 11 approaches zero! TW m an sensate and faclas such as changes in appbmtton rates tt1Wn) and Aucluelloris in lagoon anatyais (espedahy during wiaur roams)
may cause i1 to be iMmecU Failure Io allow for suds flanges can Cattle over app1101160Ml
(9) NCDA Waste Analysis or Equivalent or NRCS Estimate, Technical Gliida Section 6
(11)Enter the vafus mdeved by subtracting column (10) from (B). Continue
subtracting column (10) km column (11) following each irrigation eve
Owners Signature
Certified Operator (Print)
Operators Signature
m
ti
m
IQ
m
m
Ln
m
w
Ln
1 of 1

Form (RR.2
Laaoon Irrigation Fields Report
REPORT DATE:
712512005 One Form for Each Field oer CroD Cvcle
FARM 1 Field 4
2800 - SMITH & ALDERMAN 22-SG
COMPLEX: r
ROSE HILL DIVISION
Fields Size (acres)= (A) i 2.D6 !
FARM OWNER:
Irrigation 0perator IN!A
_
Owners Address
Operators
17B5 HWY 24/50 Irrigationi
WARSAW NC 28398 Address
�.
Ownees Phone
(910}296 1800 —� Operator's Phone
fJ
From Waste Utilization Plan
SMALL GRAIN 911-4130 �� Recommended PAN ^50
0501000�
Cro T e
p �
Loading pbslacre) = B)
�(1) (2)
(3) (4) (5) (6) (7) (a)
(9)
410)
(11) First Crop
(11) Double Gap
Date Start
End Total ff of Sprinklers Flow Rats Total Volume Volume
Waste Analysis
PAN Applied
Nitrogen Balance
Nitrogen Balance
mmlddlyr Time
Time Minutes Operating per Acre
PAN
(lbslacre)
otirdscre)
(gallmin) (gallons) (gsYacre)
(Tba11000 gal)
(lbslacre)
Before 0=112005
After 09101=05
(3)-(2) (6)x(5)x(4) 71(A)
See (9) Below
(8)x(9yl1000
'See (11) Below
'See (11) Below
10r712OD4
12754 PM
1:08 PM
14
1
700 9,800 4,757
0.66
3.09
+ 46.91
0.00
10)W0D4
11:44 AM
11:57 AM
13
1
700 9,100 4,417
1.50
6.63
35.63
* 40,28
t 4.65
0.00
0.00
10128l2tf04'
9:DDAM
11:30AM
150
1
233 34,950 18,966
2.10
HOURS LEFr TO PUMP 03�. 09d0112005 a�,00u yv I+mrir„
ON ENTIRE FIELD LSING TIME _ Before j CROP CYCLE TOTALS ')/NuTiRlnl:enrT.. t znt, .
cuRRENTt3 MPLEAMLYSIS o.o After s 09I01/20D3
"- HOURS LEFT TO PUMP — . cauban shoA be taken when using this i sBmole as it approaches rent 1Ra is an 6limate and rations such as changes In appicatlm rates (gpyi and Aucluallom in lagoon analysis (aspeanilydunng winter rnDrxhs)
rrssy raesail to be incorredl Failure to allow for such changes con cause over applimlionsl
_ (9) NCDA Waste Analysis or Equivalent or NRCS Estimate, Technical Guide Section 6
(11)Enter the value recfeved by subtracting column (10) ham (B), Continue
subtracting column (10) form column (11) following each irrigation eve
Owner's Signature
Certified Operator (Print)
Operators Signature
1of1

Form IRR-2
Laaoon Irriciation Fields Reoort
REPORT DATE:
7/25/2005 One Form for Each Field oer Crop Cvcle
FARM / Field 0
28DO - SMITH 8 ALDERMAN
COMPLEX:
ROSE HILL DIVISION
Fields Size (acres) = (A)
2.53
�
FARM OWNER:
Irrigation Operator
jN/A
_
Owner's Address
1785 HWY 24150 Irrigation Operators
WARSAW =C=398 .' Address
Owners Phone
1(9, 910)-m-1800 T Operator's Phone 0
L
From Waste Utilization Plan
Type
SMALL GRAIN 911A130 Reoommended PAN
50
_
0501000
Crop
I 1 narllnd it
I
(1)
(2)
(3)
(4)
(5) (6) (7)
(8)
(9)
(10)
(11) First Crop
(I I) Double Crop
Date
Start
End
Total
0 of Sprinklers Flow Rate Total Volume
Volume
Waste Analysis
PAN Applied
Nitrogen Balance
I NltnWn Balance
mmlddlyr
Time
Time
Minutes
Operating
per Acre
PAN
(lbslacre)
(lbslacre)
(gallmin) (gallons)
(gallacre)
OW1000 gal)
(lbslacre)
Beforia 0910112005
After OW0112005
(3}(2)
(6)x(5)x(4)
71(A)
See (9) Below
(8)x(9)11000
'See (11) Below
'See 0 1 )1 Below
1OW004
7:20 PM 1
7:40 PM
20
1
700 1 14,000 1
5,534
0.95
5.26
1 + 44.74
0.00
1W1212004 1 10:10 PM 1 10:40 PM 1 30 1 1 1 700 k 21,OOD ( 8,300 [ 0.95 7.89 I + 36.86 1 0.00
HOURS LEFT To PUMP - )U.%N l t a I•y ztu hr+rtly r nt�u
ON ENTIRE nuo 115M TIE 3- Before 6WO112005
W0112005 CROP CYCLE TOTALS t_l wuTTil�lr �ccEss
CURRENT SAMPLE ANALYSIS 0.0 After
— HOURS LEFT TO PUMP " - caution shauW be talon When us;ng tits W irrpte as it approts&es zarol This is an esllrnele and rectors such as dprges In application rotas (Qpwtil and Auduatlorn In lagwn amllals (especially during wirlerrnanths)
rosy Cane it IA be nooawl Failure to allow for such disnQm can cause am a i Amllonsl
(9) NCDA Waste Analysis or Equivalent or NRCS Estimate, Technical Guide Section 6
(11)Enbar "value recieved by subtracting column (10) Irom (8). Conflnue
subtracting column (10) form column (11) fallowing each irrigation eve
Owner's Signature
Certified Operator (Print)
Operators Signature
1of1

Form IRR-2 La400n Irriclatlon Fields ReDorl.
REPORT DATE: 7/25/2005 One Form for Each Field oer Crop Cvcle
FARM 1 Field 0 2800 SMITH S ALDERMAN 27Z-SG
Fields Size lacres) = (A) 4.20 i
COMPLEX: j_— ROSE HILL DIVISION
FARM OWNER: Imigallon Operator iNlA
Owner's Address 785 HWY 24l50 irrigation Operators
IWARSAW NC 28398 Address
Owner's Phone 1'9 O)-296-1800 i Operators Phone rll
Fran Waste lltiitzadon Plan
Crap Type SMALL GRAIN 9/1-4/30 Recommended PAN 50
Loading (lbslacre) = (0)
Date
Start
End
Total
# of Sprinklers
Flow Rate Total Volume
mmlddlyf
Time
Time
Minutes
Operating
(gal/min) (gallons)
(3}(2)
IW8r2004
4:16 PM
4:30 PM
14
1
T10 9,940
1019V2004
1:48 PM
12:30 PM
42
1
710 1 29,820
050/000
(8)
(9) _
(10)
(11) First Crop
(11) Double Crop
Volume
Waste Analysis
PAN Applied
Nitrogen Balance
Nitrogen Balance
per Acre
PAN
pbslacre)
(fbalacre)
(gallacm)
(IbsA000 gal)
(IMlacre)
Before 090112005
After 09/0112005
7!(A)
See (9) Below
(8)x(9y1000
'See (11) Below
'See (11) Below
2,367
1.50
F7.100
3.55
+ 46.45
0.00
0.95
ii.7S
+ 39.70
0.00
i
NMRS LEFT TO PUMP 4 1 Before 09101l2005 aa, r vu Iv ery nut merr I nrtu
ON ENTIRE FIELD :34MO THte CROP CYCLE TOTALS '(-) NilTRIENT EXCESS
CURRENT 3"PLE AKALYM 0_0 After o9l01l2005
HOURS LEFT TO PUMP "' - CSAC'n shnild be take" when using Iris eswnwe as N approaches Ural this b m eatimaft and radura such as changes n appbcMk)n rates (gpv4 and fluchfallons in lagoon anaryrda (especially during rhdar months)
rygy cause A 4o be ncorrecll FatUre to allow far such changes can erase over epplirdConsi
(9) NCDA Waste Anallyals or Equivalent or NRCS Estimate, Technical Guide Section 6
(11)Enter the value recieved by subtracting ooiumn (10) tram (B). Continue
subtracting column (10) form Column (11) folkwAng each irrigation eve
Owner's Signature
Cerlit3ed Operator (Print)
Operators Signature
CD
N
Cn
N
m
rn
Lin
m
La
Ln
LO
LTI
N
Lo
00
(TI
V)
D
3
U
Cr)
O
Z
0
H
0
m
n
Ph
N
00
1011

Form IRR-2
Lagoon Irrigation Fields Report
REPORT DATE:
7125/2005
One Form for Each Field iaer Crop Cvcie
FARM I Field 0
F_266. SMITH i ALDERMAN `; M-S- G J COMPLEX; --
ROSE HILL DIVISION— —�
Fields Size (acres) = (A)
7.36
FARM OWNER:
Irrigation Operator
N/A
Owner's Address
7$5 HWY 24164
Irrigation Operator's
!WARSAW
NC 28398
—
AddressOwner's
--- _ — — —
Phone Phone
(910)-296A800
Operators Phone #
From Waste Utilization Plan
Crop Type I SMALL GRAIN 9/1430 - Recommended PAN ` 50 050/000 i
I Loading (Ibslacre) = l81 I �
(1)
(2)
(3)
(4)
(5)
(6)
(7)
(8) --
(9)
(10)
(11) First Crop
(11)Double Crop
Date
Start
End
Total
# of Sprinklers
Flow Rate
Total Volume
Volume
Waste Analysis
PAN Applied
Nitrogen Balance
Nitrogen Balance
mrnlddlyr
Time
Time
Minutes
Operating
per Acre
PAN
(lbslacrO
(lbslacre)
(gallmin)
(gallons)
(gaVacre)
(1be11000 gal)
pbslacre)
Before 0910112005
Auer 09/01/20D5
(3}(2►
(6)x(S)x(4)
71(A)
See (9) Below
(8)x(9j11000
'See (11)Below
'See (11)Below
10I712004
1:08 PM
2:00 PM
52
1
700
36,400
4,946
0.66
3.21
y 48.79
0-00
101812004
11:57 AM
12:45 PM
46
1
700
33,6D0
4,565
1.50
6.85
39.94
0.00
HOLM$ LEFT TO PUMP 4.7 Before OK11120D5 rv,wu �� irj nurral rrr ntto
oN ENTIRE FIELD USING THE CROP CYCLE TOTALS ) NUTRIENT MESS
CURRENT SAMPLE AHALY813 1 After �12'005
— HOURS LEFT r0 PUMP "' - caullon should be Laken writs rang Ihls esli ale a! it appfaeches zero! This In an a 4mats and raclonl such an changes is appicallon riles (gpm) and nuchraons in iapoon analysis (especially during winlar nm&z)
may cause It 10 he lnmrxKY! Failure to allow for such changes can cause ttNef applicOkmi
(9) NCDA Waste Analysts or Equivalent or NRCS Estimate, Technical Guide Section 6 Owner's Signature
(11)Enter the value reoieved by subtraclfng column (10) from (0). Continue Certified Operator (Print)
subtracting cdwnn (10) form coumn (11) following each FrApUon eve Operator's Signature
loll

09/l(l/2006 MON 16_10 FAX [phone] WRLNMI a�� DWQ Wilmington C�J001/006
r
Mu
y�.
pf-U
rhy -17ow"
LLC
Murphy Brown r Lc
PO Box 856
28221-Iwy 24 West
Warsaw, NC 28398
Phone [phone]
Fax [phone]
Fax Transmittal Sheet
r 1 �
�J- t 1 xy',, � r JD it From:.
Fax: � -- _ -_ Pages:
Phone: Date:
0 Urgent D For Review 0 Please Comment ❑ Please Reply 0 Please Recycle

09/lk/2006 MON 16.11 FAX [phone] WRLNMI y-4-* DWQ Wilmington
1 i
Q 002/006
PLAN OF ACTION(Poa) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
Facility Number:
Facility Name:
31-6
Smith Alderman
County: Duplin
Certified Operator Name: Wayne Sanderson Operator Number:
17903
1. Current liquid level(s) in inches as measured from the current liquid level in the lagoon to the
lowest point on the top of the dam for lagoons without spillways, and from the current liquid level
in the lagoon to the bottom of the spillway for lagoons with spillways.
Lagoon 1 Lagoon 2 Lagoon 3 Lagoon 4 Lagoon 5
Lagoon Name/ID: Smith A Smith 8
Spillway(Y or N): N N
Level(inches): 21 31
2. Check all applicable items
Liquid level is within the designed structural freeboard elevations of one or more structures_
Five and 30 day Plans of Action are attached. Hydraulic and agronomic balances are
within acceptable ranges.
x Liquid level is within the 25 year 24 hour storm elevations for one or more structures. A
30 day Plan of Action is attached. Agronomic balance is within acceptable range.
Waste is to be pumped and hauled to off site locations. Bolume and PAN content of waste
to be pumped and hauled is reflected in section III tables. Included within this plan is a list
of the proposed sites with related facility numbers, number of acres and receiving crop
information. Contact and secure approval from the DWQ prior to transfer of waste to a site
not covered in the facility's CAWMP.
Operation will be partially or fully depopulated.
`Attach a complete schedule with corresponding animal units and dates fro depopulation
`if animals are to be moved to another permitted facility, provide facility number, lagoon
freeboard levels and herd population for the receiving facility
3. Earliest possible date to begin land application of waste: 9/11/2006
1 hereby certify that I have reviewed the information listed above and included within the
attached Plan of Action, and to the best of my knowledge and ability, the information is
accurate and correct.
Murphy Brown, LLC Phone:
Facility Owner/Manager (print)
A otsd;( tw�-- Date:
ci ity wn r/Manager (signature)
910-296-1800
9/11 /2006

09/1�/2006 MON 16:13 FAX [phone] WRLNN1 4-.4 DWQ Wilmington
y
Z005/006
PLAN OF ACTION (POA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
30 DAY DRAW DOWN PERIOD
1. TOTAL PAN TO BE LAND APPLIED PER WASTE STRUCTURE
1. Structure Name/Identifier (113): Smith A
2. Current liquid volume in 25 yr.124 hr. storm storage & structural freeboard
a. current liquid level according to marker 21.0 incises
b. designed 25 yr.124 hr. storm & structural freeboard 32.0 inches
c. line b - line a (inches in red zone) = 11.0 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) 202640 ft2
e. line c112 x Iine d x 7.48 gallons/W 1389435 gallons
3_ Projected volume of waste liquid produced during draw down period
f. temporary storage period according to structural- design 180 days
g. volume of waste produced according to structural design 322822 ft3
h. current herd # F---979--21 certified herd #1 9792
actual waste produced = clArrent herd # x line g
certified herd #
i. volume of wash water according to structural design
j. excess rainfall over evaporation according to design
k. (lines h + i +j) x 7.48 x 30 days/line f=
4. Total PAN to be land applied during draw down period
I. current waste analysis dated 8/23/2006
m. ((lines e + k)/1000) x line I =
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below)
322822 ft'
Oft3
189833 W
639110 gallons
1.20 Ibs11000 gal.
2434.3 lbs. PAN
PoA (30 Day) 2/21/00

09/1?_i2006 NON 16:13 FAX [phone] WRLNAtl -•y4 DWQ Wilmington
Q 006/00s
PLAN OF ACTION (PaA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
30 DAY DRAW DOWN PERIOD
I. TOTAL PAN TO BE LAND APPLIED PER WASTE STRUCTURE
1. Structure Name/ldentifier (ID): Smith B
2. Current liquid volume in 25 yr.124 hr. storm storage & structural freeboard
a. current liquid level according to marker 31.0 inches
b. designed 25 yr.124 hr. storm & structural freeboard 32.0 inches
c. line b - line a (inches in red zone) = 1.0 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) 312092 fe
e_ line 02 x line d x 7.48 gallonsfft3 194537 gallons
f
3. Projected volume of waste liquid produced during draw down period
f. temporary storage period according to structural design 18D days
g. volume of waste produced according to structural design 322822 ft3
h. current herd # 9792 certified herd #1 9792
actual waste produced = current herd # x line g = 322822 fts
certified herd #
i. volume of wash water according to structural design ©191:3
j. excess rainfall over evaporation according to design 203344 ft
k. (lines h + i + j) x 7.48 x 30 days/line f= 655954 gallons
4. Total PAN to be land applied during draw down period
1. current waste analysis dated 8/2312D06 i .7D Ibs11000 gal.
m. ((lines e + k)11000) x line 1= 1445.8 lbs. PAN
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below)
PoA (30 Day) 2/21/00

09/1;/2006 MON 16:12 FAX [phone] WRL.NMI -44 DWQ Wilmington
Q 003/006
11. TOTAL POUNDS OF PAN STORED WITHIN STRUCTURAL FREEBOARD AND/OR 25 YR./24
HR. STORM STORAGE ELEVATIONS IN ALL WASTE STRUCTURES FOR FACILITY
1.
Structure 10: Smith A
line m =
2434.3 lb PAN
2.
Structure ID: Smith B
line m =
1445.8 lb PAN
3.
Structure ID:
line m =
lb PAN
4.
Structure ID:
line m =
lb PAN
5.
Structure ID:
line m =
lb PAN
6.
Structure ID:
line m =
lb PAN
n.lines 1+2+3+4+5+6= 3880.1lbPAN
III. TOTAL PAN BALANCE REMAINING FOR AVAILABLE CROPS DURING 30 DAY DRAW DOWN
PERIOD. DO NOT LIST FIELDS TO WHICH PAN CANNOT BE APPLIED DURING THIS 30 DAY PERIOD. -
o. tract #
p. field #
q. crop
r. acres
S. remaining IRR
2 PAN balance
pblacre)
L TOTAL PAN
BALANCE FOR
FIELD flbs.)
column r x s
u_ application window'
Sm/Ald
_ 1
Small Grain
5.73
50.00
286.5
Sept - April
Sm/Ald
2
Small Grain
4.59
50.00
229.5
Sept - April
Sm/Ald
3
Small Grain
4.59
50.00
229.5
Set - April
Sm/Afd
4
Small Grain
6.51
50.00
275.5
Sept - April
Sm/AId
5
Small Grain
4.41
50.00
220.5
Sepi - April
Sm/Afd
6
Small Grain
4.41
50.00
220.5
Sept - April
Sm/Ald
7
Small Grain
4.32
50.00
216.0
Seet - April
Sm/Ald
8
Small Grain
4.00
50.00
200.0
Sept - April
Sm/Ald
9
Small Grain
1.40
50.00
70.0
Sept -April
Sm/Ald
10
Small Grain
3.80
50.00
190.0
Sept - April
Sm/Ald
11
Small Grain
4.01
50.00
200.5
Sept - April
Sm/Ald
12
Small Grain
4.86
50.00
243.0
Seet - rif
Sm/Ald
13
Small Grain
528
50.00
264.0
Sept - April
Sm/Ald
14
Small Grain
5.28
50.00
264.0
Sept - April
Sm1Ald
15
Small Grain
6.60
50.00
330.0
Sept - April
Sm/Ald
16
Small Grain
4.13
50.00
206.5
Se t- April
Sm/Ald
17
Small Grain
4.59
50.00
229.5
Sept - April
Sm/Ald
18
Small Grain
2.07
50.00
103.5
Sept - April_
Sm/Ald
19
Small Grain
2.07
50.00
103.5
Se k -April
Sm/Ald
20
Small Grain
i 2.411
50.00
120.5
Sept -April
Sm/Ald
21
Small Grain
2.31
50.00
115.5
Sept -April
'State current crop ending application date or next crop application beginning date for available
receiving crops during 30 day draw down period.
v. Total PAN available for all fields (sum of column t) = 4318,5 lb. PAN
IV. FACILITY'S PoA OVERALL PAN BALANCE
w. Total PAN to be land applied (tine n from section II) = 3880.1 lb. PAN
PoA (30 Day) 2121 /00

0941"_/2006 MON 16:12 FAX [phone] WRLNMI -*may bWQ Wilmington
9004/006
x. Crop's remaining PAN balance (line v from section 110 _
y. Overall PAN balance (w - x)
4318.5 lb. PAN
-438 lb. PAN
Line y must show as a deficit. if line y does not show as a deficit, list course of action here including pump and
haul, depopulation, herd reduction, etc. For pump & haul and herd reduction options, recalculate new PAN
based on new information. If new fields are to be included as an option for lowering lagoon level, add these
fields to the PAN balance table and recalculate the overall PAN balance. If animal waste is to be hauled to
another permitted facility, provide information regarding the herd population and lagoon freeboard levels at the
Irrigation onto existing spray fields will continue as weather and field conditions permit. Additional land is
available for pumping if needed.
PoA (30 Day) 2121100

ANIMAL FACILITY ANNUAL CERTIFICATION FORM
Certificate of Coverage or Permit Number NCA231006 County Duplin Year 2003 RC=
1VED
Facility Name (as shown on Certificate of Coverage or Permit) Smith -Alderman Farm MAR 0 7 2004
Operator in Charge for this Facility Wa a Sanderson Certification # 17903 � W ATE-9 QUA T(SECTIt N
Land application of animal waste as allowed by the above permit occurred during the past dHeh "4Ea ;pliarrce Ent .
X Yes No. If NO, skip Part I and Part II and proceed to the certification. Also, if animal waste was
generated but not land applied, please attach an explanation on how the animal waste was handled.
Part I: Facility Information:
1. Total number of application Fields r Pulls ❑ (please check the appropriate box) in the Certified Animal
Waste Management Plan (CAWMP): F-131P-NIA Total Useable Acres approved in the CAWMP
124.27
2. Total number of Fields or Pulls - ❑ (please check the appropriate box) on which Iand application
occurred during the year: F-8/P-NIA Total Acres on which waste was applied 102.52
3. Total pounds of Plant Available Nitrogen (PAN) applied during the year for all application sites:
20,784.58
4. Total pounds of Plant Available Nitrogen (PAN) allowed to be land applied annually by the CAWMP and
the permit: 33,810.00
5. Estimated amount of total manure, litter and process wastewater sold or given to other persons and taken
off site during the year ❑ tons ❑ or gallons (please check the appropriate box)
6. Annual average number of animals by type at this facility during the previous year:
NIA Information provided by May 1, 2004
7.Largest and smallest number of animals by type at this facility at any one time during the previous year:
Largest NIA
Smallest NIA
(These numbers are for informational purposes only since the -only permit limit on the number of animals
at the facility is the annual average numbers)
8. Facility's Integrator if applicable: 0 L�-L-
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 during ❑es ❑ No
the past calendar year.

r
2.
The facility was operated in such a way that there was no direct runoff of waste from
wYeso
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
911yes ❑ No
calendar year.
4.
There was no freeboard violation in any lagoons or storage ponds at this facility during
❑ Yes 2-fq0
past calendar year. Fo A - ' -I i a3 iM A / 03
y�i510 3
5.
There was no PAN application to any fields or crops at this facility greater than the
El
El/ 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.
P Yes ❑ No .
7.
Sludge accumulation in all lagoons did not exceed the volume for which the lagoon
was designed or reduce the lagoon's minimum treatment volume to less than the volume
❑ Yes ❑ No
for which the lagoon was designed. - ' i9
8.
*NIA Will be done and on file by April 24, 2004
A copy of the Annual Sludge Survey Form for this facility is attached to the Certification.
❑ Yes ❑ No
*NIA Will be done and on file by April 24, 2004
9.
Annual soils analysis were performed on each field receiving animal waste during the
aYes ❑ No
past calendar year.
10.
Soil pH was maintained as specified in the permit during the past calendar Year?
a Yes ❑ No
1 I .
All required monitoring and reporting was performed in accordance with the facility's
2Yes ❑ No
permit during the past calendar year.
12. All operations and maintenance requirements in the permit were complied with during El Yes ❑ No
the past calendar year or, in the case of a deviation, prior authorization was received
from the Division of Water Quality. -f 5ee .�, 5 12n 4�c�37 b3 �`�u51+ �� it rcpa'
13. Crops as specified in the CAWMP were maintained during the past calendar year on all 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 B'Yes ❑ No
maintained during each application of animal waste duringthe 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 for knowing violations."
- (3rOV,:> r` I I-
ame and Title ftvpe or print)
Signature of Operator in Charge
(if different from Permittee)
Date
Date

MAR
By. a
PLAN OF ACTION(Poa) FOR HIGH FREEBOARD AT ANIMAL FACI
Facility Number:
Facility Name:
Certified Operator Name:
31-6 County. Duplin
Smith -Alderman (Alderman2&3)
Wayne Sanderson Operator Number: 17903
1. Current liquid level(s) in inches as measured from the current liquid level in the lagoon to the
lowest point on the top of the dam for lagoons without spillways; and from the current liquid level
in the lagoon to the bottom of the spillway for lagoons with spillways.
Lagoon 1 Lagoon 2 Lagoon 3 Lagoon 4 Lagoon 5
Lagoon NamelID: Alderman
Spillway(Y or N): N
Level(inches): 18
2. Check all applicable items
Liquid level is within the designed structural freeboard elevations of one or more structures.
Five and 30 day Plans of Action are attached. Hydraulic and agronomic balances are
within acceptable ranges.
X Liquid level is within the 25 year 24 hour storm elevations for one or more structures. A
30 day Plan of Action is attached. Agronomic balance is within acceptable range.
Waste is to be pumped and hauled to off site locations. Bolume and PAN content of waste
to be pumped and hauled is reflected in section III tables. Included within this plan is a list
of the proposed sites with related facility numbers, number of acres and receiving crop
information. Contact and secure approval from the DWQ prior to transfer of waste to a site
not covered in the facility's CAWMP.
Operation will be partially or fully depopulated.
`Attach a complete schedule with corresponding animal units and dates fro depopulation
'if animals are to be moved to another permitted facility, provide facility number, lagoon
freeboard levels and herd population for the receiving facility
3. Earliest possible date to begin land application of waste: 03/0212004
I hereby certify that I have reviewed the information listed above and included within the
attached Plan of Action, and to the best of my knowledge and ability, the information is
accurate and correct.
Dave Nordin
Facility Owner/Manager (print)
Phone: [phone]
Date: r 0i•

Murphy Brown
Kenansville Division
May 3, 2004
Mr. Rick Shiver
NC DENER Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405
785 Hwy. 24150
Warsaw, NC 28398
RE: Farm Smith Alderman Facility #31-006
Duplin County
Notification of lagoon pump down and lagoon repair
Dear Mr. Shiver:
MAY 0 sd V
?004
As you are aware our Environmental Management System requires thorough inspections of our
waste management handling systems and containment structures. A Weekly inspection reveled a damp area
on the outside dike on the west side of the dike of the Alderman lagoon. A work order/corrective aeon was
sent to Murphy Brown LLC Engineering for site evaluation. The evaluation and plan of action is being
submitted as an attachment to this letter.
This letter is to serve as a notification to the Division of Water Quality per our permit requirements
that we are going to draw the lagoon below stop pump to perform a minor repair to the Alderman lagoon .
I may be reached at 910 -296 - 3731.
Si rely,,
/� �.
David Nordin
Land and Nutrient Management
Murphy Brown LLC Kenansville Division
Cc: Kraig Westerbeek
John Bizic
Mike Miller

Murphy -Brown LLc
P.O. Drawer 856
2822 Hwy, 24 West
Warsaw, NC 28398
Tel: [phone]
Fax: [phone]
April 19, 2004
Murphy Brown LLC Engineering File
P.O. Box 856
Warsaw, NC 28398
Re: Alderman 7,8,9 Farm of Rose Hill Division
Upon review of this farm it appears that there is a very slow seep, which is appearing on the
outside dike on the west side of the dike of the lagoon. The seep is not producing enough flow to
cause either ponding or runoff.
The recommended actions for this farm are as follows:
1) Pump water out of the lagoon as quickly as the nutrient utilization plan will allow. The goal
should be to achieve 84 inches of freeboard. This will require going below the stop pump
level of normal operation to allow for the repairs.
a. As the 84 inch mark is approached the damp area, suspected to be because of
seepage, should be observed to dry since the suspected source is from higher in
the embankment.
b. The goal to reach 84 inches of freeboard will be July 30, 2004.
2) Upon reaching the 84 inch level and if the damp area has dried, the upper portion of the liner
shall be repaired to eliminate any further potential seepage.
a. If the damp area has not dried then further evaluation will be required which may
include further reducing of the lagoon level until the damp area has dried.
3) The repair will consist of the following steps:
a. The repair area will include from the southwest corner of the dike, a distance of
100' along the west dike. The depth would be 6' which equals 18' of surface
area from the inside top of dike toward the water surface.
b. This repair shall be done as soon as practical which will include the earliest time
at which the 84 inch freeboard level can be achieved and a projected period of
one week of dry weather to allow for the construction to be performed under
good working conditions. This will help assure quality earthwork can be
performed and improve safety while working on the potentially slick slope above
the water surface.
i ) Removal of the organic matter (grass, sludge, etc.) from the clay liner surface.
2) Evaluation of the clay liner depth and clay quality by Murphy Brown soils expert.
3) If clay quality is adequate, then scarify the existing liner approximately 8" to 10"
deep, compact with sheep's foot roller, and add a minimum of 6" of additional
clay and compact to achieve at least 1.5' total clay depth.
4) If clay quality is inadequate, then remove the liner in the proposed area. Fill with
suitable clay material in 6" lifts compact with sheep's foot roller until total liner
thickness of 1.5' is achieved.

5) Sample the clay permeability of the repair area to ensure that 1.25x1 Q^-6 cmis is
achieved.
6) Water should be then transferred from the other lagoons on this farm into the
repaired lagoon to as close to the start pump elevation as possible to observe
that the affected area has been successfully repaired.
7) This liner rework and compaction on the inside of the lagoon should eliminate the
potential seepage.
Respectfully,
David S. Elkin, P.E.
Director of Engineering
cc: Dave Nordin
Kraig Westerbeek
Kelley Kline

ANIMAL FACILITY ANNUAL CERTIFICATION FORM
AMENDMENT
Year: 2003
Permit Number:
NCA231006
County:
Du Iin
Facility #:
31-6
Facility Name:
Smith -Alderman Farm
6. Annual average
number of animals
by type at this
facility during the
previous year:
Wean — Feeder:
Feeder — Finish: 15.036
Farrow — Wean:
Farrow -- Feeder:
Boar Stud:
Wean - Finish:
Commercial Nursery_
Total Average: 15.036
Ge1,4e'D
atr t
0

1
11 ri ful [I 11-mrj-
�aU63 2 2 2002
W ATFRQG Michael F. Easley
Governor
I --Wi iam G. Ross Jr., Secretary
Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water tauality
Mr. John Bizic
Murphy Farms, LLC
P. 4. Box 759
Rose Hill, NC 28458
Dear Mr. Bizic:
August 20, 2002
CERTIFIED MAIL
TURN RECEIPT REQUESTED
RE: Request for Remission of Civil Penalty
Smith -Alderman Farm
Farm #31-6
Duplin County
File No. DV 01-021
In accordance with North Carolina General Statute 143-215.6A(fl, I considered the information
you submitted in support of your request for remission and did not find grounds to modify the
civil penalty assessment of $4,742.62.
There are two options available to you- You may pay the civil penalty assessment or you may
present your request for remission to the Committee on Civil Penalty Remissions of the
Environmental Management Commission. If you choose to pay the penalty, please make your
check pavable to the Department of Environment and Natural Resources and reference the case
number. Send payment within 30 days of your receipt of this letter to the attention of:
Mr. Steve Lewis
DWQ
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
You also have the option of presenting your request to the Committee on Civil Penalty
Remissions, which is comprised of members of the Environmental Management Commission.
You or your representative will be allowed approximately five minutes for your presentation. A
representative from the Division of Water Quality will present the case against remission. The
Committee on Civil Penalty Remissions will render a final and binding decision in accordance
with NCGS 143B-282. I (c).
Customer Service: Mailing Address: Telephone [phone]
1-877-623-6748 1617 Mail Service Center Fax [phone]
Raleigh, North Carolina 27699-1617 State Courier #52-01-01
An Equal Opportunity/Affirmative Action Employer
50% recycled / 10% post -consumer paper
http:1/h2o. enr state.nc.us
,�
Atp.
E R
Location:
512 N. Salisbury St.
Raleigh, NC 27699-1617

If you choose to present your request to the committee, please notify DWQ within 30 days of
receipt of this letter at the same address as above. Your request will be scheduled on the agenda
of the next scheduled committee meeting and you will be notified of the date and time. If a
response is not received by the Division regarding this notice, your request will be automatically
scheduled on the agenda for an upcoming committee meeting.
Thank you for your attention to this matter. If you would Iike a receipt that your check was
received, please send it via certified mail. Please contact Steve Lewis at [phone], ext.
539 if you have any questions.
Sincerely,
Alan W. Klimek, P.E.
AWK/scl
cc: .ic -.Shiver-,Wilmington Regional Supervisor
Stoney Mathis, WIRO
File # DV 01-021
Central Files

o�Oc VJ ATF17LULL
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UJ �
Michael F. Easley
Governor
William G. Ross Jr., Secretary
Department of Environment and Natural Resources
p Alan W. Klimek, P.E. Director
Division of Water Quality
September 13, 2002
Mr. John Bizic
Murphy Farms, LLC
PO Box 759
Rose Hill NC 28458
SUBJECT: Acknowledgment Receipt Letter
Smith -Alderman Farm
Farm # 31-6
File # DV 01-021
Duplin County
Dear Mr. Bizic:
This letter is to acknowledge receipt of your check # 00492189 in the amount'of $4,742.62,
received from Murphy Farms LLC.
This payment satisfies in full the civil assessment in the amount of $4,742.62 levied against
Smith -Alderman Farm, and this enforcement case has been closed. Payment of these penalties in no
way precludes further action by this Division for future violations.
If you have any questions please call Steve Lewis at [phone] ext. 539.
Sincerely,
Steve Lewis
Non -Discharge Compliance & Enforcement
SL:sw
cc: 'Wilmington Regional Office '
Enforcement/Compliance Files # DV 01-021
Central Files
AM
NCDEW
Customer Service: Mailing Address. Telephone [phone] Location:
1-877-623-6748 1617 Mail Service Center Fax [phone] N. Salisbury St
Raleigh, North Carolina 27699-1617 State Courier #52-01-01 Raleigh, NC 27699-1617
An Equal Opportunity /Affimnative Action Employer
50% recycled / 10% post -consumer paper
http:1/h2o_ enrslate.nc. us

N
MURPHY
F A R M S. I N C
June 15, 2001
Mr. Rick Shiver
NCDENR - Division of Water Quality
127 Cardinal Drive Ext. Wilmington, NC
28405-3845
REc`.F vED
JUN 2 0 2001
BY,
RE: Smith -Alderman Farm #31-6 report for events of June 1 r, 2009
Dear Mr. Shiver:
Per permit requirements, the following explains, estimates, and details the action plan
regarding a field runoff on the afternoon of June 12', 2001.
OIC Anthony Carter began irrigating in the south spray field at approximately 9:58 AM
and, after checking the reel for proper operation, he shoveled an earthen berm at the
end of a grassed waterway as a habitual precautionary measure. He then left to start
irrigating at a farm nearby. He returned approximately 2.5 hours later to inspect the field
and found that cattle had rubbed against the turbine causing it to disengage. He then re-
engaged and sped. up the reel and did not see any,runoff.,He later left.to_ check the other
farm and returned just as Inspector Stoney Mathis spotted water exiting the waterway
into a roadside ditch. Mr. Carter immediately tried to increase his berm, shut down the
pump, and contacted his supervisor for assistance. He then built a berm at the point the
roadside ditch enters a wooded branch. This contained water was pumped back onto
the field that evening and twice again the next morning.
Based on reel movement and travel speed, the OIC estimated the gun cart could have
stayed in one position a maximum of 1.5 hours. Our estimate of the amount that went
past our containment into the wooded branch beside the spray field is approximately
560 gallons. This is based on a visual estimate of 300-400 feet length, one foot wide,
and four inches average depth.
Due to our standard operating procedures of no irrigating with cattle in the field, field
checks every two hours, and immediately shutting off pumps in the event of any
problem, we issued the OIC a final written warning and are re -assigning him to another
department outside Land and Nutrient Management with no irrigation responsibilities.
If -you have any questions or require any further actions please contact John Bizic or
Kraig Westerbeek at 910-289-6439.
Post Office Box 759, Rose Hill, North Carolina 28458, [phone], FAX [phone]

Sincerely,
6;John Bizic
Land and Nutrient Director
Cc: Terry Coffey, Jeff Turner, Paul Faircloth, Don Butler

Michael F. Easley
Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Kerr T. Stevens, Director
Division of Water Quality
July 10, 2001
CERTIFIED MAIL # 7000 1530 0001 0444 1930
RETURN RECEIPT REQUESTED
Mr. Wendell Murphy
Quarter M Farms, Inc.
PO Box 759
Rose Hill, NC 28458
Subject: Notice of Violation and Recommendation for Enforcement
Smith -Alderman Farm
Facility Number: 31-6
Duplin County
Dear Mr. Murphy:
This is to notify Quarter M Farms, Inc., who holds Certificate of Coverage AWS310006
under Swine Waste General Permit AWG100000 issued pursuant to North Carolina General
Statute 143-215.1, of violations ofN.C.G.S. 143-215.1 and the General Permit.
On June 12, 2001, Mr. Stonewall Mathis of the Wilmington Regional Office of the
Division of Water Quality performed an inspection of the referenced animal operation and the
animal waste management system serving this operation. During the inspection, Mr. Mathis
observed that animal waste runoff from a land application field discharged into an unnamed
tributary of Doctors Creek. Doctors Creek is class C Swamp waters of the State in the Cape Fear
River basin. This is a violation of N_C.G.S. 143-215.1 which requires that no person shall make
an outlet into the waters of the State without having obtained and abided by the appropriate
permit. This is also a violation of Part II. Operation and Maintenance Requirements, Section 4 of
-the General Permit which requires that in no case shall land application rates result in runoff
during any given.application.
Be advised that this office is considering recommending assessment of civil penalties to
the Director of the Division of Water Quality for the above noted violations. These violations
may result in civil penalties of up to $25,000 per violation in accordance with North Carolina
General Statute 143-215.6A(a)(2). You may also be assessed for reasonable costs of the
investigation'in accordance with North Carolina General Statute 143-215.3(a)(9). This office is
Wilmington Regional Office
127 Cardinal Drive Extension Phone: [phone]
Wilmington, NC 28405-3845 Fax: [phone]

Mr. Wendell Murphy
July 10, 2001
Page Two
in receipt of a letter dated June 15, 2001 from Mr. John Bizic in which he explains, estimates,
and details the action plan regarding the incident. If you have any further relevant information
for these violations that you wish to present, please submit your written response within ten days
of your receipt of this letter. Your response will be forwarded to the Director along with the
enforcement package for his consideration.
Be advised that the Division of Water Quality may take finther action in these matters
including assessment of civil penalties, injunctive relief, and permit revocation.
If you have any questions concerning this matter, please do not hesitate to call Mr.
Stonewall Mathis at 910-395-3900 ext. 203 or Mr. Steve Lewis at 919-733-5083 ext. 539.
Sincerely,
Rick Shiver
Water Quality Regional Supervisor
cc: Billy Houston, Duplin County Soil and Water Conservation
Ronnie Kennedy, Duplin County Health Department
Kraig Westerbeek, Murphy -Brown LLC
John Bizic, Murphy -Brown LLC
Patrick Fussell, Division of Soil and Water Conservation, WiRO
DWQ Non -Discharge Compliance/Enforcement Unit
Wilmington iles3:1=61
S:1WQS\ANIMALSIDUPLIM2001131-6novrfe

Smith -Alderman Farm
Facility# 31-6
Duplin County
June 12, 2001
14ki
04 0 N of to S c ale
Legend
48 Wooded Area
Animal
z' Waste
- Waters of
the State
Direction
of Flow
1,2,3, Sample
Swamp Locations
State Road
1129 —
Ditch —
N o Flow
SpreLyfield
Re el Gun Drainageway
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. Field
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vironmentg Chemists, Inc.
6602 Windmill Way • Wilmington, North Carolina 28405
(9t0) 392-0223 (Lab) • [phone] (Fax)
[e-mail]
CONSULTING j i L-D V
CHEMISTS --NCDENR: DWQ CERTIFICATE #94, DLS CERTIFICATE #37729
Customer:
NCDENR-DWQ Date of Report: June 26, 2001
127 N. Cardinal Drive Ext.
Wilmington, NC 28405 Purchase Order #:
Attn: Stonewall Mathis
REPORT OF ANALYSIS
Date Sampled: 06/12/01
Sampled By: Stonewall Mathis
Report Number: 1-3612
Report To: Stonewall Mathis
PARAMETER
Sample ID
1
2
3
Swamp
Lab ID
# 5994
# 5996
#f 5997
# 5995
Fecal Coliform, colonies/100ml
1,500,000 est.
2,100,000
> 760,000
9091 est.
Nitrate + Nitrite Nitrogen, NO3 + NO2 - N
mLY/L
3.80
2.80
1.93
1.02
Ammonia Nitrogen, NH3-N, mg/L
196
196
133
4.7
Total Kejeldahl Nitrogen, TKN mg1L
364
266
196
57.1
Total Phosphorus, P mg/L
44.8
45.3
14.8 `
3.90
Comments:
Reviewed by. 177
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CDE'PU0z-.D
ENVIRONMENTAL CHEMISTS, INC
Sample Collection and Chain of Custody
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6602 Windmill Way
Wilmington, NC 29405
Phone: [phone]
Fax: [phone]
Email: EchemW&aal.cam
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Transfer
Relinquished By:
Date/Time
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Date/Time
1,
2.
Temperature whe Received: 2`L Accepted: I
Delivered By: Received By:
Comments:
Resample Requested:
Date: /0 : Z5 ,�,

LWORTANT NOTICE
North Carolina Division of Water Quality (NCDWQ) is strictly =fforcing EPA regular ions for sample collection and
Preservation.
Client Mnst Provide the Faflowine Information
1. • SAMPLE IDENTIFICATION (Container Associated with requested testing)
2. SAMPLE TYPE (Composite, Grab, Water, Soil, etc.)
3. DATE COLLECTED
4. TIME COLLECTED
5. SAMPLE COLLECT
6. PRESERVATION (including Terupwatum and pH)
Temueratnre_ Samples MUST be refrigerated or received on ice between 2 and 6 " C, Samples received
within two (2) hours of collection must show a downward trend Therefore, please record tenq)erature at
collection in space provided on collection sheet
pH- A two (2) hour limit to chemically preserve samples by pH adjustment is allowed, except for metals
samples reported to the Groundwater Section which must be acidified at the tithe of collection.
Caution
These sample bottles may contain small amounts of acid or other corrosive and potentially harmful -
chemicals. Laboratories are required to add these chemicals for certain amalyses m order to comply
with EPA preservation rents. Use extreme case when opeomg and handling the bottles. If
any chemical should get on your sign or clothes flush hlxxally with water and seek medical attention.
DECHLORINATION INSTRI7CTIONS
CAUTION: DO NOT Mix thiosuffate with acid in bottle before collecting samples as a
violent reaction will occur. -
Deehlorinatin Samples that ReQuire Acid Preservation
1. Add 4-5 granules of thiosuifate to a bottle with no acid preservative (wed BODfrSS bottle).
2. After mixing to dissolve the thiosulfae� pour half of the sample into a bottle coining acid as a
motive (Ammoniaff -
3. Then completely fill both bottles with fresh sample.
The Laboratory will verify and document.the above requested information.
ref. NCAC 2H.0805 W 1) M.
"At any time a laboratory receives =nple s which do not meet sample collection, holding time, or presevation
requirements, the laboratory must notify the sample collector or cliem and secure another sample if possible. If another
sample c=ot be secured, the original sample may be analyzed, but the results reported a m ist be qualified with the nature
of the infraction(s). And the laboratory must notify the State Laboratory about the infraction(s). - The notification must
include a summ ut indite conective ac== taken to prevwt the problem for future samples.
at N AC 2H OS05 a

un-?8-01 12.06P Envirochiem
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Date:
910 392 4424
P_01
3 - Environmental Chemists, Inc.
6602 Windmill Way
Wilmington, North Carolina 28405
910.392.0223 phone [phone] fax
[e-mail]
Pages to Follow:
To: ��i�'�_ l�"t`f �ll5 COMPany:From:
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CONSUL TING
CHEMISTS
Customer:
NCDENR-DWQ
127 N. Cardinal Drive Ext.
Wilmington, NC 28405
Attn: Stonewall Mathis
Date Sampled:
Sampled By:
STREAM:
0611?;01
Stonewall Mathis
Environmental Chemists, Inc.
6602 Windmill Way • Wilmington. North Carolina 29405
(9101 392-0223 (Lah) - (910) 392-3-42.3 (F.ax 1
EchemW Oaoixom
NCDENR: DWQ CERTIFICATE ##94. DLS CERTIFICATE #37729
REPORT OF ANALYSIS
Date of Report: June 26, 2001
Purchase Order #:
Report Number: 1-3612
Report To: Stonewall Mathis
PARAMETER
Sample ID
I
2
3
Swamp
Lab ID
# 5994
# 5996
# 5997
# 5995
Fecal Coliform, colonies/100m1
1,500,000 est.
2,100,000
> 760,000
9091 est.
Nitrate + Nitrite Nitrogen, NO3 + NO2 - N
mp/L
3.80
2.80
1.93
1.02
Ammonia Nitrogen, NII,-N, mg/L
196
196
133
4.7
Total Kejeldahl Nitrogen, TKN mg/L
364
266
196
57.1
Total Phosphorus, P mg/L
44.8
45.3
14.8
3.90
Comments:
Reviewed bvk �? �l ['l b C.I. v oL

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66M Windmill Way
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Sample Collecdoll and Chain of CystodY Phone: (910) 392•0223
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Transfer
Relinquished By:
Date/Time
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Date/Time
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Temperature whep Received: J,Z(- Accepted: I Z Rejected:
Delivered By; 4"I�/
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Resample Requested:
Date: ? -61gime•

31- �-
MURPHY FAMILY FARMS
June 15, 2001
Mr. Rick Shiver
NCDENR - Division of Water Quality
127 Cardinal Drive Ext. Wilmington, NC
28405-384.5
RE. Smith -Alderman Farm #31.6 report for events of June 1 r, 2001
Dear Mr. Shiver:
Per permit requirements, the following explains, estimates, and details the action plan
regarding a field runoff on the afternoon of June 12`, 2001.
OIC Anthony Carter began irrigating in the south spray field at approximately 9:58 AM
and, after checking the reel for proper operation, he shoveled an earthen berm at the
end of a grassed waterway as a habitual precautionary measure. He then left to start
irrigating at a farm nearby. He returned approximately 2.5 hours later to inspect the field
and found that cattle had rubbed against the turbine causing 4 to disengage_ He then re-
engaged and sped up the reel and did not see any runoff. He later left to check the other
farm and returned just as Inspector Stoney Mathis spotted water exiting the waterway
into a roadside ditch. Mr. Carter immediately tried to increase his berm, shut down the
pump, and contacted his supervisor for assistance. He then built a berm at the point the
roadside ditch enters a wooded branch. This contained water was pumped back onto
the field that evening and twice again the next morning.
Based on reel movement and travel speed, the OIC estimated the gun cart could have
stayed in one position a maximum of 1.5 hours. Our estimate of the amount that went
past our containment into the wooded branch beside the spray field is approximately
560 gallons. This is based on a visual estimate of 300-400 feet length, one foot wide,
and four inches average depth.
Due to our standard operating procedures of no irrigating with cattle in the field, field
checks every two hours, and immediately shutting off pumps in the event of any
problem, we issued the OIC a final written warning and are re -assigning him to another
department outside Land and Nutrient Management with no irrigation responsibilities.
If you have any questions or require any further actions please contact John Bizic or
Kraig Westerbeek at 910-289-6439.

Sincerely,
John Bizic
Land and Nutrient Director
Cc_ Terry Coffey, Jeff Turner, Paul Faircloth, Don Butler

STATE OF NORTH CAROLINA ENVIRONMENTAL MANAGEMENT
COMMISSION `
COUNTY OF
IN THE MATTER OF ASSESSMENT ) WAIVER OF RIGHT TO AN
OF CIVIL PENALITIES AGAINST ) ADMINSTRATTVE HEARING AND
PERMIT NO. ) STIPULATION OF FACTS
FILE NO:
Having been assessed civil penalties totaling for
violation(s) as set forth in the assessment document of the Director of the Division of Water Quality
dated, , the undersigned, desiring to seek remission of the civil
penalties, does hereby waive the right to an administrative hearing in the above -stated matter and
does stipulate that the facts are as alleged in the assessment document.
This the day of , 20
SIGNATURE
ADDRESS
TELEPHONE

STATE OF NORTH CAROLINA
COUNTY OF DUPLIN
IN THE MATTER OF
QUARTER M FARMS, INC.
FOR MAKING AN OUTLET TO THE
WATERS OF THE STATE OF
NORTH CAROLINA
WITHOUT A PERMIT
NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND
NATURAL RESOURCES
File No. DV 00-020
FINDINGS AND DECISION
AND ASSESSMENT OF
CIVIL PENALTIES
Acting pursuant to delegation provided by the Secretary of the Department of
Environment and Natural Resources, I, Kerr T. Stevens, Director of the Division of Water
Quality (DWQ), make the following:
I. FINDINGS OF FACT:
A. Quarter M Farms, Inc. owns and operates the Smith -Alderman Farm, a swine
operation located along SR 1128 in Duplin County.
B. On August 11 and August 12, 1999, DWQ staff inspected the Smith -Alderman
Farm and associated sprayfields in response to a citizen complaint. Staff observed
a broken clean -out pipe and many small areas of ponded wastewater leading from
the broken pipe to an area between two lagoons. Staff observed evidence of flow
from the area between the two lagoons to a wetland area. Staff further observed a
discharge of wastewater from the wetland area to an unnamed tributary to Doctors
Creek which are Class C Sw waters of the State within the Northeast Cape Fear
River Basin.
C. On August 12, 1999, DWQ staff collected a surface water sample from the area of
ponded waste between the two lagoons at the Smith -Alderman Farm. The fecal
coliform bacteria concentration in the sample was 2,200,000 colonies/100 ml.
D. The water quality standard for dissolved oxygen within Class C Sw waters is not
less than 5.0 mg/1 for average daily values and not less than a minimum
instantaneous value of 4.0 mg/1; swamp waters ... may have lower values if
caused by natural conditions as set forth in 15A NCAC 2B.0211(3)(b).

E. On August 12, 1999, DWQ staff measured dissolved oxygen levels in the
unnamed tributary (UT) to Doctors Creek and in Doctors Creek using a calibrated
instrument. The measurements were made at an upstream location and at three
downstream locations. The results are shown in the following table_
Samole Location Dissolved Oxvaen (mR/i
Upstream 3.3
Downstream of discharge in UT at SR 1128 0.02
Downstream of discharge in UT at SR 1131 0.02
Downstream of discharge in Doctors Creek at SR 1129 1.6
F. The water quality standard for fecal coliform bacteria within Class C Sw waters
shall not exceed a geometric mean of 200 colonies per 100 ml (200/100ml), based
upon five consecutive samples examined during a 30 day period, nor exceed
400/100m1 in more than 20% of the samples examined during a such period as set
forth in 15A NCAC 2B.0211(3)(e).
G_ From August 11, 1999 to August 17, 1999, DWQ collected surface water samples
from the unnamed tributary (UT) to Doctors Creek where the UT passed under SR
1131. The fecal coliform bacteria results in units of colonies per 100 ml are
shown in the following table along with the geometric mean value of the results.
Date
Sample Station Fecal CoIiforrn
8/11/99
UT at SR 1131 580,000
8/ 12/99
920,000
8/ 13/99
1,100,000
8/16/99
21,000
8/ 17/99
53,000
Geometric Mean = 230,690 colonies/100ml
H. Quarter M Farms, Inc. had no valid permit for the above -described discharges.
I. The cost to the State of the enforcement procedures in this matter totaled
$3,518.10.

Based upon the above Findings of Fact, I make the following:
11. CONCLUSIONS OF LAW:
A. Quarter M Farms, Inc. is a "person" within the meaning of G.S. 143-215.6A
pursuant to G.S. 143-212(4).
B. An unnamed tributary to Doctors Creek constitutes waters of the State within the
meaning of G.S. 143-215.1 pursuant to G.S. 143-212(6).
C. The above -cited discharge constitutes making an outlet to waters of the State for
purposes of G.S. 143-215.I(a)(1), for which a permit is required by G.S. 143-
215.1.
D. Quarter M Farms, Inc. violated G.S. 143-215.1 and 15A NCAC 2B.0211(3)(b) on
August 12, 1999 when the water quality standard for dissolved oxygen applicable
to the unnamed tributary to Doctors Creek was exceeded.
E. Quarter M Farms, Inc. violated G.S. 143-215.1 and 15A NCAC 2B.0211(3)(e)
from August 11 to August 17, 1999 when the geometric mean water quality
standard for fecal coliform applicable to the unnamed tributary to Doctors Creek
was exceeded.
F. Quarter M Farms, Inc. may be assessed civil penalties in this matter pursuant to
G.S. 143-215.6A(a)(2), which provides that a civil penalty of not more than
twenty-five thousand dollars ($25,000.00) per violation may be assessed against a
person who is required but fails to apply for or to secure a permit required by G.S.
143-215.1.
G. Quarter M Farms, Inc. may be assessed civil penalties in this matter pursuant to
G.S. 143-215.6A(a)(1), which provides that a civil penalty of not more than
twenty-five thousand dollars ($25,000) per violation may be assessed against a
person who violates any classification, standard, limitation, or management
practice established pursuant to G.S. 143-214.1, 143-214.2, or 143-215.1.
H. The State's enforcement costs in this matter may be assessed against Quarter M
Farms, Inc. pursuant to G.S. 143-215.3(a)(9) and G.S. 143B-282.1(b)(8).
I. The Director, Division of Water Quality, pursuant to delegation provided by the
Secretary .of the Department of Environment and Natural Resources has the
authority to assess civil penalties in this matter.

Based upon the above Findings of Fact and Conclusions of Law, I make the following:
III. DECISION:
Accordingly, Quarter M Farms, Inc. is hereby assessed a civil penalty of: //
$ eo ?So . oCI for making an outlet to the waters of the State without a
permit on August 12, 1999 as required by G.S. 143-215.1.
$ 3 , :Z So . o_0 for one violation of G.S. 143-215. 1 (a)(6) and 15A NCAC
2B.0211(3)(b) by exceeding the water quality standard for
dissolved oxygen on August 12, 1999.
So . o d for one violation of G.S. 143-215.1(a)(6) and NCAC
2B.0211(3)(e) by exceeding the water quality standard for
fecal coliform bacteria over the time period from August 11
through August 17, 1999.
TOTAL CIVIL PENALTY, which is 4g. S percent of the
maximum penalty authorized by G.S. 143-215.6A.
$ 3,518.10 Enforcement costs
$� 4.!1 _ N o TOTAL AMOUNT DUE
As required by G.S. 143-215.6A(c), in determining the amount of the penalty I have
considered the factors listed in G.S.143B-282. I (b), which are:
(1) The degree and extent of harm to the natural resources of the State, to the public
health, or to private property resulting from the violation;
(2) The duration and gravity of the violation;
(3) The effect on ground or surface water quantity or quality or on air quality;
(4) The cost of rectifying the damage;
(5) The amount of money saved by noncompliance;
(6) Whether the violation was committed willfully or intentionally;
(7) The prior record of the violator in complying or failing to comply with programs
over which the Environmental Management Commission has regulatory authority;
(8) The cost to the State of the enforcement procedures.
5-23-ao
(Date) Kerr T. Stevens, Director
Division of Water Quality

1/Z
F A M I L Y F A R M S
E C E! V E
MAR 2720I10
March 24, 2000 o E M
PROJ#
NCDENR - Division of Water Quality
127 Cardinal Drive Ext. Wilmington, NC
28405-3845
RE. Smith -Alderman Facility # 31-6 NOV/RFE
Dear Mr. Shiver:
In response to your March 20' letter concerning the December 9' visit to the farm by Mr.
Matthis, consider the following:
1. We were greatly surprised by your letter because no irrigated water reached the
roadside ditch and I specifically said so to Mr. Matthis, pointing out that rainwater
runoff from the road drains to where our crossing into the spray field is, being
retained there because the crossover pipe is plugged. I received no reaction from
the inspector.
2. The 'runoff' occurred due to our new irrigator pulling the gun cart of the reel out
about 20 feet too far, causing effluent to fill in some shallow depressions in the dirt
drive into the field from the highway. I reprimanded the new employee while the
inspector was present for not double checking his application. He had temporarily
left to check a farm up the road.
3. 1 was not advised of any ditch water samples being taken nor did I see or hear of
any justification for such. As you and your inspectors know, it is our policy to
always sample whenever and wherever you do.
4. 1 asked Mr. Matthis just before he left "Is there anything else at all we need to do?"
and he said, "No, I don't know if anything will come of this." No mention was made
of fling a written report or of pumping the shallow roadside ditch water back to the
spray field, either of which could have been easily accomplished.
5. No action plan is needed since the system was shutdown while the inspector was
on -site and the inspector suggested no direction for further corrective actions. We
directed the new irrigator to stay on -site and monitor applications until he gained
more experience, as 1 noted earlier.
Post Office Box 759, Rose Hill, North Carolina 28458, [phone], FAX [phone]

•
2�2
While we regret our mistake due to inexperience, it does not warrant a NOV and we
respectfully request it be rescinded. If you have any questions or require any further
actions please contact John Bizic or Kraig Westerbeek at 910-289-6439.
Sincerely,
ohn Bizi�
Land and Nutrient Manager
Cc: Garth Boyd
Paul Faircloth
Jeff Turner
Kraig Westerbeek
David Jones, Duplin County Soil and Water Conservation
Star Maready, Duplin CES
Steve Lewis, DWQ Central Office
Post Office Box 759, Rose Hill, North Carolina 28458, [phone], FAX [phone]

State of North Carolina
Department of Environment
and Natural Resources
Wilmington Regional Office
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
Division of Water Quality
March 20, 2000
CERTIFIED MAIL # Z 418 221 342
RETURN RECEIPT REQUESTED
Mr. Wendell Murphy
Murphy Farms, Inc.
PO Box 759
Rose Hill, North Carolina 28458
IT
1 • •
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
Subject: Notice of Violation & Recommendation for Enforcement
Smith Alderman Farm
Facility # 31-6
Duplin County
Dear Mr. Murphy:
This is to notify Quarter M Farms, who holds a nondischarge permit for an animal waste
disposal system pursuant to 15A NCAC 21-1.0200 and N.C.G.S. 143.215.1, of violations of Animal
Waste Permit AWS310006.
On December 9, 1999, Mr. Stonewall Mathis from the Wilmington Regional Office of the
Division of Water Quality inspected your animal operation and the animal waste management
system serving this operation. It was observed that animal waste was being land applied and leaving
the land application site as runoff and discharging into a roadway ditch along NC State Road 1128.
This roadway ditch drains into an unnamed tributary of Doctors Creek. Doctors Creek is Class "C-
Swamp" waters of the State in the Northeast Cape Fear River Basin.
This is a violation of Part 1. Performance Standards, Section 1 of Animal Waste Permit
AWS310006, which prohibits the discharge of waste from the animal waste management system.
This is also a violation of Part II. Operation and Maintenance Requirements, Section 1 of Animal
Waste Permit AWS310006, which requires proper maintenance and operation of the animal waste
127 North Cardinal Dr., Wilmington, North Carolina 28405 Telephone [phone] FAX 910-35MO04
- An Equal Opportunity Affirmative Action Employer 50% recycled/10% post -consumer paper

Mr. Wendell Murphy
March 20, 2000
Page Two
management system. This also violates Part II. Operation and Maintenance Requirements, Section
4 of Animal Waste Permit AWS310006, which requires that land application rates shall in no case
result in runoff daring any given application.
Also, Part 111. Monitoring and Reporting Requirements, Section 6 of Animal Waste Permit
AWS310006 requires that the Permittee file a written report to the appropriate DWQ Regional
Office within 5 calendar days outlining the actions taken to correct the problem and ensure that the
problem does not recur. No such report was filed with the Wilmington Regional Office of the
Division thereby constituting a violation of this part of Animal Waste Permit AWS310006.
To correct these violations, please submit a Plan of Action to the Wilmington Regional
Office of the Division of Water Quality that describes the actions to be taken to comply with Animal
Waste Permit AWS310006. The plan should address the noted violations and include the following:
1. The procedures followed to immediately eliminate the discharge of wastewater.
2. A list of any and all modifications needed to ensure there will be no future discharges along
with a timetable for the completion of the modifications.
The proposed written plan of action must be received by this office within fifteen (15)
days of the receipt of this notice. Upon approval and implementation of the plan, you must
notify this office when the corrective actions are complete.
Please be advised that the Wilmington Regional Office of the Division of Water Quality is
considering submittal of a recommendation for enforcement action to the Director of the Division
of Water Quality. The recommendation concerns the above noted violations. If you have an
explanation for these violations that you wish to present, please send this in writing along with the
plan of action. Your explanation will be reviewed and if an enforcement action is still deemed
appropriate, your explanation will be forwarded to the Director with the enforcement package for
his consideration.
If the violations are not corrected, the Division of Water Quality may pursue additional
civil penalties, injunctive relief, or permit revocation.

Mr. Wendell Murphy
March 20, 2000
Page Three
If you have any questions concerning this matter please do not hesitate to contact either
Mr. Stonewall Mathis, of our Wilmington Regional Office at [phone] or Mr. Steve Lewis
at [phone], ext. 539.
Sincerely,
Rick Shiver
Regional Water Quality Supervisor
cc: Harold Jones, Duplin County Soil and Water Conservation
Star Maready, Duplin County Cooperative Extension
DWQ Non -Discharge Operations Branch File
DWQ Wilmington Animal Files 31-6
S:1WQS]ANIMALSOUPLIN12000131-6novroe2

F A M I L Y F A R M S
Marcie 22, 2000
Mr. Rick Shiver
DWQ Regional Supervisor
127 Cardinal Dr. Ext.
Wilmington, NC 28405-3845
---------------
is « 3 2WQ
Subject: Response to your March 6, 2000 NOV and RFE for Smith -Alderman farm
Facility Number 31-6
Dear Mr. Shiver.
The purpose for my letter is to communicate actions taken at the Smith -Alderman farm to
correct the problems noted in your March 6, NOV and RFE. The numbers on my response
correspond with the numbers in your. last. communication.
I & 2) Please refer to my attached letter dated August 17, 1999 that was faxed and mailed to you
that same day explaining the circumstances. The situation was accidental and because the pipe
broke underground and the discharge was not enough to be apparent, it regrettably weni
unnoticed.
3) Since the incident, 4" x 4" posts have been placed beside all clean out pipes to make them
more visible to those operating tractors and mowers. Additionally, areas around the pipes are
being mowed and/or sprayed during the summer. This action obviously will improve our ability
to inspect the pipes.
4) The first stage lagoon where the broken pipe discharged into, maintains a constant
freeboard level of 19". A transfer pipe takes the overflow into a lift station and then a secondary
lagoon. Because the freeboard is constant, we did not track the levels. At your request, we are
now recording the freeboard on this first stage lagoon.
5) Your office was not notified within 24 hours of the occurrence because the subcontractor
repairing the broken pipe did not detect any discharge to surface waters. The vegetation in the
area was tall and dense. Secondly there was no failure of a major component of the waste
treatment system affecting the facility's ability to store waste.
6) 1 did file a written report with you on August 17, 1999 which was five calendar days after
my first knowledge of the problem late in the evening on August 1 Ith, but a couple hours shy of
August 12`h. Technically this does not comply, but I hope you will agree that I met the intent of
the rule.
Post Office Box 759, Rose Hill, North Carolina 28458, [phone], FAX [phone]

Shiver
Page 2
In addition, on August 16`4, 19991 faxed you a memo which communicated the results
from the stream monitoring we performed over the weekend as a favor to you and your staff
which is evidence of our concern and desire to cooperate.
7) Regarding the OIC, we were in compliance with the permit because Michael Norris was
designated as the backup OIC. Please refer to the attached OIC spreadsheet which Raleigh DWQ
approved for use and was sent on April 16, 1999. The first three lines of the spreadsheet show
that Michael Norris was the backup OIC for facility 31-6. Secondly the OIC rules Section
0201(a)(2) state that we have 30 days to designate a new OIC for a facility. At the time of the
incident, it had been less than two weeks since Ms. Battelle resigned.
I am sorry this accident occurred. The above actions detail actions that should prevent
another occurrence. Thank you in advance for your consideration of these actions and facts. I
am,
Sincerely our ]
4). �;V
Garth W. Boyd, Ph.D,
Director, Land & Nutrient Management
GWB:rbe

r1%'A
MURPH-Y_
FAM ILY FARMS
August 17, 1999
Mr. Rick Shiver
DWQ Regional Supervisor
127 Cardinal Dr. Ext.
Wilmington, NC 28405-3845
RE: Smith Farm Broken Pipe Incident
Dear Mr. Shiver,
To comply with the general permit for the Smith Farm, the purpose of my letter is to file a written report on the
Smith Farm broken clean out pipe incident.
On Tuesday afternoon, August 10, 1999, our construction crew arrived at the Smith Farm with a small bulldozer to
repair a washout area below the storm drain adjacent to the last hog house. Their purpose was to create a wide,
smooth waterway that could be kept mowed. While looking over the work to be accomplished, the bulldozer
driver noticed some effluent puddled around the clean out pipe that extends above the ground. The Maintenance
department was notified and a subcontractor came out and repaired the pipe within two hours. Due to the pipe
extending out of the ground several feet, it was hit somehow at an earlier unknown time and date which caused the
pipe to partially break where it coupled into the main discharge line from the lift station to the primary lagoon.
The area around the discharge pipe was grown up in tall grass and weeds and a discharge was not noticed. The
bulldozer driver went on and completed the erosion repair job.
On Wednesday night, August 11, 1999,1 was notified that DWQ personnel were in the area investigating a
discharge. Apparently a severe storm forced them to leave the area. By dawn the next morning, our people began
checking every lagoon and riser at the Smith and Alderman farms and saw no problems. Later investigation traced
the discharge to the broken pipe that had been repaired.
To ensure that this problem does not recur, I have instructed all LNM technicians to keep a reasonable area mowed
around lagoon clean out pipes, and to make an inspection of the lift station lines every time they inspect a lagoon.
I deeply regret that this incident occurred and went unnoticed. I am,
Sincerely our
W I 4Q
Garth W. Boyd, Ph.D.
Director, Land & Nutrient Management
cc: John Bizic, Jeff Turner
Post Office Box 759, Rose Hill, North Carolina 28458, (9.10) 289-2111, FAX [phone]

um
Murphy Family Farms Company Farms
oic'S
Farm Name
Facility No.
OIC 9 Cert 1
Si ature
01C 2
Cert 2
Signatur
ALDERMAN FARM 1,2,3
31-6
MARTY BATTELLE 17995
I HEAL NORRIS
19861
19861
ALDERMAN FARM 4,5,6
31-6
MARTY BATTELLE 17995
C EAL NORRIS
ALDERMAN FARM 7,8,9
31-6
MARTY BATTELLE 17995
AUCHEAL NORRIS
19861
AMMON NURSERY
0949 1
MICHAEL NORRIS 19861
!
NICK BARNES
-7-
21450
BATCHELOR SOW FARM
31-563
DAVID GLECKLER 20843
'
BENSON FARM -
31-39
DAVID GLECKLER 20843
BLADEN BOAR STUD
09-167
MICHAEL NORRIS 19861
BLADEN BREEDING FARM
09-114
MICHAEL NORRIS 19861
MICHAEL NORRIS
19861
BLAND FARM
31-358
TOM BELL 17798
LEE ROY HALL, JR.
180
�
BLUEBERRY SOW FARM
09-203
NICK BARNES 21450
MiCHALE NORRIS
19861
BOSTIC FARM
31-102
JOHN BIZIC 22540
BREWER FARM
M24
JOHN BIZIC 22540
BRINKLEY, JASPER T.
31-519
TOM BELL 17798
LEE ROY HALL, JR.
18053
BROWN FARM
31-59
DAVID GLEC R 20843
BULLTAIL SOW 1
71-67
MARGARET BATTELLE 17995
HAEL NORRIS
1986
BULLTAIL SOW 2
71-18
MARGARET BATTELLE 17995
EL NORRIS
19861
CC FARM
82-31
JULIA TATEM 22989
PAUL FAiRCLOTH
19317
+�
CAIN SOW, NUR, FIN
09-4,12,85
WALT BURNEY 21459
COBLE FARM
31-449
TOM BELL 17798
CORBETT FARM 1.
31-11
JOHN BIZIC 22540
WAYNE LEWIS
20103
CORBETT FARM 2
31-12
JOHN BIZIC 22540
n
WAYNE LEWIS
20103
CORBETT FARM 3
31-13
JOHN BIZIC 22540
WAYNE LEWIS
20103
CORBETT FARM 4
31-14
JOHN BIZIC 22540
N
WAYNE LEWIS
20103
CORNFED NURSERY 1
31-264
JOHN BIZIC 22540
-
CORNFED NURSERY 2
31-263
JOHN BIZIC 22540
COTTLE FARM 1
31-41
DAVID GLECKLER 20843
'
v. W Q%J V P7 NU II:.AL7 Z/2Z/99
e
Im

r State of North Carolina
Department of Environment
and Natural Resources
Wilmington Regional Office
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
Division of Water Quality
March 6, 2000
Certified Mail # Z 418 2-21 339
Return Receipt Requested
Mr. Wendell Murphy
Murphy Family Farms
PO Box 759
Rose Hill, North Carolina 28458
Subject: Notice of Violation & Recommendation for Enforcement
Smith -Alderman Farm
Facility Number: 31-6
Duplin County
Dear Mr. Murphy:
INA
NCDENR
NORTH CAROUNA DEPARTMENT OF
ENVIRONMENT AND NA uRAL RESOURCES
This is to notify Quarter M Farms/Murphy Family Farms, who holds a non -discharge permit for an
animal waste disposal system pursuant to 15A NCAC 2H .0200 and North Carolina G.S. 143.215.1, of violations
of Animal Waste Permit AWS310006.
i
On August 11,1999, Mr. Dean Hunkele and Mr. Stonewall Mathis from the Wilmington Regional Office
of the Division of Water Quality responded to an anonymous complaint received at approximately 5:15 p.m.
A significant discharge of animal waste to an unnamed tributary of Doctors Creek was discovered at a stream
crossing along SR 1131. Doctors Creek is Class "C-Swamp" Waters of the State in the Northeast Cape Fear
River Basin. The source of the spill could not be determined at that time due to severe thunderstorm activity
in the area.
On August 12, 1999, Mr. Hunkele, Mr. Mathis, and I continued the investigation into a possible source
by meeting company officials of Murphy Family Farms at the Smith -Alderman facility. We were shown a broken
clean -out pipe between the lift station serving the Smith site and the primary lagoon. Evidence indicated that
this was the source of the discharge. It was observed that waste was leaving the facility through a
wetlandkreek system that crossed SR 1128 between the entrances to the Alderman and Smith sites.
Several violations stemming from this incident are outlined below:
1) Discharge of animal waste to Waters of the State. This is a violation of Part 1. Performance Standards,
Section 1 of AWS310006, which prohibits the discharge of waste from the animal waste management
system.
2) Failure to maintain and operate waste collection system at all times. This is a violation of Part II.Operation
and Maintenance Requirements, Section 1 of AWS310006, which requires proper maintenance and
operation of the animal waste management system.
127 North Cardinal Dr., Wilmington, North Carolina 28405 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled110% post -consumer paper

Mr. Wendell Murphy
March 6, 2000
Page 2
3) Failure to inspect waste collection, treatment, storage, and transmission structures to insure proper
operation. This is a violation of Part Ill. Monitoring and Reporting Requirements, Section 1 of AWS310006
which requires that waste collection, treatment, storage, and transmission structures (.e. piping, pumps,
reels, etc.), under the control of the owner/operator shall be inspected to insure proper operation not to
exceed monthly.
4) Failure to maintain adequate weekly freeboard records for all structures on site. This is a violation of Part
III. Monitoring and Reporting Requirements, Section 2 of AWS310006, which requires waste lagoon/storage
pond levels shall be recorded weekly on forms supplied or approved by DWQ.
5) Failure to notify to the Wilmington Regional Office as required under Part Ill. Monitoring and Reporting
Requirements, Section 6 of AWS310006. Permittee is required to notify DWQ as soon as possible, not to
exceed 24 hours, of first knowledge of the incident under the following sub -Sections. a) Any failure of the
waste system resulting in a discharge of waste to surface waters. b) The failure of a major component of
the waste treatment system affecting the facility's ability to store the animal waste. g) Any discharge that
bypasses a lagoon /storage pond resulting in a discharge to surface waters or that poses a serious threat
to the environment.
6) Failure by Permittee to file a written report to the Wilmington Regional Office under Part III. Monitoring and
Reporting Requirements of AWS310006. Report of the occurrence is required within 5 calendar days
following first knowledge of the occurrence.
7) Failure to have a currently employed operator -in -charge (OIC) or backup OIC designated for this facility
under Part V. General Conditions of AWS310006. Margaret Battelle was the OIC fisted with the State, but
her employment ended on July 30, 1999 and had not visited'ihe site since mid -July.
To correct these violations, please submit a Plan of Action to the Wilmington Regional Office of the
Division of Water Quality that describes the actions to be taken to comply with Animal Waste Permit
AWS310006.
The proposed plan of action must be received in writing by this office within fifteen (15) working
days of receiving this notice. Upon approval and implementation of the plan, you must notify this office
when the corrective actions are complete.
If the violations are not corrected, the Division of Water Quality may pursue additional civil
penalties, injunctive relief, or permit revocation.
If you have any questions concerning this matter please do not hesitate to contact either Mr.
Hunkele, Mr. Mathis, or I at (910)-395-3900 or Mr. Steve Lewis in Raleigh at [phone], ext. 539.
Sincerely,
Xr.Rick Shiver
Water Quality Regional Supervisor
cc: Dr. Garth Boyd, Murphy Family Farms
Harold Jones, Duplin Co. Soil and Water Conservation
DWQ Non -Discharge Operations Branch File
DWQ Wilmington Animal Files 31-6
GIDATAIWPDATAIWQSWNUAALSIDUPL D,112000�3 1- i
Discharge NOV & ROE.doc

State of North Carolina
Department of Environment
and Natural Resources RECEIVED
Division of Water Quality
.1UN 0.1 ?f1U0
James B. Hunt, Jr., Governor
Bill Holman, Secretary BY:
Kerr T. Stevens, Director
MR. JEFF TURNER
MURPHY FAMILY FARMS
PO BOX 759
ROSE HILL, NC 28458
Dear Mr. Turner:
i • �
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
May 30, 2000
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
SUBJECT: Assessment of Civil Penalties for
Making an Outlet to Waters of the
State without a Permit
Farm #31-6
Duplin County
File No. DV 00-020
This letter transmits notice of a civil penalty assessed against the Smith -Alderman Farm
in the amount of $16,268.10 including $3,518.10 in investigative costs. Attached is a copy of the
assessment document explaining this penalty.
This action was taken under the authority vested in me by delegation provided by the
Secretary of the Department of Environment and Natural Resources. Any continuing violation(s)
may be the subject of a new enforcement action, including an additional penalty.
Within thirty days of receipt of this notice, you must do one of the following:
Submit payment of the penalty:
Payment should be made directly to the order of the Department of
Environment and Natural Resources (do not include waiver form).
Payment of the penalty will not foreclose further enforcement action for
any continuing or new violation(s).
Mailing Address: Telephone [phone]
1617 Mail Service Center Fax [phone]
Raleigh, North Carolina 27699-1617 State Courier #52-01 -01
An Equal Opportunin• /Affirmative Action Employer
50% recycled / 10% post -consumer paper
http.-11h2o.enr.srate.nc.us
,Location:
512 N. Salisbury St.
Raleigh, NC 27699-1617

Please submit payment to the attention of:
Ms. Coleen Sullins
NCDENR
DWQ
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
OR
2. Submit a written request for remission or mitigation including a detailed
justification for such request:
A request for remission or mitigation is limited to consideration of the
reasonableness of the amount of the penalty and is not the proper procedure for
contesting the accuracy of any of the statements contained in the assessment
letter. Because a remission request forecloses the option of an administrative
hearing, such a request must be accompanied by a waiver of your right to an
administrative hearing and a stipulation that there are no factual or legal issues in
dispute. You must execute and return to this office the attached waiver and
stipulation form and a detailed statement which you believe establishes whether:
(a) one or more of the civil penalty assessment factors in G.S. 14313-282.1(b)
were wrongfully applied to the detriment of the petitioner;
(b) the violator promptly abated continuing environmental damage resulting
from the violation;
(c) the violation was inadvertent or a result of an accident;
(d) the violator had been assessed civil penalties for any previous violations;
(e) payment of the civil penalty will prevent payment for the remaining
necessary remedial actions.
Please submit this information to the attention of:
Mr. Steve Lewis
NCDENR
DWQ
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
OR
3. Submit a written request for an administrative hearing:
If you wish to contest any portion of the civil penalty assessment, you must
request an administrative hearing. This request must be in the form of a written
petition to the Office of Administrative Hearings and must conform to Chapter
150B of the North Carolina General Statutes. You must file your original petition
with the:

Office of Administrative Hearings
6714 Mail Service Center
Raleigh, North Carolina 27699-6714
AND
Mail or hand -deliver a Copy of the petition to:
Mr. Dan McLawhorn
NCDENR
Office of General Counsel
1601 Mail Service Center
Raleigh, NC 27699-1601
Failure to exercise one of the options above within thirty days, as evidenced by a date
stamp (not a postmark) indicating when we received your response, will result in this matter
being referred to the Attorney General's Office with a request to initiate a civil action to collect
the penalty. Please be advised that additional assessments may be levied for future violations
which occur after the review period of this assessment.
If you have any questions, please contact Mr. Steve Lewis at [phone], ext. 539 or
Mr. Jeff Poupart at [phone], ext. 527.
Sincerely,
Kerr T. Stevens
ATTACHMENTS
cc: Rick*Shiver, Wilmington Regional Supervisor w/ attachments
File # DV 00-020 w/ attachments
Central Files w/ attachments
Public Information Officer w/ attachments

Re: SmithAldennan Case
Subject: Re: Smith -Alderman Case
Date: Thu, 13 Jul 2000 17:30:45 -0400
From: Steve Lewis <[e-mail]>
To: Stonewall Mathis <Stonewall. Mathis@ucmail. net>
It was settled for $13,000 total. Also, they won't be able to sell hogs
to Smithfield Packing for a year by the terms of Smithfield's permit.
Stonewall Mathis wrote:
> Steve,
> When will they pay the other $3,000 +?
> Stoney
> Steve Lewis wrote:
> > Received check for $13,000 today from Murphy Farms, Inc.
1 of 1 07/14/2000 8:59 AM

Smith -Alderman Case
.3.1-6�.
Subject: Smith -Alderman Case
Date: Thu, 13 Jul 2000 09:49:28 -0400
From: Steve Lewis <steve. lewis@ncmail. net>
To: Rick Shiver <Rick. Shiver@ncmail. net>, Stonewall Mathis <[e-mail]>,
Dean Hunkele <Dean. Hunkele@ncmail. net>, Jeff Poupart <[e-mail]>
Received check for $13,000 today from Murphy Farms, Inc.
1 of 1 07/13/2000 4:33 PM

O�OF W A 7F9QG , Michael F. Easley
` Governor
William G. Ross Jr. Secretary
Department of Environment and Natural Resources
Kerr T. Stevens
Division of Water Quality
• I
February 23, 2001
Certified Mail
Return Receipt Renuested
Mr Robert Urell
Smithfield Foods Incorporated
200 Commerce Street
Smithfield, Virginia 23430
Subject: Non -compliant Swine Facilities
Permit Number NC 0078344
Bladen County
Dear Mr. Urell:
Your NPDES permit number NCO078344 issued June 1, 1999 for the T'arheel Division facility, Special Condition A (5) requires
that the facility not purchase for processing any swine finished on a farm that has been finally assessed a Civil Penalty pursuant
to General Statute 143-215.6A for discharging animal waste to surface waters or wetland or overapplying waste. This
prohibition shall remain in effect for twelve months from the date of receipt of this letter.
The following farms have civil penalties finally assessed for discharging waste to waters of the state:
Jenkins Farm Facility 66-49 Previously Notified in May 30, 2000 Letter
Rt 1 Box 23
Woodland NC 27897
Brown's 7 & 8 Facility 52-42 Previously Notified in August 9, 2000 Letteir
PO Box 487
Warsaw NC 28398
Smith Alderman Facility 31-6 Previously Notified in August 9, 2000 Letter
947 Powell Page Road
Rose Hill NC 28458
William James Facility 31-36 Previously Notified in August 9, 2000 Letter
2478 Lightwood Bridge Road
Wallace NC 28466
Warren Swine Farm Facility 82-13 Previously Notified in September 18, 2000 Letter
P. O. Box 223
Newton Grove, NC 28366
Rose Swine Farm Facility 82-101 Previously Notified in September 18, 2000 Letter
481 Lassiter Road
Newton Grove, NC 28366
Elden Hester Facility 9-45 Previously Notified in September 18, 2000 Letter
8326 Center Road
Baldenboro, NC 28366
NCDw�
E1�R
Customer Service Division of water Quality 1617 Mail Service Center Raleigh, NC 27699-1617 [phone]
1 800 623-7748

Carroll's # 2537 & 2538 Facility 82-466
Previously Notified in December 12, 2000 Letter
P.O Box 856
-
Warsaw, NC 28398
Carroll's # 2546 Facility 82-464
Previously Notified in December 12, 2000 Letter
P.O Box 856
Warsaw, NC 28398
Pork Plus Facility 82-25
Previously Notified in December 12, 2000 Letter
P.O Box 856
-
Warsaw, NC 28398
Enrol Quinn Farm Facility 31-101
Previously Notified in January 13, 2001 Letter
218 J.B Stroud
Magnolia, NC 28453
Langley/Clover M Facility 33-24
Added
PO Box 215
Sharpsburg, NC 27878
AJ Huffman Facility 67-38
Added
612 Barbee Rd
Richlands, NC 28474
Pork Chop #1 Facility 31-425
Added
PO Box 267
Willard, NC 28478
If you have any questions regarding this notification please contact Jeff Poupart with the Non -Discharge Compliance and
Enforcement Unit at [phone] x527.
Sincerely,
r�{ Kerr T. Stevens - -
cc. Larry Johnson, Smithfield Foods
Non -discharge Compliance & Enforcement -Unit
Wilmington Regional Office
Fayetteville Regional Office_
Central files
NPDES Permit File
Washington Regional Office

Re: Smith Alderman Case
31-b
Subject: Re: Smith -Alderman Case
Date: Thu, 13 Jul 2000 17:30:45 -0400
From: Steve Lewis <[e-mail]>
To: Stonewall Mathis <[e-mail]>
It was settled for $13,000 total. Also, they won't be able to sell hogs
to Smithfield Packing for a year by the terms of Smithfield's permit.
Stonewall Mathis wrote:
> Steve,
> When will they pay the other $3,000 +?
> Stoney
>
> Steve Lewis wrote:
> > Received check for $13,000 today from Murphy Farms, Inc.
1 of 1 07/14/2000 8:59 AM

Smith Alderman Case
_21-- 4
Subject: Smith -Alderman Case
Date: Thu, 13 Jul 2000 09:49:28 -0400
From: Steve Lewis <steve. lewis@ncmail. net>
To: Rick Shiver <[e-mail]>, Stonewall Mathis <[e-mail]>,
Dean Hunkele <Dean. Hunkele@ncmail. net>, Jeff Poupart <[e-mail]>
Received check for $13,000 today from Murphy Farms, Inc.
of 1 07/13/2000 4:33 PM

MU PHY
FAMILY FARMS
April 17, 2000
NCDENR - Division of Water Quality
127 Cardinal Drive Ext. Wilmington, NC 28405-3845
RE: Smith Alderman Facility # 31-6
Dear Mr. Hunkele:
In accordance with reporting procedures, this letter is a follow-up to our telephone conversation
on April 14, 2000 regarding a cracked pipe at Smith -Alderman. On the afternoon of April 13'
we discovered a soft spot about six inches in diameter where some waste had come to the
surface. Upon digging, a four -inch hairline crack was discovered in the underground tee fitting.
An air hammer or faulty pipe manufacturing probably caused this. This slow leak allowed some
waste to reach a dead-end ditch in the woods and mix with rainwater but was fully contained on
our property and cannot move further.
Our routine inspection and quick action have solved this problem and we will continue to monitor
the system.
If you have any questions or require any further actions please contact John Bizic or Kraig
Westerbeek at 910-289-6439.
Sincerely,
7�
John Bizic
Land and Nutrient Manager
Cc: Garth Boyd, Paul Faircloth
Post Office Box 759, Rose Hill, North Carolina 28458, [phone], FAX [phone]

FAMILY F A R M$
Post Office Box 759
Rose Hill, North Carolina 28458
FAYETTEVILLE NC 283 #1 04/18/
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State of North Carolina ` •
Department of Environment CI
and Natural Resources
Division of Water Quality A UG ail U(1
�y.
James B. Hunt, Jr., Governor CDENR
Bill Holman, Secretary NORTH CAROLINA DEPARTMENT OF
Kerr T. Stevens, Director ENVIRONMENT AND NATURAL RESOURCES
Certified Mail
Return Receipt Reauested
Mr Robert Urell
Smithfield Foods Incorporated
200 Commerce Street
Smithfield, Virginia 23430
Dear Mr. Urell:
August 9, 2000
Subject: Non -compliant Swine Facilities
Permit Number NC 0078344
Bladen County
Your NPDES permit number NCO078344 issued June 1, 1999 for the Tarheel Division facility,
Special Condition A (5) requires that the facility not purchase for processing any swine finished
on a farm that has been finally assessed a Civil Penalty pursuant to General Statute 143-215.6A
for discharging animal waste to surface waters or wetland or overapplying waste. This
prohibition shall remain in effect for twelve months from the date of receipt of this letter.
The following farms have civil penalties finally assessed for discharging waste to waters of the
state:
Jenkins Farm Facility 66-49
Rt 1 Box 23
Woodland NC 27897
Brown's 7 & 8 Facility 52-42
PO Box 487
Warsaw NC 28398 -
Smith Alderman Facility 31-6
947 Powell Page Road
Rose Hill NC 28458
Previously Notified in May 30, 2000 Letter
Added
Added
William James Facility 31-36 Added
2478 Lightwood Bridge Road
Wallace NC 284664
Mailing Address: Telephone [phone]
1617 Mail Service Center Fax [phone]
Raleigh, North Carolina 27699-1617 State Courier #52-01-01
An Equal Opportunity /Af rmative Action Employer
50% rec},cled / 10% post -consumer paper
http://`h20.enr.state.nc.us
Location:
512 N. Salisbury St.
Raleigh, NC 27699-1617

If you have any questions regarding this notification please contact Jeff Poupart with the Non -
Discharge Compliance and Enforcement Unit at [phone] x527.
Sincerely,
Kerr T. Stevens
cc. Larry Johnson, Smithfield Foods
Non -discharge Compliance & Enforcement Unit
Wilmington Regional Office
Fayetteville Regional Office
Central files
NPDES Permit File
Washington Regional Office
Mailing Address:
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
Telephone [phone] Location:
Fax [phone] N. Salisbury St.
State Courier #52-01-01 Raleigh, NC 27699-1617
An Equal Opportunity /Af rmative Action Employer
'50% recycled / 10% post -consumer paper
http://h20.enr.state.nc.us

State of North State of North Carolina
Department of Environment
and Natural Resources 1 • •
Division of Water Quality
James B. Hunt, Jr., Govemor D E N R
Bill Holman, Secretary
Kerr T. Stevens, Director
July 13, 2000
MR JEFF TURNER
MURPHY FAMILY FARMS
PO BOX 759
ROSE HILL, NC 28458
JUL 2 4 600
SUBJECT: Acknowledgment receipt letter
Civil Penalty Assessment of Violation
Case # DV 00-020
Duplin County
Dear Mr. Turner:
This letter is to acknowledge receipt of check No. 426593 $13,000.00 was
received on July 13, 2000.
You have now paid $13,000.00 toward the subject assessment- Payment of
these penalties in no way precludes further action by this Division for future violations
of the State's environmental laws -
If you have any questions about this letter please call Steve Lewis at (919) 733-
5083 ext. 539.
S usr
Sincerely,
Jeff Poupart
Non -Discharge Branch
cc: WilmingEon Regional -Office
Enforcement Files DV 00-020
Central Files
1617 Mail Service Center, Raleigh, North Carolina 27699-1617Telephone [phone]FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

Plan Amendment to Include S&WCC Chronic Rainfall Practices and Standards through March 31, 2000
1 If this facility can comply with its existing permit and CAWMP it must do so.
2
Temporaty Addition of New Sprayfiields (') (Check approViate boxes.)
0 A. acres of cropland. List crap type used:
0 B. acres of hardwood woodland @ 100 lbs PAN 1 acre added.
0 C. acres of pine woodland added @ 60 lbs PAN / acre added.
3 Summer Perennial Grass (Check appropriate box.)
ED A. - Application window extended for 105.10 acres of perennial grass until first killing frost
0 B. An addifional 50 lbs of PAN applied to acres of perennial grass prior to killing frost
4 PAN application Increased for Small Grains & Winter Grasses to be harvested. (Cheat appropriate box.)
[] A. PAN application increased up to 200 lbs per acre for 105.10 acres of small grains or winter grasses to be harvested.
0 B. PAN application increased up to 150 lbs per acre for acres of overseeded summer perennial included in 33.
5 Waste Analysis (Check appropriate box:)
[� A. Prior to December 1st, 1999 the calculation of PAN will be based on a 35% reduction of the last analysis taken
prior to the first 25 year 24 hour storm event. (Current waste analysis must be used after Dec. 1st)
0 B. Use current waste analysis to determine PAN-
6 Required - Maximum Nitrogen Utilization Measures for Small Grains and Winter Grasses.
A. Use of higher seeding rates,
B. Timely harvest of forage to increase yield, and
c. Irrigation during periods of warmer weather.
7 Reg) i� red - Irrigation ManagementTechniquesto Reduce Runoff and Ponding Potential.
A. Making frequent, light irrigation applications, and
B. Not irrigation immediately before predicted rainfall.
S The owner / manager is required to manage the movement of animals to and from the facility to minimize environmental
impacts, ensure compliance with the facitity's.permit and amended CAWMP, and avoid discharge to surface waters.
9 Authorization to use the additional practices included in the amendment expires if a facility discharges to surface waters.
Any discharge is a violation and may result in an enforcement action.
10 The owner / operator is required to keep records of all waste applications.
11 This revision must include a map or sketch of new land application areas.
Facility Number 31 - 06 Smith/Alderman
Facility Name
Murphy Fa Farms Kraig Westerbe
Facility Owner a am- (P NT) Technical L PRINT)
Facility Owner I Manager S n$ture Technics Sp&itflist Signature
Date 11/11/99 Date 11/11/99
This document must be filed at the SWCD office and be attached to the facilities CAWMP
and be available for inspection at the facility
(') New temporary spray5elds must meet appffcable buffer and setback requirements. Waste must not be applied to wetlands.

State of North Carolina
Department of Environment
and Natural Resources
Wilmington Regional Office
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
Division of Water Quality
October 6, 1998
CERTIFIED MAIL # Z 153 116 046
RETURN RECEIPT REQUESTED
Mr. Kraig Westerbeek
Murphy Family Farms
PO Box 759
Rose Hill, NC 28458
YMMA,
.-•ram.- f
NCDENR
NORTH CAROUNA DEPARTMENT OF
EN"RONMENT AND NATURAL RESOURCES
Subject: Notice of Violation
Smith -Alderman Farm
Farm Number: 31-6
Duplin County
Dear Mr. Westerbeek:
You are hereby notified that the Smith -Alderman Farm, which has been permitted to have
a nondischarge permit for an animal waste disposal system pursuant to 15A NCAC 2H .0217, has
been found to be in violation of its 2H .0217 Permit AWS310006.
On October 1, 1998, Mr. Brian Wrenn from the Wilmington Office of the Division of
Water Quality, inspected your animal operation and the lagoon(s) serving this operation. The
following was observed:
1. Animal waste discharging from a broken flush pipe at the A 1-3 (old) lagoon and collecting
in an adjacent drainage area. In additon, animal waste was found leaking from hog houses at
A 7-9 and collecting in an adjacent drainage area. There was no discharge to Waters of the
State.
This is a violation of Part I. Performance Standards, Section 1 and Part U. Operation and
Maintenance Requirements, Section 1.
2. Insufficient freeboard in the Smith (old) and A 7-9 (old) lagoons of 17 inches and 0 inches,
respectively.
This is a violation of Part V. General Conditions, Section 3.
127 North Cardinal Dr., Wilmington, North Carolina 28405 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post -consumer paper

l II - VA 5- M
FAMILYFARMS
April 6, 1998
NCDENR - DWQ
127 North Cardinal Dr.
Wilmington, NC 28405
Attn: Brain Wrenn
Subject: Re: Notice of Deficiency -Smith Alderman F 31-6
Dear Mr. Wrenn:
The Smith -Alderman Complex is comprised of four separate farm sites; the erosion
cut in the lagoon dike wall was at the site named Alderman 1,2,3. As I explained to you,
the erosion was caused when the new irrigation system was test fired for approximately
five minutes, then cut off and repaired when the break was identified.
A clay material was used to pack around the z-pipe at the lagoon. This lagoon no
longer receives influent and will be closed by year end.
If you have any questions, please call John Bizic at 910-289-6439.
Sincerely,
R
John Bizic
Land &. Nutrient Manager
cc: Garth Boyd
Joel McBroom
Harold Jones
Sandra Weitzel
Post Office Box 759, Rose Hill, North Carolina 28458, [phone], FAX [phone]

�- CEIVED
OCT a 2 i998
IBY:
NCDENR - DWQ
127 North Cardinal Dr.
Wilmington, NC 28405
7
7
NiURPHY
FAMILY FARMS
October 16, 1998
Subject: Smith -Aid (!!�31-6 otice Of Violation
Dear Mr. Shiver:
After your October 1, 1998 visit the following actions have been taken:
1. The broken flush pipe at Alderman 1-3 was repaired and all flush water was pumped back to
the old lagoon. The leak at Alderman 7-9 houses was temporarily patched and will be
permanently repaired by Murphy Family Farms Construction as soon as the houses are
emptied. (Houses will remain empty as long as it takes to make necessary repairs.) We
believed neither of the leaks to be more than 500 gallons and all was contained.
2. Old lagoons at Smith and Alderman 7-9 were responsibly lowered to freeboards of
approximately 30" and 40" respectively. Due to our previous plans to very soon remove
sludge from and close at least two of the old lagoons at this complex, we were not aware the
levels had become this high.
3. The dead animal was disposed of properly immediately upon discovery.
4. Sprayfields #4 and #5 and another field were burned off and disked. The WUP has been
revised and rye will be planted as designated by November.
5. Erosion on the dike of Smith 2nd stage will be addressed this spring.
Due to no discharge to waters of the State and Murphy Family Farm's swift and
aggressive actions to correct inadequacies, we respectfully request these matters be re -considered
deficiencies.
If you have any finiher questions please do not hesitate to contact John Bizic at (910)289-
6439. Thank you.
Sincerely,
John Bizic
Land & Nutrient Manager
cc: Harold Jones
Sandra Weitzel

N
Mr. Kraig Westerbeek
October 7, 1998
Page 2
3. Failure to report insufficient freeboard within 24 hours following first knowledge of
occurrence.
4. Failure to report a failure of any component of the- animal waste collection system within 24
hours following first knowledge of occurrence.
These are violations of Part III. Monitoring and Reporting Requirements, Sections 6(b), 6(e) and
6(g).
The Division of Water Quality will proceed to revoke Smith -Alderman Farm's permit unless
the following conditions are completed:
1. Immediately eliminate the discharge of wastewater and/or list actions to correct the noted
violations.
2. Make any modifications needed to ensure there will be no future discharges.
In addition, all dead animals must be disposed of properly. The appropriate crops as
determined by the Waste Utilization Plan for spray fields #4 and #5 must be established. The
winter crops in spray fields #4 and #5 should be planted by November 1, 1998. The erosion areas
on the inner dike wall of the 2nd stage Smith lagoon need to be filled with a suitable clay material,
compacted and reseeded.
To remain a permitted facility, you must notify this office in writing within seven (7) days
of the receipt of this notice, what actions will be taken to comply with your waste management
plan. Failure to comply with the above conditions will cause the existing animal waste
management system serving your animal operation to be considered in operation without a
permit as required by North Carolina General Statute 143-215.1.
Please be advised that this assessment does not prevent the Division of Water Quality from
taking enforcement actions for this violation or any past or future violations.

I
Mr. Kraig Westerbeek
October 7, 1998
Page 3
When the required corrective actions are complete, please notify this office in writing. If
you have any questions concerning this matter please do not hesitate to contact either Mr.
Brian Wrenn, of our Wilmington Office at (910)--395-3900 or Mr. Shannon Langley at (919)
733-5083, ext. 581.
Sincerely,
Rick Shiver
Water Quality Regional Supervisor
cc:
Harold Jones, County Soil and Water Conservation
Sandra Weitzel, Regional Coordinator, NC DSWC
Dr_ Garth Boyd, Murphy Family Farms
DWQ Operations Branch File
Wilmington Files
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State of North Carolina
Department of Environment, Health, and Natural Resources
Wilmington Regional Office
James B. Hunt, Jr. Division of Water Quality Wayne McDevitt
Governor Secretary
August 11, 1997
r N c
Attn.: John Bizic
Quarter M Farms, Inc.
Smith -Alderman Farm
PO Box 607
Rose Hill, NC 28458
Dear Quarter M Farms, Inc.:
Subject: NOTICE OF DEFICIENCY
Smith -Alderman Farm
Facility Number. 31-6
Duplin County
On August 6, 1997, staff from the Wilmington Regional Office of the Division of Water Quality
inspected your animal operation and the lagoons serving this operation. It was observed that wastewater had
leaked from a clean out pipe into a stormwater drainage pathway. While the wastewater in the pathway did
not mach waters of the State at the time of inspection, any rainfall event could likely result in a discharge.
As was discussed during the inspection, the remaining waste in the drainage pathway should be removed
immediately to ensure there is no discharge into State waters. The clean out pipe should also be fixed to
prevent further leakage.
During the inspection, it was also observed that you had insufficient freeboard in lagoon #1 (old.
lagoon serving Smith Farm). This lagoon should be lowered in a timely and responsible manner. In
addition, erosion cuts were observed on lagoon #7 (new lagoon serving Alderman 4-9) which could
eventually threaten the integrity of the structure. These cuts should be properly filled and revegetated.
127 Cardinal Drive Extension, Wilmington, N.C. 2M5-3945 0 Telephone [phone]D * Fax [phone]
An Equal Opportunity Affirmative Action Employer

Quarter M Farms, Inc.
August 11, 1997
Page 2
To remain a deemed permitted facility, you must notify this office in writing within seven (7) days
of the receipt of this notice, what actions will be taken to correct these deficiencies. Failure to do so may result
in the facility losing its deemed permitted status and being required to obtain an individual non discharge
permit.
Please be aware it is a violation of North Carolina General Statutes to discharge wastewater to the
surface waters of the State without a permit. The Division of Water Quality has the authority to levy a civil
penalty of not more than $10,000 per day per violation
If you have any questions concerning this matter, please call Andy Helminger, David Holsinger, or
Brian Wrenn at 910-395-3900.
Sincerely,
Andrew G. Heminger
Environmental Specialist
cc: Harold Jones, Duplin County Soil and Water Conservation
Sandra Weitzel, NC Division of Soil and Water Conservation
Garth Boyd, Murphy Family Farms
Operations. Branch
Wilmington Files
S. iWQSL4NDYA131-6.DEF

J.\ -. U R JJ J] J1 iJ
F A M I L Y F A R M S
August 19, 1997
Andy Helminger
NCDEHNR
Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Dear Mr. Hehninger:
RE: Notice of Deficiency at Smith -Alderman Farm Facility #31-6
During your inspection on August 6, 1997, you noted some areas of deficiency which have or will
be addressed by the following actions:
1) Lagoon water in the pathway was pumped using a sump pump back into the lagoon.
2) The old lagoon level was lowered by transferring to the new lagoon.
3) The clean out pipe was capped of
4) The new lagoon serving Alderman 4-9 will be re -graded and re -seeded to fix the erosion cuts.
is will be accomplished as soon as equipment can be re -directed back to the site.
If you have any questions, please contact John Biziic or Kraig Westerbeek at 289-6439.
Sincerely,
Bizic
Land and Nutrient Manager
jtb/khn
nodsmal. doc
cc: Harold Jones
Sandra Weitzel
Garth Boyd
Kraig Westerbeek
Pat Barrow
Post Office Box 759, Rose Hill, North Carolina 28458, [phone], FAX [phone]

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State of North Carolina
Department of Environment
and Natural Resources
Wilmington Regional Office
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Division of Water Quality
I
August 26, 1999
CERTIFIED MAIL ## Z 495 991 290
RETURN RECEIPT RE VESTED
Dr. Garth Boyd
Murphy Family Farms
P.O. Box 759
Rose Hill, NC 28458
�••
�f
NCDENR
NoRTH CAROUNA DePARTMENT OF
ENVIRONMENT AND NATURAt- RESOURCES
Subject: Inspection Reports
Smith -Alderman Farm
Facility Numbers: 31-6
Duplin County
Dear Dr. Boyd:
Please find enclosed copies of the inspection reports dated August 12, 1999, August 13,
1999, and August 16, 1999 for the Smith -Alderman Farm.
If you have any questions concerning this matter, please do not hesitate to contact either Mr.
Dean Hunkele or myself at [phone]_
Sincerely,
Stonewall Mathis
Environmental Engineer
enclosures
cc: Wilmington Files (letter)
SAW QS\AN1MALS\DUPLM19W31-6.1 et.wpd

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
Quarter M Farms
Smith -Alderman Farm
947 Powell Page Road
Rose Hill NC 28458
Dear Quarter M Farms:
I T
111kT1?W'J •
�A1 2
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT ANc) NATURAL RE5OUIRCES
December 30, 1999
Subject: Fertilizer Application Recordkeeping
Animal Waste Management System
Facility Number 31-6
Duplin County
This letter is being sent to clarify the recordkeeping requirement for Plant Available Nitrogen (PAN)
application on fields that are part of your Certified Animal Waste Management Plan_
In order to show that the agronomic loading rates for the crops being grown are not being exceeded, you
must keep records of all sources of nitrogen that are being added to these sites. This would include nitrogen
from all types of animal waste as well as municipal and industrial sludoWresiduals, and commercial fertilizers.
Beginning January 1, 2000, all nitrogen sources applied to land receiving animal waste are required to
be kept on the appropriate recordkeeping forms (i.e. IRR1, IRR2, DRY1, DRY2, DRY3, SLUR1, SLUR2,
SLD1, and SLD2) and maintained in the facility records for review. The Division of Water Quality (DWQ)
compliance inspectors and Division of Soil and Water operation reviewers will review all recordkeeping during
routine inspections. Facilities not documenting all sources of nitrogen application will be subject to an
appropriate enforcement action.
Please be advised that nothing in this letter should be taken as removing from you the responsibility or
liability for failure to comply with any State Rule, State Statute, Local County Ordinance, or permitting
requirement.
If you have any questions regarding this letter, please do not hesitate to contact Ms. Sonya Avant of the
DWQ staff at [phone] ext. 571.
Sincerei
'� /6 -�
Kerr T. Stevens, Director
Division of Water Quality
cc: Wilmington Regional Office
Duplin County Soil and Water Conservation District
Facility File
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Telephone [phone] Fax [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10%a post -consumer paper

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FACILITY #:
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OWNER:
ALDERMAN FARMS
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FARM NAME:
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COUNTY:
DUPLIN
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LOCATION:
HWY 421
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NRCS PRIORITY:
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PHONE NUMBER:
532-2616 II
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INSPECTORS NAME:
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INSPECTION DATE:
8/14/95 �
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Revised April 20, 1999
JUSTIFICATION & DOCUMENTATION FOR MANDATORY WA DETERMINATION
Facility Number - Operation is flagged for a wettable
Farm Name: acre determination due to failure of
On -Site Representative: "�, - :��-c l-. Part 11 eligibility item(s) F1 F2 F3 F4
Inspector/Reviewer's Name:
Date of site visit: � H 91�
Operation not required to secure WA
determination at this tim based on
exemption El E2 E3 E4
Date of most recent WUP: Operation pended for wettable acre
determination based on P1 P2 P3
Annual farm PAN deficit: pounds
Irrigation System(s) - circle #[1]hard-Bose traveler; 2. center -pivot system; 3. linear move system;
4. stationary sprinkler system w/permanent pipe; b. stationary sprinkler system w/portable pipe;
6. stationary gun system w/permanent pipe; 7. stationary gun system w/portable pipe
PART 1. WA Determination Exemptions (Eligibility failure, Part 11, overrides Part I exemption.)
E1 Adequate irrigation design, including map depicting wettable acres, is complete
and signed by an I or PE.
E2 Adequate D, and D: /D3 irrigation operating parameter sheets, including map
j depicting wettable acres, is complete and signed by an I or PE.
IV E3 Adequate D, irrigation operating parameter sheet, 'including map depicting
wettable acres, is complete and signed by a WUP.
E^ 75% nice exemption as verified in Part III. (NOTE:75 %exemption cannot be
applied to farms that fail the eligibility checklist in Part 11. Complete eligibility
checklist, Part 11- F1 F2 F3, before completing computational table in Part 111).
PART IL 75% Rule -Eligibility Checklist and .Documentation of WA Determination
Requirements, WA Determination .required .because -operation .fails Dne of .the .eligibility
requirements listedbelow:
_ F1 Lack.ofzcreagewhich-resulted inDver-mpplicabon:Df-wastewater,(PAN) on:spray_
fields) :accordingfofarm'sdastfwo-yearsmf-tmgation-zecords.-7:
F2 Unclear, -illegible, -or lack of information/map.
F3 Obvious-feeld-limitations -(numerousAitches;failurafo.deductxequired
bufferlsetback:acreage;Dr25%.ofiotal acreageidentfiedinMAWMP.::includes
small, -irregularly -shaped fields fields -less -than-5-acres-foriravelers-or-lessfhan
2 acres for.-staiionary-sprinklers).
F4 WA determination required because CAWMP credits field(s)'s acreage -in excess
of 75% of the respective field's total acreage as noted in table in Part 111.

Revised April 20, 1999
Facility Number
Part Ill. Field by Field Determination of 75% Exemption Rule for WA Determination
TRACT
FIELD
TYPE OF
TOTAL
CAWMP
FIELD
COMMENTS3
NUMBER
NUMBER''
IRRIGATION
ACRES
ACRES '
%
SYSTEM
FIELD NUMBER'- hydrant, pull,zone, or:point numbers may be used in place of field numbers depending on CAWMP
and type of irrigation system." tf pulls, etc. cross -more -than one field,•inspectorireviewer will have to combine fields to
calculate 75% field by field determination for exemption; -otherwise operation will be subject to WA determination.
FIELD NUMBERZ - must be clearly delineated rinTnap.
COMMENTS3 -back-up fields with CAWMP acmge�exceeding`75% of its total -acres and having received less than 50%
of its annual PAN as -documented in the farm'sprevious-two years' (1997 & 1998) of irrigationTecords,-cannot serve -as -the
sole basisforrequiring a WA Determ_ination: _Back-up#gelds-must-be-noted in the-commentzectionand must be accessible
by irrigation system.
Part IV. Pending WA Determinations -
P1 Plan -lacks: following information:
P2 Plan revision -may.-Satisfy-75% rule based on adequate overall PAN deficit and by
adjusting all field -acreage--to below 75% use -rate
P3 Other (iern process of installing new irrigation system):

State of North Carolina
�+ Department of Environment and Natural Resources
Wilmington Regional Office
James B. Hunt, Governor
Date: (o
To: Y_
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FAX #: - - 2-1-7
FAX COVER SHEET
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Wayne McDevitt, Secretary
No. Of Pages: z
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127 Cardinal Drive Extension, Wilmington, N.C. 28405-3845 Telephone [phone] Fax [phone]
An Equal OpportunityAffirmative Action Employer

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card to you.
■Attach this form to the Gore of the mailpiece, or on the fled¢ if space does not
pennit-
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■The Retum Recaip wttl show to whom the article was delivered and the date
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State of North Carolina
Department of Environment
and Natural Resources
Wilmington Regional Office
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
Division of Water Quality
October 6, 1998
CERTIFIED MAIL_# Z 153 116 046
RETURN RECEIPT REQUESTED
Mr. Kraig Westerbeek
Murphy Family Farms
PO Box 759
Rose Hill, NC 28458
1••
�. NCDENR
NORTH CeROUNn DEPORTMENT OF
ENVIRONMENT AND NdruRAL RESOURCES
Subject: Notice of Violation
Smith -Alderman Farm
Farm Number: 31-6
Duplin County
Dear Mr. Westerbeek:
You are hereby notified that the Smith -Alderman Farm, which has been permitted to have
a nondischarge permit for an animal waste disposal system pursuant to 15A NCAC 2H .0217, has
been found to be in violation of its 2H .0217 Permit AWS310006.
On October 1, 1998, Mr. Brian Wrenn from the Wilmington Office of the Division of
Water Quality, inspected your animal operation and the lagoon(s) serving this operation. The
following was observed:
1. Animal waste discharging from a broken flush pipe at the A 1-3 (old) lagoon and collecting
in an adjacent drainage area. In additon, animal waste was found leaking from hog houses at
A 7-9 and collecting in an adjacent drainage area. There was no discharge to Waters of the
State.
This is a violation of Part I. Performance Standards, Section 1 and Part IL Operation and
Maintenance Requirements, Section 1.
2. Insufficient freeboard in the Smith (old) and A 7-9 (old) lagoons of 17 inches and 0 inches,
respectively.
This is a violation of Part V_ General Conditions, Section 3.
127 North Cardinal Dr., Wilmington, North Carolina 28405 Telephone [phone] FAX [phone]
An Equal opportunity Affirmative Action Employer 50% recycled110% post -consumer paper

Mr- Kraig Westerbeek
October 7, 1998
Page 2
3. Failure to report insufficient freeboard within 24 hours following first knowledge of
occurrence.
4. Failure to report a failure of any component of the animal waste collection system within 24
hours following first knowledge of occurrence.
These are violations of Part III. Monitoring and Reporting Requirements, Sections 6(b), 6(e) and
6(g)•
The Division of Water Quality will proceed to revoke Smith -Alderman Farm's permit unless
the following conditions are completed:
1. Immediately eliminate the discharge of wastewater and/or list actions to correct the noted
violations. .
2. Make any modifications needed to ensure there will be no future discharges.
In addition, all dead animals must be disposed of properly. The appropriate crops as
determined by the Waste Utilization Plan for spray fields #4 and #5 must be established. The
winter crops in spray fields #4 and #5 should be planted by November 1, 1998. The erosion areas
on the inner dike wall of the 2nd stage Smith lagoon need to be filled with a suitable clay material,
compacted and reseeded.
To remain a permitted facility, you must notify this office in writing within seven (7) days
of the receipt of this notice, what actions will be taken to comply with your waste management
plan. Failure to comply with the above conditions will cause the existing animal waste
management system serving your animal operation to be considered in operation without a
permit as required by North Carolina- General Statute 143-215.1.
Please be advised that this assessment does not prevent the Division of Water Quality from
taking enforcement actions for this violation or any past or future violations.

Mr. Kraig Westerbeek
October 7, 1998
Page 3
When the required corrective actions are complete, please notify this office in writing_ If
you have any questions concerning this matter please do not hesitate to contact either Mr.
Brian Wrenn, of our Wilmington Office at (910)-395-3900 or Mr. Shannon Langley at (919)
733-5083, ext. 581 _
Sincerely,
r
c"
Rick Shiver
Water Quality Regional Supervisor
cc:
Harold Jones, County Soil and Water Conservation
Sandra Weitzel, Regional Coordinator, NC DSWC
Dr. Garth Boyd, Murphy Family Farms
DWQ Operations Branch File
' ilmingfon'� FFiie
S:1W QSIBRIANWIENF98131-6. NOV

Oct, 4-98 03:23P Envirochem 910 392 4424 P.01
411P 9 4
CONSULT1NG
CHEMISTS
Environmental Chemists, Inc.
6602 WindmiLL Way
Wilmington, NC 28405
FAX TRANSMITTAL
Date
Topic{n
Fax tj
From: 21I- c &Lj
910-392-0223 Phone
910-392-4424 Fax
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No. of Pages
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0ct;14-98 03:23P Envirochem 910 392 4424 P.02
F - 7 � Environmental Chemists, Inc.
© MAILING ADDRESS: TELEPHONE: SHIPPING ADDRESS:
P.O. Box 1037 [phone] (Office) 6602 Windmill Way
Wrightsville Beach, [phone] (Lab) Wilmington,
CONSULTING North Carolina 28480 [phone] (Fax) North Carolina 28405
CHEMISTS NCDEHNR: DWQ CERTIFICATE #94, DLS CERTIFICATE #37729
Customer:
NCDEHNR-DWQ
127 N. Cardinal Drive Ext.
Wilmington, NC 28405
Attn: Rick Shiver
Brian Wrenn
Date Sampled:
Sampled By:
STREAM: 31-6
10/01/98
Brian Wrenn
REPORT OF ANALYSIS
Date of Report :
Purchase Order #:
Report Number:
Report To:
Copy To:
October 14, 1998
8-3164
Rack Shiver
Brian Wrenn
PARAMETER
Sample ID
31-6
Lab ID
# 7244
Fecal Coliform, colonies/100m1
56,000
Nitrate } Nitrite Nitrogen, NO3 + NO2 - N mg/L
0.52
Ammonia Nitrogen, NH3-N, mg/L
1690
Total Kejeldahl Nitrogen, TKN mg/L
1855
Total Phosphorus, P mg1L
90.2
Reviewed by W l and approved for release to the client.

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6602 Windmill Way
Wilmington, NC 28405
Phone: [phone]
FAX: [phone]
SAMPLE
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Transfer
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Delivered By: ived B� t� NOh'ha Date: ! "Time: 2:2
Connnents: U��

Oct-':r4-98 03:23P Envirochem 910 392 4424 P.01
Environmental Chemists, Inc.
6602 WindmI 11 Way 910-392-0223 Phone
CONSULTING Wi Cmi ngton, NC 25405 910-392 .4424 Fax
CHEMISTS
FAX TRANSMITTAL
Date: 10 1� �c)e-
To:
Fax #C'1-�C;`'C��� -
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Qct-14-98 03:23P Envirochem 910 392 4424 P.02
Environmental Chemists, Inc.
MAILING ADDRESS! TELEPHONE! SHIPPING ADDRESS:
P,O, Box 1037 [phone] (Office) 6602 Windmill Way
Wrightsville Beach, [phone] (Lab) Wilmington,
CONSULTING North Carolina 28480 [phone] (Fax) North Carolina 28403
CHEMISTS NCDEHNR: DWQ CERTIFICATE #94, DLS CERTIFICATE 037729
Customer:
NCDEHNR-DW Q
127 N. Cardinal Drive ExL,
Wilmington, NC 28405
Attn: Rick Shiver
Boats Wrenn
Date Sampled:
Sampled By:
STREAM: 31-6
10/01 /98
Brian Wrenn
REPORT OF AN41LYSIS
Date of Report
Purchase Order 0:
Report Number:
Report To:
Copy To:
October 14, 1998
8.3164
Rick Shiver
Brian Wrenn
PARAMETER
Sample ID
31-6
Lab ID
# 7244
Fecal Coliform, colonies/100m1
56,000
Nitrate + Nitrite Nitrogen, NO, + NO2 - N mg/L
0.52
Ammonia Nitrogen, NH3-N, mg[L
1690
Total Kejeldahl Nitrogen, TKN mg/L
1855
Total Phosphorus, P mg/L
90.2
Reviewed >ay l and approved for release to the client.

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ENVIRONMENTAL CHEMISTS, INC
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6602 Windmill Way
Wilmington, KC 28405
Phone: [phone]
FAX: [phone]
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SAMPLE
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ANALYSIS REQUESTED
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NOTICE -- DECHLORINATION : Samples for Ammonia, TKN, Cyanide, Phenol, and Bacteria must he dechlorinated
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Temperature when ceived: cz-� .3' C. Accepted: J jected: F Resample Requested:
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Comments:

envirochem
CONSULTING
CHEMISTS
Customer:
NCDEHNR-DWQ
127 N. Cardinal Drive Ext.
Wilmington, NC 28405
Attn: Rick Shiver
Brian Wrenn
Date Sampled:
Sampled By:
STREAM: 31-6
10/01/98
Brian Wrenn
Environmental Chemists, Inc.
MAILING ADDRESS:
TELEPHONE:
SHIPPING ADDRESS;
P.O. Box 1037
[phone] (Office)
6602 Windmill Way
Wrightsville Beach,
[phone] (Lab)
Wilmington,
North Carolina 28480
(910) 392-U24 (Fax)
North Carolina 28405
NCDEHNR: DWQ CERTIFICATE #94, DLS CERTIFICATE #37729
REPORT OF ANALYSIS
Date of Report:
Purchase Order #:
Report Number:
Report To:
Copy To:
October 14, 1998
8-3164
Rick Shiver
Brian Wrenn
PARAMETER
Sample ID
31-G
Lab ID
# 7244
Fecal Coliform, colonies/100m1
56,000
Nitrate + Nitrite Nitrogen, NO3 + NO2 - N mg/L
0.52
Ammonia Nitrogen, NH3-N, mg/L
1690
Total Kejeldahl Nitrogen, TKN mg/L
1855
Total Phosphorus, P mg/L
90.2
Reviewed ba-,jJaJ4J4GA and approved for release to the client.

[envirochem
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ENVIRONMENTAL CHEMISTS, INC
Sample Collection and Chain of Custody
6602 Windmill Way
Wilmington, NC 28405
Phone: [phone]
FAX: [phone]
No: 5 -31 CA
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Non utner
SAMPLE
IDENTIFICATION
COLLECTION
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ID
PRESERVATION
ANALYSIS REQUESTED
DATE
TIME
TEMP
NONE
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(0.2 ppm or less) in the field at the time of collection. See reverse side for instructions.
Temperature whenReceived: _a .3' C'_ Accepted: f ;ected, Resample Requested:
Delivered By: �, tcived B �_ Date: It7I �a Time: ZS p
'Comments:

Environmental Chemists, Inc.
® MAILING ADDRESS: TELEPHONE: SHIPPING ADDRESS:
P.O. Box 1037 [phone] (Office) 6602 Windmill Way
Wrightsville Beach, [phone] (Lab) Wilmington,
CONSULTING North Carolina 28480 [phone] (Fax) North Carolina 28405
CHEMISTS NCDEHNR: DWO CERTIFICATE #94, DLS CERTIFICATE #37729
Customer:
NCDEHNR-DWQ
127 N. Cardinal Drive Ext.
Wilmington, NC 28405
Attn: Rick Shiver
Brian Wrenn
Date Sampled:
Sampled By:
STREAM- 31-6
10/01/98
Brian Wrenn
REPORT OF ANALYSIS
Date of Report:
Purchase Order #:
Report Number:
Report To:
Copy To:
October 14, 1998
8-3164
Rick Shiver
Brian Wrenn
PARAMETER
Sample ID
31-6
Lab ID
# 7244
Fecal Coliform, colonies/100m1
56,000
Nitrate + Nitrite Nitrogen, NO3 + NO2 - N mg/L
0.52
Ammonia Nitrogen, N113-N, mg/L
1690
Total Kejeldahl Nitrogen, TKN mg/L
1855
Total Phosphorus, P mg/L
90.2
Reviewed by ,— G l and approved for release to the client.

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Sam le 'F
ENVIRONMENTAL CHEMISTS, INC
Sample Collection and Chain of Custody
6602 Windwill Way
Wilmington, NC 28405
Phone: [phone]
FAX: [phone]
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ID
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ANALYSIS REQUESTED
DATE
TIME
TEMP
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(0.2 ppm or less) in the field at the time of collection. See reverse side for instructions.
Temperature when ceived: 6Z .3" C, Accepted: jected: Resample Requested:
Delivered By: Cz-h Date: j ( ; Time: 2 Z�
Ceipunents: �U

ENVIRONMENTAL CHEMISTS, INC 6602 Windmill Way
Wilmington, NC 18405
Sample Collection and Chain of Custody Phone: (910) 392=0223 .
FAX: [phone]
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Soil Other
SAMPLE
IDENTIFICATION
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Comp
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LAB
ID
PRESERVATION
ANALYSIS REQUESTED
DATE
TIh1E I
TEMP
NONE
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(0.2 ppm or less) in the field at the time of collection. See reverse side for instructions.
Transf
Date/Time
Temperature when &ceived: Accepted: jected: Resample Requested:
Delivered By: .. eived By• J�� Cx� Date: iI Time: 2 1 zF
Continents:

State of North Carolina
Department of Environment
and Natural Resources =BY
1�'l
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director
April 13, 1998
Quarter M Farms, Inc.
Smith -Alderman Farm
947 Powell Page Road
Rose Hill, NC 28458
N C D E N R
Subject: Additional Information Request
Smith -Alderman Farm
Facility # 31-06
Animal Waste Operation
Duplin County
Dear Quarter M Farms, Inc.:
The Non -Discharge Permitting Unit has completed a preliminary review of the subject application.
Additional information is required before we can continue our review. Please address these issues by May 14,
1998. The Certified Animal Waste Management Plan for your facility is missing the following components:
1) The Lagoon Design Requirements (include Hazard Classification)
2) A Site Evaluation and Site Investigation (include wetland delineation if applicable)
All revisions / amendments are required to be signed and dated by both the landowner and the Technical
Specialist before they are submitted for review. Please reference the subject facility number when providing the
requested information. All information should be signed and submitted in duplicate to my attention at the address
below. The information requested by this letter must be submitted on or before May 14,1998, or the Division
will return your application as incomplete in accordance with 15A N.C.A.C. 2H .0200 and your facility will be
considered to be operating without a permit.
Please be advised that operation of the subject animal waste management system without a valid permit is
a violation of North Carolina General Statute 143-215.1 and will subject you to the enforcement authority of the
Environmental Management Commission.
If you have any questions regarding this request, please call the Duplin County Soil and Water
Conservation District at [phone] or me at [phone], extension 533.
Sincerely,
Katharine Keaton
Soil Scientist
Non -Discharge Permitting Unit
cc: Wilmington Regional Office, Water Quality
Permit File
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

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FAVRITEVILLE REGIONAL OFFICE
FAx COVER suFFT
FA'�ETTEVILLE REGIONAL OFFICE
DAB: � `ay, i�9� 31-6
TO:
FAX#:
FROM: ll.u�
Number of pages, including cover:
NOTE: j
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State of North Carolina
Department of Environment ; CEI
and Natural Resources
Division of Water Quality I MAR 2 3 1998
James B. Hunt, Jr., Governor BY=
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director
March 20, 1998
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
Quarter M Farms Inc
Smith -Alderman Farm
947 Powell Page Rd
Rose Hill NC 28458
Farm Number: 31- 6
Dear Quarter M Farms Inc:
� 671.9;WA
k:1 N R
You are hereby notified that Smith -Alderman Farm, in accordance with G.S. 143-215.1 OC, must
apply for coverage under an Animal Waste Operation General Permit. Upon receipt of this letter, your
farm has sixty (60) days to submit the attached application and all supporting documentation. In
accordance with Chapter 626 of 1995 Session Laws (Regular Session 1996), Section 19(c)(2), any
owner or operator who fails to submit an application by the date specified by. the Department
SHALL NOT OPERATE the animal waste system after the specified date. Your application must
be returned within sixty (60) days of receipt of this letter. Failure to submit the application as required
may also subject your facility to a civil penalty and other enforcement actions for each day the facility is
operated following the due date of the application.
The attached application has been partially completed using information listed in your Animal
Waste Management Plan Certification Form. If any of the general or operation information listed is
incorrect please make corrections as noted on the application before returning the application package.
The signed original application, one copy of the signed application, two copies of a general location
map, and two copies of the Certified Animal Waste Management Plan must be returned to complete the
application package. The completed package should be sent to the following address:
North Carolina Division of Water Quality
Water Quality Section
Non -Discharge Permitting Unit
Post Office Box 29535
Raleigh, NC 27626-0535
If you have any questions concerning this letter, please -call J R Joshi at [phone] extension
363 or Dave Holsinger with the Wilmington Regional Office at [phone].
-or A. Preston Howard, Jr., P.E.
cc: Permit File (w/o encl.)
Wilmington Regional Office (w/o encl.)
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

State of North Carolina
Department of Environment,
Health and Natural Resources
Wilmington Regional Office
Division of Water Quality
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
August 25, 1.997
MIIMORANDUM
NOTE TO FILE: 31-6
FROM: Andrew G. Helminger
A C4J 0 M-L
wftawoft
-Ndk M ��
IDEHNR
SUBJECT: Follow Up Visit to Smith -Alderman Farm (31-6) on August 8 & 13, 1997
On August 6, 1997, Greg Peterson, the onsite representative for the Smith -Alderman Farm (31-6), was
instructed to immediately remove the hog waste that had discharged into a storm water drainage path and
to responsibly lower the level of lagoon #1. A follow up visit was made to the facility at 1:00 PM on
August 8, 1997. During this visit, it was observed that lagoon #1 had been properly lowered (lagoon had
4 feet of freeboard); however, some waste still remained in the storm water drainage path.
Once again, Greg Peterson was instructed to remove the waste. In 'addition, he was instructed to move
a charging pipe which was sitting in a wetland area between the old and new lagoon. My concern was
that leakage from this pipe could easily reach State waters. Another follow-up visit was made to the farm
at 4:10 PM on August 13, 1997. During this visit it was observed that the remaining waste had been
removed. In addition, the charging pipe had been moved out of the wetland area.
S AWQslANDYM31-6.NTF
127 Cardinal Drive Extension, Wilmington, N.C. 28405-3845 • Telephone [phone] • Fax [phone]
An Equal Opportunity Affirmative Action Employer

State of North Carolina
Department of Environment,
Health and Natural Resources ~�
James B. Hunt, Jr., Governor'�l
Jonathan B.' Howes, Secretary
Quarter M Farms Inc
Alderman Farm
947 Powell Page Rd
Rose Hill NC 28458
A4
IDEHNR
November 12, 1996
SUBJECT: Operator In Charge Designation
Facility: Alderman Farm
Facility ID#: 31-6
Duplin County
Dear Farm Owner:
Senate Bill 1217, An Act to Implement Recommendations of the Blue Ribbon Study
Commission on Agricultural Waste, enacted by the 1996 North Carolina General Assembly,
requires a certified operator for each animal waste management system that serves 250 or more
swine by January 1, 1997. The owner of each animal waste management system must submit a
designation form to the Technical Assistance and Certification Group which designates an
Operator in Charge and is countersigned by the certified operator. The enclosed form must be
submitted by January 1, 1997 for all facilities in operation as of that date. Failure to designate a
certified operator for your animal waste management system is a violation of 15A NCAC 2H
.0224 and may result in the assessment of a civil penalty.
If you have questions concerning operator training or examinations for certification, please
contact your local North .Carolina Cooperative Extension Service agent or our office.
Examinations have been offered on an on -going basis in many counties throughout the state for
the past several months and will continue to be offered through December 31, 1996.
Thank you for your cooperation. If you have any questions concerning this requirement please
call Beth Buffington or Barry Huneycutt of our staff at 91gn33-0026.
Sincerely,/ i
A. Preston Howard, Jr., P.E., Director
Division of Water Quality
Enclosure
cc: Wilmington Regional Office
Water Quality Files
P.O. Box 27687, *C FAX [phone]
Raleigh, North Carolina 2761 1-7687 An Equal Opportunity/Affirmative Action Employer
Voice 919-715-4100 5016 recycled/100% post -consumer paper

3/_G
r�]
State of North Carolina
Department of Environment, Health, and Natural Resources
Wilmington Regional Office
James B. Hunt, Jr. Division of Environmental Management Jonathan B. Howes
Governor WATER QUALITY SECITON Secretary
CERTIEKD MAIL #Z 405 591305
RETURN RECEIPT REQUESTED
Mr. Dean Hardison
947 Powell Page Road
Rose Hill, North Carolina 28453
August 15, 1995
Subject: Alderman Farm 1-9
Duplin County
• Dear Mr. Hardison:
On August 14, 1995 Staff from the Wilmington Regional Office of the Division of Environmental
Management inspected your animal operations and the lagoons serving these operations. It was observed
that the levels in the waste lagoons at the farm were = P-0", P-7", and V-6" respectively, from the top.
The lagoon serving 1-3 is in immediate need of pumping, and the lagoons serving 4-5 and 7-9 were on
the verge of not having sufficient freeboard. Mr. Rhett Schaef commented to the inspector that all three
farms were in the process of regrading around the houses and rebuilding the lagoon slopes.
NRCS guidelines for Best Management Practices require a minimum of one foot seven inches of
freeboard. This is based on the amount of storage space needed to contain a 25-year storm event of 24
hours duration. You should pump down your lagoon to provide the required freeboard. The wastewater
spraying activity should be done in accordance with NRCS standards which are designed to prevent runoff
from your spray fields.
To remain a deemed permitted facility, all corrective actions must be made within seven (7) days.
Failure to do so may result in 'the facilities losing their deemed permitted status and being required to
obtain individual non -discharge permits for the facilities.
. Please be aware it is a violation of North Carolina General Statutes and Rules to discharge
wastewater to the surface waters of the State without a permit and/or to fail to follow a certified waste
management plan. The Division of Environmental Management has the authority -to levy a civil penalty
Ig of not more than $10,000 per day per violation.
127 Cardinal Drive Extension, Wilmington, N.C. 28405-3845 0 Telephone [phone] • Fax [phone]
An Equal Opportunity Affirmative Action Employer

Dean Hardison
August 15, 1995
Page 2
When the required corrective actions are complete, please notify this office in writing at the address
below. If you have any questions concerning this matter, please call Linda Lewis or Dave Adkins at
[phone].
Sincerely,
Linda Lewis
Environmental Engineer
S:\WQS\STEVEW\HOG\HARDISON.895
cc: Dave Adkins, Regional Water Quality Supervisor
Duplin County Soil and Water Conservation District
Duplin County Health Department
Tom Jones, NC Division of Soil and Water Conservation
Operations Branch
Rhett Schaef, Murphy Farms
C`
-40

REGISTRATION FORM FOR ANIMAL FEEDLOT OPERATIONS
Department of Environment, Health and Natural Resources
Division of Environmental Management
Water Quality Section `
If the animal waste management system for your feedlot operation is designed .to -serve
more than or equal to 100 head of cattle, 75 horses, 250 swine, 1,000 sheep;,or,30;000
birds that are served by a liquid waste system, then this form must be filled out -and
mailed by December 31, 1993 pursuant to 15A NCAC 2H. 0217 (c) in order to be d_e_ baled -
permitted by DEM. Please print clearly.
Farm Name:
Mailing Adress:
Alderman Farm
O County: Qy.p4/•.d _ _ Phone No. Z - 6 9 ),S �-
Owner(s) Name:
Manager(s) Name:
Lessee Name:
Farm Location (Be as specific as possible: road names; direction, milepost, etc.)-
Latitude/Longitude if Known: 23-034-20-09-0
Design capacity of animal waste management system (Number and type of confined
animal(s)): 1� aJiC,ry,S L4 r j �5 WIAJe
Average animal population on the farm (Number and type of animal(s) raised):
Year Production Began: ASCS Tract No.: '71 r s
Type of Waste Management System Used: /a N A Lr 2d13/C
Acres Available for Land Application of Waste:
Owner(s) Signature(s):
DATE: 1� Z
SI AP
DATE:

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Sta of North Carolina
Department of Environment
and Natural. Resources
Division of Water Quality RECEIVED
.lames B. Hunt, Jr., Govemor SUN b 1998
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., D 1P'qtor
June 22, 1998
_ .Quarter M_Farms, Inc.
Smith -Alderman Farm
947 Powell Page Rd
Rose Hill NC 28458
i•NCDENR.
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
Subject: Certificate of Coverage No. AWS310006 _
Smith -Alderman Farm
Swine Waste Collection, Treatment,
Storage and Application System
Duplin County
Dear Quarter M Farms, Inc.:
In accordance with your application received on March 27, 1998, we are forwarding this
Certificate of Coverage (COC) issued to Quarter M Farms, Inc., 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 Smith -Alderman Farm, located in Duplin County,
with an animal capacity of no greater than 17136 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.
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 509/a recycled/ 10% post -consumer paper

s
Certificate of Coverage AWS31000
Smith -Alderman Farm
Page 2
This COC is not automatically
submitted to the DWQ prior to a name
If any parts, requirements, or limitations contained in this COC are unacceptable, you have the
right to apply for an individual non -discharge permit by contacting the engineer listed below for .
information on this process. Unless such a request is made ,within 30 days, this COC shall be final and
binding.
The subject farm is located in the Wilmington Regional Office. The Regional Office Water
Quality Staff may be reached at [phone]. If you need additional information concerning this
COC or the General Permit, please contact Katharine Keaton at [phone] ext.- 533: - - -
Sincerely,
�A- Preston Howard, Jr., P.E.
cc: (Certificate of Coverage only for all cc's)
Duplin County Health Department
Wilmington Regional Office, Water Quality Section
Duplin County Soil and Water Conservation District . .
Permit File
Q

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMSSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
SWINE WASTE OPERATION GENERAL PERMIT
This permit shall be effective from the date of issuance until April 30, 2003. Holders of
Certificates of Coverage (COC) under this permit shall comply with the following specified conditions
and limitations:
-I. ' -PERFORMANCE STANDARDS -
-------------
1. The animal waste collection, treatment, storage and application system permitted under
this permit shall be effectively maintained and operated as a non -discharge, system to
prevent the discharge of pollutants to surface waters, wetlands, or ditches. Application of .
waste at agronomic rates to terraces and grassed waterways is acceptable in accordance
with Natural Resources Conservation Service (MRCS) Standards. Facilities which are in
compliance with their CAWMP and this permit, which unintentionally discharge as a
result of a storm event greater than the 25-year, 24-houi storm, will not be considered to
be in violation of this permit.
2_ The CAWMP is hereby incorporated by reference into this general permit. New or
expanding farms are required to be certified prior to the stocking of animals. The
CAWMP must be consistent with all applicable statutes, rules and standards in effect at
the time of siting, design and certification of the facility. Any violation of the CAWMP
shall be considered a violation of this general permit and subject to enforcement actions.
A violation of the General Permit may result in the Perrnittee having to take immediate or
]on = term corrective action(s) as required by the Division of Water Quality. These
actions may include modifying the CAWMP, ceasing land application of waste, or
removing animals from the farm.
3. The facility may not be expanded above the capacity shown in the COC until a new COC
reflecting the expansion has been issued.
4. A copy of this General Permit, COC, certification forms, lessee and landowner
agreements, and the CAWMP shall be readily available at the farm (stored at places such
as the farm residence, office, outbuildings, etc.) where animal waste management
activities are being conducted for the life of this permit. These documents shall be kept
in good condition and records shall be maintained in an orderly fashion.
5. For all new and expanding operations, no collection or 'storage facilities may be
constructed in a 100-year flood plain.
� Rf .�.w f • t
'4ML �,vi r
f

-6. Existing swine dry lots may remain in wetlands as long as, the- wetlands uses are not
removed or degraded as a result of the swine. The swine however may not be confined r
within 100 feet of an adjacent stream or a seasonally -flooded area. ;The swine also must
not cause a loss of more than 10% of the existing tree canopy. Where trees do not exist,
the area must be managed to include crop rotation.
II. OPERATION AND MAINTENANCE REQUIREMENTS
I. ' The collection, treatment, and storage facilities, and land application equipment and fields'
shall be maintained at all times and properly operated.
- - - - - - - - 2. - - -A -vegetative cover_ shall be -maintained on all land application -fields and -buffers in
accordance with the CAWMP. No waste may be applied -upon fields not included in the
CAWMP.
3. Lime must be applied, as needed, to maintain soil pH in the optimum range for crop -
production.
4. Land application rates shall be In accordance with the CAWMP. In no rase shall land
application rates exceed the Plant Available Nitrogen rate for the receiving crop or result
in runoff during any given application.
5. Application of animal waste onto land which is used to grow crops for direct human
consumption (e.g., strawberries, melons, lettuce, cabbage, apples, etc.) shall not occur
following the planting of the crop or at any time during the growing season, or in the case
of fruit bearing trees, following breaking dormancy. Application of animal wastes shall
not occur within 30 days of the harvesting of fiber and food crops for direct human
consumption that undergo further processing.
6. If manure or sludges are applied on conventionally tilled bare soil, the waste shall be
incorporated into the soil within two (2) days after application on the .land. This
requirement does not. apply to no -till fields, pasture, or fields where crops are actively
growing.
7. Domestic -and/or industrial wastewater from showers, toilets, sinks, etc. shall not be
discharged into the animal waste collection, treatment, storage and application system.
Washdown of stock trailers, owned by and used to transport animals to and from this
farm only, will be permissible as long as the system can accommodate the additional
volume. Only those detergents and disinfectants that are labeled by the manufacturer as
readily biodegradable may be utilized.
$. Disposal of dead animals shall be done in accordance with the North Carolina
Department of Agriculture and Consumer Services (NCDACS) Veterinary Division's
regulations.
7

9. Unless accounted for in temporary storage volume, all uncontaminated runoff from the
surrounding property, and buildings shall be diverted away from the animal waste lagoons
and storage ponds to prevent any unnecessary addition to the liquid volume in the
structures.
10. A protective vegetative cover shall be established and maintained on all lagoon/storage
pond embankments (outside toe of embankment to maximum pumping elevation), berms,
pipe runs, and surface water diversions. Trees, shrubs, and other woody vegetation shall
not be allowed to grow on the lagoontwaste storage pond embankments. All trees shall
be removed in accordance with good engineering practices. Lagoon/waste storage pond
areas shall be accessible, and vegetation shall be kept mowed.
11. At the time of sludge removal from -a lagoon, the sludge must be managed in accordance
with a CAWMP. When removal of sludge from the lagoon is necessary, provisions must
be taken to prevent damage to lagoon dikes and liners.
12. Lagoons/storage ponds shall be kept free of foreign debris including-, but not limited to,
tires, bottles, light bulbs, gloves, syringes or any other solid waste.
13. The facility must have one of the following items at all times (a) adequate animal waste
application and handling equipment, (b) a lease, or other written agreement, for the use of
the necessary equipment, (c) a contract with a third party applicator capable of providing
adequate waste application, or (d) a contract for the purchase of the equipment.
Equipment shall be capable of meeting permit condition H (4).
III. MONITORING AND REPORTING REOUIRENIIENTS
1. An inspection of the waste collection, treatment, and storage structures and runoff control
measures shall be conducted at a frequency to insure proper operation but t at least
monthly and after storm events. For example, lagoons, storage ponds, and other
structures should be inspected for evidence of erosion, leakage, damage by animals or
discharge. Any major structural repairs .(to lagoons or waste storage ponds) must have
written documentation from a technical specialist certifying proper design and
installation. However, if a piece of equipment is being replaced with a piece of
equipment of the identical specifications, no technical specialist approval is necessary
[i.e. piping, reels, valves, pumps (if the GPM capacity is not being increased or
decreased), etc.].
r

2. If not already installed at this facility, a waste -level gauge to monitor waste levels shall be
installed within 60 days of issuance of the COC under this general permit. This gauge
shall have readily visible permanent markings indicating the maximum liquid level at the
top of the temporary liquid storage volume, minimum liquid level at the bottom of the
temporary liquid storage volume, top of the dam elevations: Where storage ponds are
utilized, only a gauge indicating the maximum liquid level at' the top of the temporary
liquid storage volume and top of dam elevations need be installed. Caution must be taken
not to damage the integrity of the liner when installing the gauge. , Waste lagoon and
storage pond levels shall be recorded weekly on forms supplied or approved by the
DWQ. For level gauges already installed, the gauge shall have at a minimum: readily
visible permanent markings indicating the maximum liquid level at the top of the
temporary liquid storage -volume and minimum - liquid -level - at- the bottom - of the
temporary liquid storage volume.
A representative Standard Soil Fertility Analysis, including pH, copper, and zinc, shall be
conducted annually on each application field receiving animal waste. The results of these
tests shall be maintained on file by the Permittee for a minimum of three years and shall
be made available to the DWQ upon request.
4. An analysis of the animal waste shall be conducted as close to the time of application as
practical and at least within 60 days (before or after) of the date of application. This
analysis shall include the following parameters:
Nitrogen' Zinc
Phosphorous Copper
5. Records, including land application events) and removal of solids to an off -site
location(s) records, shall be maintained by the Permittee in chronological and legible
form for a minimum of three years. These records shall be maintained on forms provided
or approved by the DWQ and shall be readily available for inspection.
6. Regional Notification:
The Pernttee shall report by telephone to the appropriate Regional Office as soon as
possible, but in no case more than 24 hours following first knowledge of the occurrence
of any of the following events:
a. Failure of any component of the animal waste collection, treatment, storage and land
application system resulting in a discharge to surface waters. -
b. Any failure of the animal waste treatment and disposal system that renders the facility
incapable of adequately receiving, treating or storing the animal waste and/or sludge.
c. A spill or discharge from a vehicle transporting animal waste or sludge to the land
application field which results in, a discharge to surface waters or an event that poses
a serious threat to surface waters.
d. Any deterioration or leak in a lagoon/storage pond that poses an irnmediate threat to
the environment.
4

e. Failure to maintain storage capacity in.a lagoon/storage greater than or equal to that
required in Condition V (3) of this General Permit.
f. Overapplying animal waste either in excess of the limits set out in the CAWMP or
where runoff enters surface waters. _
g. Any discharge that bypasses a lagoonsstorage pond resulting in a discharge to surface
waters or that poses a serious threat to the environment.
For any emergency which requires immediate reporting after -normal business
hours, please contact the Division of Emergency Management at 1-840-858-4368.
The Permittee shall also file a written report to the appropriate DWQ Regional Office of
the occurrence within 5 calendar days following first knowledge of the occurrence. This `
- report shall outline the actions taken or proposed to -be -taken to correct the problem and to
ensure that the problem does not recur. The requirement to file a written report may not
be waived by the DWQ Regional Office.
IFV. INSPECTIONS
Any duly authorized officer, employee, or representative of the DWQ may, upon
presentation of credentials and in accordance with reasonable and appropriate biosecurity
measures, enter and inspect any property, premises or place on or related to the collection,
treatment, storage and land application system at any reasonable time for the purpose of
determining compliance with this permit; may inspect and obtain a copy of any records
that must be kept under the terms and conditions of this permit; and may obtain -samples
of the animal waste, groundwater, soil, plant tissue, or surface water.
V. GENERAL COI TITIONS
1. The issuance of a COC under this permit shall not relieve the Permittee of the
responsibility for damages to surface waters or ground waters resulting from the animal
operation.
2. The Permittee shall designate a certified animal waste management system operator to be
in charge (OIC) of the animal waste management system. The animal waste management
system shall be operated by the DIC or a person under the OIC's supervision.
3. The maximum waste level in lagoons/storage ponds shall not exceed that specified in the
CAWMP. At a minimum, maximum waste level for lagoons/storage ponds must not
exceed the level that provides adequate storage to contain the 25-year, 24-hour storm
event plus an additional I foot of structural freeboard. In addition to the above
requirements, for new and expanding farms with lagoon designs completed after
September 1, 1996, storage must also be provided for the heavy rainfall factor for lagoons
without an outside drainage area.
In the case of lagoons/storage ponds in series that are gravity fed, the 25-year, 24-hour
storm event and/or the heavy rainfall factor storage requirements for the system may be
designed into the lowest lagoon/storage pond rin the system. However, adequate
freeboard must be designed into eachofthe upper lagoons/storage ponds to allow
sufficient storage to prevent the waste level from raising into the structural freeboard
while the storm water is draining into the lowest lagoon in the system.
5

4. ShouId the DWQ have good reason to believe that any activities conducted pursuant to
this permit may cause or contribute any waste, directly .or indirectly, to be intermixed •
with the waters of the State, the DWQ may require any monitoring (including but not
limited to groundwater, surface water, animal waste, sludge, soil and plant tissue)
necessary to determine the source, quantity, quality, and effect of such waste upon the
waters of the State. Such monitoring, including its scope, frequency, duration and any
sampling, testing, - and reporting systems, shall meet. - all applicable Environmental ,
-Management Commission requirements. "Good Reason" may be based on the findings of
a related Federal, State, Commission or DENR authorized study or report, or other
evidence showing that violations of State water quality standards or other applicable
environmental standards have occurred or may occur.
S. . Failure to abide by -the conditions and limitations "contained in this permit, the facility's
• -CAWMP and/or -.any COC -issued under- this permit may subject -the Permittee to an - -
enforcement action by the DWQ in accordance with North Carolina General Statutes and
may include the requirement to obtain an individual non -discharge permit and/or the ,
modification of the animal waste management system
6. The issuance of a COC under this permit does not excuse the Permittee • from the
obligation to comply with all applicable statutes, rules, regulations, or ordinances (local,
state, and federal).
7. If animal production ceases, the Permittee shall close the lagoons/storage ponds in
accordance with Natural Resource Conservation Service (MRCS) _lagoon/storase pond
closure standards or develop and implement an animal waste management plan in
accordance with NRCS standards. Closure shall also include notifying the DWQ and
submittal of the Animal Waste Storage Pond and Lagoon Closure Report Form to DWQ-
Water Quality Section- Non -Discharge Branch within 15 days of completion of closure.
8. The. annual permit fee shall be paid by the Permittee within thirty (30) days after being
billed by the Division. Failure to pay the fee accordingly constitutes grounds for
revocation of the COC granting coverage under this General Permit.
9. Failure of the Permittee to maintain, in full force and effect, lessee and landowner
agreements which are required in the CAWMP, shall constitute grounds for tdvocation of
the COC granting coverage under this General Permit.
10. This permit allows for the distribution of manure up to 4 cubic yards per visit to
individuals for personal use.
0

4 r.
1
11. The Groundwater Compliance Boundary for the disposal system constructed after
December 31, 1983, is established at either (1) 250 feet from the waste structures and
from the waste disposal area, or (2) 50 feet within the property boundary, whichever is
closest to the waste structures and the waste disposal area. If this facility was constructed
prior to December 31; 1-983, the Compliance Boundary fs established at either (1) 500
feet from the waste disposal area, or (2) at the property boundary, whichever is closest to
the waste disposal area.. An exceedance of Groundwater Quality Standards at or beyond
the Compliance Boundary is subject to the requirements of 15A NCAC 2L and the
Division in addition to the penalty provisions applicable under the North Carolina
General Statutes.
This General Permit issued the eighteenth day of May, 1998.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
A. Preston Howard, Jr., P. ector
Division of Water Quality
By Authority of the Environmental Management Commission
Swine Waste General Permit -Number AWG100000
0
7

State of North Carolina
Department of Environment •
and Natural_ Resources
Division of Water Quality F'iECEIVED
James B. Hunt, Jr., Govemor JUN 2 6 1998
Wayne McDevitt, Secretary NCDENR
A. Preston Howard, Jr., P.E., D 190 NORTm CAROLINA DEFw; TMENT OF
ENVIRONMENT AND NATURAL RESOl1RCES
June 22, 1998
Quarter M Farms, Inc.
Smith -Alderman Farm
947 Powell Page Rd
Rose Hill NC 28458
Subject: Certificate of Coverage No. AWS310006
Smith -Alderman Farm
Swine Waste Collection, Treatment,
Storage and Application System
Duplin County
Dear Quarter M Farms, Inc.:
In accordance with your application received on March 27, 1998, we are forwarding this
Certificate of Coverage (COC) issued to Quarter M Farms, Inc., authorizing the operation of the subject
animal waste collection, treatment, storage and land application system in accordance with General
Permit AWG 100000. This approval shall consist of the operation of this system including, but not
limited to, the management of animal waste from the Smith -Alderman Farm, located in Duplin County,
with an animal capacity of no greater than 17136 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.
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 100% post -consumer paper

Certificate of Coverage AWS310006
Smith -Alderman Farm
Page 2
This COC is not automatically transferable. A nametownership change application must be
submitted to the DWQ prior to a name change or change in ownership.
If any parts, requirements, or limitations contained in this COC are unacceptable, you have the
right to apply for an individual non -discharge permit by contacting the engineer listed below for
information on this process. Unless such a request is made within 30 days, this COC shall be final and
binding.
The subject farm is located in the Wilmington Regional Office. The Regional Office Water
Quality Staff may be reached at [phone]. If you need additional information concerning this
COC or the General Permit, please contact Katharine Keaton at [phone] ext. 533.
Sincerely,
✓-A. Preston Howard, Sr., P.E.
cc: (Certificate of Coverage only for all cc's)
Duplin County Health Department
Wilmington Regional Office, Water Quality Section
Duplin County Soil and Water Conservation District
Permit File
MMMM.,

a
State of North Carolina
Department of Environment ffla.';VA
and Natural Resources 4
T1
Division of Water Quality
.fames B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director
March 20, 1998
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
Quarter M Farms Inc
Smith -Alderman Farm
947 Powell Page Rd
Rose Hill NC 28458
Farm Number: 31- 6
Dear Quarter M Farms Inc:
You are hereby notified that Smith -Alderman Farm, in accordance with G.S. 143-215.1OC, must
apply for coverage under an Animal Waste Operation General Permit. Upon receipt of this letter, your
farm has six 60 days to submit the attached application and all supporting documentation. In
accordance with Chapter 626 of 1995 Session Laws (Regular Session 1996), Section 19(c)(2), any
owner or operator who fails to submit an application by the date specified by the Department
SHALL NOT OPERATE the animal waste system after the specified date- Your application must
be returned within sixty (60) days of receipt of this letter. Failure to submit the application as required
may also subject your facility to a civil penalty and other enforcement actions for each day the facility is
operated following the due date of the application.
The attached application has been partially completed using information listed in your Animal
Waste Management Plan Certification Form. If any of the general or operation information listed is
incorrect please make corrections as noted on the application before returning the application package.
The signed original application, one copy of the signed application, two copies of a general location
map, and two copies of the Certified Animal Waste Management Plan must be returned to complete the
application package. The completed package should be sent to the following address:
North Carolina Division of Water Quality
Water Quality Section
Non -Discharge Permitting Unit
Post Office Box 29535
Raleigh, NC 27626-0535
If you have any questions concerning this letter, please call J R Joshi at [phone] extension
363 or Dave Holsinger with the Wilmington Regional Office at [phone].
Sincerely,
fo-- A. Preston Howard, Jr., P.E.
cc: Permit File (w/o encl.)
Wilmington Regional Office (w/o encl.)
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

I
f
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
Non -Discharge Permit Application Form
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
General Permit - Existing Liquid Animal Waste Operations
The following questions have been completed utilizing information on file with the Division. Please
review the information for completeness and make any corrections which 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 FaciIity Name: Smith -Alderman Farm
1.2 Print Land Owner's name: Quarter M Farms Inc
1.3 Mailing address: 947 Powell Page Rd
City, State: Rose Hill NC
Telephone Number (include area code): 910-532-2616
Zip: 28458
1.4 County where facility is located: Duplin
1.5 Facility Location (Directions from nearest major highway. Please include SR numbers for state roads. Please include a
copy of a county road map with the location of the farm identified): On northwest side of SR 1128, approximately 0.5
miles northwest of intersection with SR It 31.
1.6 Print Farm Manager's name (if different from Land Owner): Gary Mann
1.7 Lessee's / Integrator's name (if applicable; please circle which type is listed): MurphyEFamilyEFarms
1.8 Date Facility Originally Began Operation: rb J 8'9
1.9 Date(s) of Facility Expansion(s) (if applicable):
fi i7 �17.111I C���ii�hC�] iu I1111 C1KA
2.1 Facility No.: �31_ (county number); _6 (facility number).
2.2 Operation Description: Swine operation
F—ee—c—er to Finish
17136- Certified Design Capacity
Is the above information correct? yes; no. If no, correct below using the design capacity of the facility
The "No. of Animals" should be the maximum num er. . or which the waste management stroctures were designed.
Type of Swine No. of Animals Type of Poultry No. of Animals Type of Cattle No. of Animals
0 Wean to Feeder 0 Layer 0 Dairy
0 Feeder to Finish 0 Non -Layer 0 Beef
0 Farrow to Wean (# sow) 0 Turkey
0 Farrow to Feeder (# sow)
0 Farrow to Finish (# sow)
Other Type of Livestock on the farm: No. of Animals:
FORM: AWO-G-E 1/26/98 Page 1 of 4

3.
2.3 Acreage cleared and available for application (excluding all required buffers and areas not covered by the application
system): 103.9 ; Required Acreage (as listed in the AWMP): 125
2.4 Are subsurface drains present within 100' of any of the application fields? YES or lease circle one)
2.5 Are subsurface drains present in the vicinity or under the lagoon(s)? YES orV(please circle one)
2.6 Does this facility meet all applicable siting requirements? (Swine Farm Siting Act, NRCS Standards, etc.) (Swine Only)
ES or NO (please circle one)
What was the date that this facility's swine houses and lagoon were sited? 1081
What was the date that this facility's land application areas were sited? Lo6� (-,cUs ., a/91
REQUIRED ITEMS CHECKLIST
PIease indicate that you have included the following required items by signing your initials in the space provided next to each
item.
Applicants Initials
3.1 One completed and signed original and one copy of the application for General Permit - Animal
Waste Operations;
3.2 Two copies of a general location map indicating the location of the animal waste facilities and
field locations where animal waste is land applied;
3.3 Two copies of the entire Certified Animal Waste Management Plan (CAWMP). If the facility
does not have a CAWMP, it must be completed prior to submittal of a general permit
application for animal waste operations.
The CAWMP must include the following components:
3.3.1 The Waste Utilization Plan (WUP) must include the amount of Plant Available
Nitrogen (PAN) produced and utilized by the facility.
3.3.2 The method by which waste is applied to the disposal fields (e.g. irrigation,
injection, etc.)
3.3.3 A map of every field used for land application.
3.3.4 The soil series present on every land application field.
3.3.5 The crops grown on every land application field.
3.3.6 The Realistic Yield Expectation (RYE) for every crop shown in the WUP.
3.3.7 The PAN applied to every land application field.
3.3.8 The waste application windows for every crop utilized in the WUP.
3.3.9 The required NRCS Standard specifications.
3.3.10 A site schematic.
3.3.11 Emergency Action Plan.
3.3.12 Insect Control Checklist with chosen best management practices noted.
3.3.13 Odor Control Checklist with chosen best management practices noted.
3.3.14 Mortality Control Checklist with the selected method noted.
3.3.15 Lagoon/storage pond capacity documentation (design, calculations, etc.)
If your CAWMP includes components not shown on this list, such as an irrigation design,
or site evaluation, please include the additional components with your submittal.
FORM: AWO-G-E 1/28/98 Page 2 of 4

Facility Number: 31 - 6
Facility Name: Smith -Alderman Farm
4. APPLICANT'S CERTIFICATION:
1, -�Lr M `�`L'r-5 i J r,C- (Land Owner's name listed in question 1.2), attest that
this application for S - 4-�' \Ctt h".-, A-G-f` -,- (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 will be returned to me as incomplete.
Signature Date r:�� —; 1�1
5. MANAGER'S CERTIFICA N: (complete only if different from the Land Owner)
I, z soh*, :B'-Z i ( (Manager's name Iisted in question 1.6), attest that this
application for �111'� 1-4-\ -- A It r ,r 1c 1-1 nti (Facility name listed in question 1.1)
has been reviewed by me and is accurate and complete to tie best of my knowledge. I un erstand 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 relnmeo�as j%cygiplete.
Signature
Date
THE COMP,&ETED 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 1/28/98 Page 3 of 4

y'L
DI1'ISION OF WATER QUALITY REGIONAL_OFFICES (1/98)
Asheville Regional WQ Supervisor
59 Woodfin Place
Asheville, NC 28801
[phone]
Fax [phone]
Washington Regional WQ Supervisor
943 Washington Square Mall
Washington, NC 27889
[phone]
Fax [phone]
Avery
Macon
Beaufort
Jones
Buncombe
Madison
Bertie
Lenoir
Burke
McDowell _
Camden
Martin
CaldweII
Mitchell
Chowan
Pamlico
Cherokee
Polk
Craven
Pasquotank
Clay
Rutherford
Currituck
Perquimans
Graham
Swain
Dare
Pitt
Haywood
Transylvania
Gates
Tyrell
Henderson
Yancey
Greene
Washington
Jackson
Hertford
Wayne
Hyde
Fayetteville Regional WQ Supervisor
Wachovia Building. Suite 714
Faveueville. NC 28301
(9i0) 486-1541
Fax [phone]
Anson
Moore
Bladen
Richmond
Cumberland
Robeson
Harnett
Sampson
Hoke
Scotland
Montgomery
Winston-Salem Regional WQ Supervisor
585 Wauahtown Street
Winston-Salem, NC 27107
[phone]
Fax [phone]
Alamance
Rockingham
Alle_a_hany
Randolph
Ashe
Stokes
Caswell
Surry
Davidson
Watauga
Davie
Wilkes
Forsyth
Yadkin
Guilford
Mooresville Regional WQ Supervisor
919 North Main Street
Mooresville, NC 28115
[phone]
Fix [phone]
Alexander
Lincoln
Cabarrus
Mecklenburg
Catawba
Rowan
Cleveland
Stanly
Gaston
Union
Iredell
Raleigh Regional WQ Supervisor
3800 Barrett Dr.
Raleigh, NC 27611
[phone]
Fax [phone]
Chatham
Nash
Durham
Northampton
Edgecombe
Orange
Franklin
Person
Granville
Vance
Halifax
Wake
Johnston
Warren
Lee
w iison
Wilmington Region. WQ Supervisor
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
[phone]
Fax [phone]
Brunswick New Hanover
Carteret Onslow
Columbus Pender
Duplin
FORM: AWO-G-E 1/28/98 Page 4 of 4

F A iMl I L Y F A R M S
June 3, 1998
DEHNR
Div. of Environmental Management
Water Quality Section
NonDischarge Permitting Unit
PO Box 29535
Raleigh, NC 27626-0535
Attn: Katherine Keaton
JUN 5 1998
RE: Revised Nutrient Utilization Plan for the Smith - Alderman Farm
Enclosed is a copy of the revised Nutrient Utilization Plan for the Smith - Alderman Farm
for your records. A copy of the revised plan has been sent to the appropriate NRCS area
office and to the farm.
If you have any questions or concerns, please call me at [phone] ext. 4556.
Sincerely,
Kraig�Westereek
Land & Nutrient Manager
Enclosure
KW/tk
Post Office Box 759, Rose Hill, North Carolina 28458, [phone], FAX [phone]

Producer: t)rn43r,--
Locadon: SCE, 11an
Te.lephone:
Type Operation: -Vk 6 StirR V
Number of Animals: V-13V-3 U
(Design Capaciry)
The waste from your az�nal facility must be land applied at a specified rate to prevent
pollution of surface and/or-oundwater. The plant nunieuts is the animal aiaste should
b e used to reduce the amount of corataercial fer d izer rewired for the CI-ot}s in the fie?d5
where the waste is to be applied. This waste utilization plan uses aitroc= as the leg
Waste should be anal!rzed before each application cycle. Annual sou teszs are
,u onaty encouraged so tat 0 plant nutrients can b e balanced for realis&c : eIrs ofthe
crow tobesa-01VIL
Several factors are h=orant in iamlementing your waste utilization plan in ord- zo
=2. d1l3iZe the feraiizr: value of the waste and to ensure that it is applied in an
eav ronnaeatally safe man, e; Always apply waste based on the needs of the crop to be
g= owu and the nutrient coatami of the waste. Do not app v more nitroem tha the crop
cau utii e. Soil types = important as they have di.-erent infiltration rate& l--ching
pore :rails, cation exchange capacities, and available water holding capaci-Les. yormilly
waste z-H all not be applied to land eroding at heater than tons per acre per y = with
spe cal precautions, waste may be applied to land eroding at up to 10 tons per acre pe;
year_ Do not apply wale on saturated soils, when it is raining, or when thece is
frozaa. Either of these conditions may result in ruuofr'to surface waters which is not
allowed under DEM revelations. Wind conditions should also be conside.ed to avoid drift
anal downwind odor problems. To maximize the value of nutrients for crop production
and to reduce the potendad for pollution, the waste should be applied to a gouiaa crop or
applied to bare sound not more than, 30 days prior to planting. Injectiazg the %haste or
ring will conserve nutrients and reduce odor problems.
The es-, ated acres needed to apply the animal waste is based on typical nur±ie;t content
for tb.is type of facility. Acreage requirements should be based on the waste anaiysis
rep orL from" your waste m nazement facility. Attached you wail find information on
proper sarnplino techniques, preparation,'an.d transfer of waste samples to the lib for
anaivsis_
This waste utilimdon plan. ifcanied out, meets the requirements for compliance with 15A
+CAC 2n0217 adopted by the Environmental Managemeat Commission.

r- ....:.:... �......
v�
Amount of Waste Produced Per Year(aallonis ft3 torts etc-)
1L\31p animals X_`� (a=�waste/mhna3/year =- z 11(4mi-) wastefyear.
Amount of Plant Available Narogen (PAN) Produced Per Year
animals X Ibs. PAN/animallyear =33z�?ibs. PAN/year. (PAN from C. Tech.
Guide SUL 633)
Applying the above amount of waste is a big job. You should plan time and have
appropriate equipment to apply the waste is a timely manner.
The foIlowing acreage wM be needed for wale application based on the c- o to be gown
and suxface application: - y
Table 1: ACRES OWiti-ED BY PRODUCER
Trac: Field Sou Crop Lbs- N Acres Lbs. N Mouth of
;No. TIV Per Ac. * Utilized MiDlication
I J l !
o- o f to i
i✓
I 5.oa
I -���5 I
I A 2 I
U I �+�(Y
Z ✓
13ti•aa
F3 I
I J. 3 I
.-a-1
2-L,6 ✓
I ZA-! o
I SA60 I
I Ji 4 I
I ��. !
l a4 ✓
1 �.5 •
I L. 5o I
I
I
I 246 1
b
I '19 50 I
Ir I
I I
IA
I
ILkI
,� I
1�0 ✓!
S
I
1 z"' I
Icy ►,►,K�I
I � �e�:►. I
f �5.0
1
I
I I
I I
I
I I
I I
I I
I
I
I I
I I
I
Total L 103.Ao 116
" Ihis N is from animal waste only. If nutrients from other sources such as corrmm-c d
fertiii—z-r are applied, they must be accounted far. N roust be based on realistic vield
eXDeGYQYIUlL
NOTE: The applicator is cautioned that P and K maybe over applied while rmedng the N
requirefnenis Beginning in 1996 the Coastal Zone Managerrsent Act will require farrners in
some eastern counties of Norrh Ca: olina to have a nutrient management plan that addresses
all nurrients. This plan only addresses Mrrogerz

Table 2: ACRES Vi►TTTd AGREE.1d -.LNT OR LONG TERM LEASE
(moment with adjacent landowner must be attached)
(Required only if operator does not own
adequate land [see Required Specification ion 2D
Tract Field Sod Crop Lbs. N Acres Lbs. N Man& of
No. Type Per Ac. Utilmd AnvEmdon
I I I
! I I
1 I ! I
1 I I I I
I 1 1! I I
1 ! I I ! I
i I f 1 1 I
l I i I 1 1
! f
Total
See foo& ore far Table 1.
TotaLs from above Tables
Acres Lbs. N
Utilized
Table l k3 i $ z$
Table 2
Total k3 I 33 z4s i
Amount ofN oduced 3 1$Z I
Surphts r �fi 4 id . CC)
I
N07"E: 3 he Waste Utilization Plan must contain provisions for periodic land
applLc-a on±of sludge at agronomic rates The sludge will be nutrient rich and will
require precautionary measures to prevent over tspplication of nutrients or other
elemerrLc.
3

v
See arrached map showing the fields to be used for the utilization of waste :eater
Application of Waste by Ir.d.-atiou
Fie d Soil Type Crop Application Anoiicadon
No. Rate (In/ r) Amount ML)
60 e - !� l Q / •Y1 �1 A
• -mil /
�i' ' ! Q
3
l wo �,�rd�
/
/.r -�, C)
r
Lf L1�+C1
11C3e
l A.
"
l I
l
l f l
l
l
! l
l
1
1 l
i- c i1,3L 7S Nur I — IM 7,W.2IS IN -a ' Bc�GAp.?T_— BY �3 CIA1 O:T EOWEvh- A C.=3
3E N -� n. S0RORYisiZ01SLU3aY. r
/V C�w7 �S 50hS (�r•.v�ar`I� S[Ca•+d0.
Your �cury is des, for�days ofteasnoraL V sora¢e and Wte= onr sorage
=a — be removed on the averag-e/bf once every to . / iMOiv-'AS. in no ��=ce would
tie voh=e of waste berms cored in your s=ctuxe� e'? Elevation-*s� �,Ctr, Oevve-
Cail the local Natural Resoures Conservation Service Cformerly Soil Consz:- cr_
Sery cz) or Sots and Ware: Conservation District oface aite: you'rereive the � e
azEalysdz report for asdrsmce in determiiiag the amotmr per' acre to apply and-W_ proper
aopii.cation rate prior to applying the waste.

51
`" ""L V"
�.»w:..
REQUIRED SPECIFICATIONS
I_ Animal waste shall not reach surface waters of the sate by runoff; drift, manmade
conveyances, direct appiicatiorz, ar direct discharge during operation or Land
application. Any discaarae of waste which reaches surface water is prohibited.
2. There must be docutnearadon is the design folder that the producer ehher owns or has
am agz•eement for use of adequate land on vihich to properly apply the wase: If the
producer does not own adequate land to properly dispose of waste, heAhe shall
provide a copy of an am—eement with a landowner who is whbin a reasonable
proxinrty, allowing hirr, a the use of the land for waste application. It is the
resp onsibidrty of the owner of the facffity to seruxe an update of the Wale Utilization
Plan when there is a caange in the operation, increase is the number of a rim-4k
method ofutilization, or available land.
a. ni-ma3 waste shad be applied to greet, but not exceed, the nitrogen _etiisorreslisde
crop yields based on soli ttipe, available morsure, hiszoricai data, cLim ric c3ndiaons,
and level ofmanaa=eat, unless there are re`.rlat ons that restrict the.rte of
application for other nu eats. ' V
4. AnarnaI waste shall be applied to land eroding less than. 3 tons per acr4 e. yeas
Wale may be applied to Land that is eroding at 6 or more tons., but less -H.10 tons
p er acre p ez year providmg `TasS filter strips are aIIe3 where runor~ ! es the field.
(SeY FOTG Standard 393 - FE—ter. Strip).
6. Odors can be reduced by iniectinQ the waste or disk ng after wale agoEcadon. Waste
should not be applied there is danger mm of drit± othe irrigation E
6. When anituoiwaste is to be applied on acres s.zDje^t to flooding, it w7Mbe sou
incorporated on conventionally tried cropland_ Wien 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 m North
Carolina" for guidance.)
i. Liquid waste shall be applied at rates not to exceed the soil imfiltration rate such that
runoff does not occur of>�e or to surface waters and in a method which does not
cafe drift from the site during application_ No pond ug should occur in order to
control odor or flies.
8. Aidn=1 waste shall not be applied to saturated soils, during rainfall eveats, or when the
Sur Ea c e is frozen.

REQUIRED SPECIFICATIONS
(continued)
9. Animai waste shag be applied on actively Drowing 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 b e considered.
10. Waste nutrients shalt 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 sods should
be held to a mmitmim and a suitable winter cover crop planted to take trn released
nutrients. Waste shall not be applied more tb.an. 30 days prior to planting of the crop
or forages brealdng dormancy.
11_ Any new swore faciliiry stied on or after Octob er I, 1995 shall comply w� -he
following: The outer perimeter of the land area onto which waste is applied 1 om a
la- soon that is a co=ones of a swine farm wall oe at least 50 fee: from •residential
property boundary and from any perennial seam or river (other than an L.-- on
dhch or canal. Animad wase other than swine wale from facilities sh.-d on or aver
October 1, 199-5), shadnot be applied close~ thazr 2-4 feet to perenniaiw«z (Se_
Standard 393 - Fate: kips).
12. _=nimll wale shall not be applied closer than 100 E--= to wells.
13. Animal waste shaflnot be applied closer. than 200 feet of dwellings oth.-rt:-r-^ tHose
owned by the landowner.
IT. Wasa shall be applied in a manner not to reach other property and public
ways_
I5_ ?aizazal wale shall not be discharged into surface waters, drainageways, or elands
by a discharge or by over -spraying_ Animal wash maybe applied to prior converted
wetlands provided they have been approved as a land application site by a ".ethnical
sp eci alit". Animal was.- shall not be applied on s -assed waterways that dL--large
directly into water courses, and on other grassed waterways, waste shLbe applied at
azronomic rates is a manner that causes no run.ofi' or drift from the site.
16. Domes'sC and industrial waste from washdown fac iities, showers, toilets, sill etc.,
s
shall not be discharged into the animal waste =anag—e-nent system.
6

REQUIRED SPECFICATIONS
(continued)
18. If animal production at the facility is to be suspended or terminated, the ownais
resp ons-bIe for obtag and inzplemeating a "closure plan" which wil 60�ate the
p ossiodity of an illegal discharge, pollution and erosion-
19 _ Waste handing straczares, piping, puurps, repels, etc., should be inspected on a regular
bass to prevent breakdowns, leaks, and spas. A regillar maintenance che--,.k& should
be kept on site.
20. Animal waste can be used in. a rotation that iaciudes vegetables and orher =ps for
direct human cons=rion. However, if animal waste is used on crops for Eert
human cons=tion it should only be applied preplant with no f u-ther applications of
animal waste dams the c: on season
21. ?Ughly le =ken aa?t be installed to roark the top and bottom el-- adon5 of the
re=orary storage (Du=inz volume) of all waste meamient lagoons. ?=iaa sh Il
b e managed to maintaW the liquid level berween the maskers. A marker wi l be
recuired to mark the =r:; rn storage volume for waste storage ponds.
22. Wage shall be tested wiaa 69 days ofutHizadon aad soil shall be tese-? at I=
annually at crop sites where waste products are applied_ Narogea j be the zate�-
determig element. Z-ac and copper levels in the soils shall be monitored =d
a! ternatzve crop sites :hall be used when these meras annroach excesd a l!rels. pH
s:zail be adjured for opn- 7M crop production and mamtained. Soilzd waz-
analvsis records shall be ieept for five years. Pous=-�, d;-y waste appUcadon records
Shall be maintained for three (3) years. Wage appiica-don records for au other waste
shall be maintained for Eve (5) years.
;,23_/De3d animals will be disoos- ofin a manner that meets North CazoIiaa re Iatians

WASTE UTILIZATION PLANT AGREE i 'f
Xame of Farm: ] rri ,Ajr\ —
OwnerlMartnger Agreement
I (we) understand and wflI follow and implement the sp ecifrcation and the opcmtim and
maintenance procedures established in the approved animal waste utffizatimplanforthe
farm named above. I (we) know that any expansion to the existing design capacity ofthe
waste treatment and storage system or construction ofnew fades will rezp*c anew
c--dfication to be submitted to the Division of Euvironmez t Management (ME before
the new animals are stocked- I (we) also und=sz d that there mug be no Esca rge of
animal waste from this sv em to surface wasters of the state from a scorn, evMt less
severe than the 23-year, 24—hour storm. The approved plan will be flied on -tee at the
La rm once and at tiie office of the local Soil and Water Conservation Disc cz and wfil be
available for review by DFN upon request.
Name of Facdiry Qwne:- � " o. f i� 5
Si-natti:ze: Date-
V
N ame of Manaige.-fIf dime: = from owner):
1
Si=azure:
Date:
Naae of Technical Special ,: (Please print) 1� lrc ; , %,—)��-
IE=s .. •
Address (Agency): Q -(Z�
Siva

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I

Soils Legend
Q-&6- 2Q snd
Q-Nor4-Na('otlG {.oct.r+s�. l�,d O-?°vSlsr+r
MURPHY FAMILY FARMS
Rase Hill, North Camrina
FarrruTract Name
Location 5R 1t -?g- _ �t �nLU. P Dare _-,2-aS
Scale Acres CIS _atm"
Drawn by.
Features drawn from: Ar vn 4 4n

"qp
IMF,
cr
py
ti
ej

-' �- .,r/+(Yr 1 iJr,�►.� f �i. -f � .,r, - 1 ,�i � �' �,:tt' t u.. r
1 F� �� 1 ! i l[ • 1��•x
I c
'fF ••, � IlT' _ ry � J
Sm
un
Rr
eth
76
a F
r Fr. am
rmIm'k
} .. rm . .
mr
ZW4 Fr
r tri c r
tis tir • TJ L Ra
W.
rFT
f rr air,
f- T
TCM
.�;T e rm
CC
i r�
ip• •i F tTr
j'-
rr~
vn
T7fPrw—
wr
_ rr •T `.
71
r r L - ar--
.t �• � -� •/ [' / r. fit, �' `nl���
MT
cr• _ mT
a 'a
seM ♦, j"� t I , T �r�

qua'
Animal Waste 1-Ianagernent Plan Certifcal"ORIAR 2 ] 1998
fPlcn.;e coot or print all inform.ition ,fiat clues noc reuuire a silutury
t�•;:
- zst::tom or New..: or' Expanded... ( .',erase circle one} �!o�-D'ischargs Perrrilftlti�: ~,t
Generni Inrormation: ..` L
-_
Nume c:• Farm:_S1Lr+Mc._n Crf f--�, _F4Giit•, `o: 3l
Owner(s) Name: _C� LA b.rV-e-r N
A CC:e: 53a-alp i (n
vlaii zR--!.edress:QSl Pbt, 2.I1 Qotz.e- VIA Rc��e 1- t 11 , Oc- `?-SAS Y
Farm Lacrrio)7: Councv Fir-m, is located in:_0-,�1 , n --
L.'?C?E'!de ?.�d Lonsicude: 3y0 4(�- 'Io,f - V 101 iDl` a h }'e '!, ►`�S
Incz_rf.tor: ar �
Please a ia- ch a copy of a county road map with location idencified and desc,-Re be',Ow (Be specific: road
na--,L?-zs.C1re-ccions,rnileOCSE.e:C.): 1Q14� .�035. �pl�]oLr�S OC"U1,14, ,, .3v.n•1"L5 �Yn Ve;4-cr,
5 C- �ur Pn�r rue Gr 2�r-�
Oneration Descriodon:
L .Ce 0 •.511-'ine NO. of.=.rtimalS
�Vtzn to
--�s-eed4: to ::Nish
to wean
to-tniS.Z
Tvve o-fPaulrrn
.� Pullets
NO. O' A.-thrZals
OuterTvfie of iv2s:GC.ti:
r ?^ lablC for polic_dca' �� r�� ��?tltrpL Ac--.- a'•
�u= b-= ci __?cons / Sco=�zt Pc..ds :�_ T otal 514,941 Cubic =__: (c')
,vo. ol::rti„ cls
sL' _ccc drains eresencon far::.: ITS cc a(gieTsz circle one)
If , a--- subsurface dr±irs arese.^.c in tae =a of the LAGOON cr, SPRAY FIELD (pit:s.._ `.: anei
---------w.aaa. - .. ....A-----a.-----a+...........
Owner / tiianager Agreement
I that all mhe above information is ccc:ect wd w-iil be ugc:ate i uron c.harjzin.*. I (,w.- urd-rsca:.d the oOC-acion
=c: :ntdnance grocer,{ur~s :s,±elisbz•! in the approvt:d animal write c«*ta^emenc plan :ter 4�ztraded above and
these prec=lures. I (we) that any expansion to t±e emsuna design capacity of Lae waste treatniCrtc acid
sccro2: s - seer t or consruct:an or r..:v fai ii-sties will require a re .v ez:uiicadun w 'et salctica-{ to the Division ur
a :: iror.m-ntsl Manaa=cat bc:ore the nc%v animaia are stocked- I (we) unden=id tEet a,,zc bt no diicha.r?e ac
- 1 %w ;ce from t e scoraue or acuiicatiun syscenn to surface of the stsc_ .:_:e: d:-e=17 through a man -trade
ecnve,-a;.ec or From a storam-d-c'n.t less severe than the 25-yea_r. 2 —,hour storM =id theme -.mac hat to run-off Irori cite
ag�Uc_ c n cc animai waste_ I (wv underst. nd tLat tern -off of pollutants frum icune;- ar.t ? env; us: am--s trust be
r::i ;r i4e urine tecSttiC:.l s=dWtds deveWced by chd `YacuraJ Resc+_ces Consen-adL)n-whir-. Tlie approved plan will be
t:red at =-d f=.,m and at the oiisc_ of tb: local Suii and Wacer Corsezr.adon District I (eve) :-.eyr t:�ac zv au7tliC.t=for
r. ust ce aunreved by a cechticzi st'ec:alist and submitted to L�n a Soil and Water Ccn .� drier District prior to
i^.cie-_-r con. A cnanse in land owacr'sttip requi=s wriuen not;= cation to DENC or a ay.v unis:c ,don (if the approved
P1-�;Switbia66days ofacidetra<tsfer.
`a::te of Land Owner:
�igr;�_firz:
~:.fife of `io ;er(it d:c
Si_rracure:
:,t from, Owner):
Dace- ! ! / q '1
Daces•

Technical Specialist Certification
technical specialisc designated by the Xorth Carolina Soil anti Water Cuasen-ation Coma Sian pursuant to 1;
L CAC EF .0005. I cerrifv Li.Ic the animal waste mana_etnent S stdrrt for the farm named above has an animal waste
manage_ cnc plan that faces Or esce::ds standards and specifications of the Division of Emi onaidat:i �Iana�erttz It
(D=VI) as scecified in 15A ivCAC 2"0217 and the USDA-.tatur--1 Resourc.s Conser.-aaon Senic= (MRCS) aadltsr the
Noah Ca_rcima. Soil and Watt: Consecration Commission pursuant to 15A \CCAC 2KO217 and I]A Kz,%C 6i= .000i-
.0005. T hz: foilowing e!emezts are included in the plan as applicable_ While each catesorr, desienates a technical specialist
who M v sign each eertiticadon (SD. Si. NVUF, RC. I), the technical. specialist should only C--- FV paru for which they are
technic—,' -Tv comuetent.
II. Certification of Design
{) Collection. Storage. Treatment Svstem
Check rhe appropriate box
! "XiSCinL7 Facility Mtht}ur retrofit (SD or NVU.-P)
Scora?e volume is ade_uace for operation capacity; storaae capability consistent with nett utillzadun
rutIULMatens.IA CAR
`�tti►st ar,�r�i
".. `--w. e.'Cr)andedl or ref"primed Eaciliry (SD) `p�`' 1/wk
'���
--lima l waste scor_se Lad trr=t-tenE structures. such ss but not Iimited to collection sates ii$
eve been d-,sisn-,d to cxrc or e..Tcee1 the minimum star tt: its anti Soecirleations_ = a -
t 1498
Name of Technical Specialist (Please Print):
rk Date Wor'tiCt?t'�i�t'.` irn z
-- Dz= O& I -1
B) Lame Dolication Site (�ti iP)
t -e p{art provides Fcr minw��� separations (buffet's): adecuate amount of land. for ti�ast_ sill z, a; chosea crop is
su=_ale for waste m=. ze:n:=c: hydraulic and nutrie .c loading rates.
Marne of Technical Specialist (PEese Print): r ' e5Ver
A fHi?r_ Orl MLLcpNL\—, Date Wor Compleaf• 10-il--4L
si%,:,are: C) RunorI Controls; r(
Chet: rhe/approprfare box
'� Fac7Iiry wici7Uut este-ior lots (SD or i,VUP or RC)
i uizi facility dons not con"-i.•i anv a :tenor Lots.
1`�Ciliw with ezrer+or lots (RC)
t z'.:-s is to minintiz- the run off of pollutants from loung:ng and heavy use arts hat, be:1 desi,t:viin
accordance with tec:.nical s;aniird.s devc!oped by NRCS_
:`lame of 'Technical Specialist (Neale Print): 'e !-e_rbef_l
A�
Add.cess
5i�L-naC !-e
A'-C .. .k
aoleCwd: iQ -Z3 -e,
ne N 0.: ZS5 - Zt t r

D).: nolication and HandlinREauioment
Check the ac.c opriare bar
U axiccity nr C an Lino fo •ility with exittinry tv;i.S' -Inclicarinn eguiymm (WL;? or 1)
Animal waste application equipmcnc seczicicd in the plan has been either tic!d aibrat_d or evaluated in
accordance with zxis:in; design charts and tables and is able to apply wst_ :s n_cessarr to accommodate the
waste management plan: (e tstin; application equipment can cover the area r ;.ii.:! by the plan at races not to
exc_ed either the see. -tied hydraulic or nument loading rates. a schedule for r^ninz of applications has been
est: b€ished: required butlers caa be maintained and calibration and adjustment ?l_i {t_'.nce ere contained as part of
the plan).
Zi `ew. esstnded. or-�:kzina, f;ncilitx without t t�tie:ina hair: aunlication Cgt]inm!+,it for TrjV Fr€Q'it€on. m
Animal wasc,- app(ir._t on equipment speciticd in the plan has bC_n designed w a,ply waste as necessary to
accommodate the waste management plan: (proposed application equipment c_a cote: the area required by the
plan ac rates not to a,=d zither the specified hydr-aulic or nutrient loading ices; a schedule for tinting of
applications has becz esr_blished: required butlers cyn be maintained. calibration zad adjustment guidance are
contained as panof the plan).
,.: `e :v. e-mended nr tzistitiQ fncilicr svit ur tri5ring Ste 3v lit,, tfnn equinne.^.t .-i)r liad s msdinr not 11sin.,
Anintal waste appii=don acuictnenc specified in t11e pl. n has been sel:=.•_' to acoly uzce as necessary to
accomntodaw: the w2ste management plan. (proposed application equipment can core: the area required by the
plan at races not to e=!td zither the specified hydrattlie or nutrient lU2diG7 motes: a ache••+tsde for [swing or
application bas beta escablis,hcd; required butFerscan be maintained: cadibrsdun a:d adjusmen( guidartee are
Contained as pan of =e plat:).
Norte of Technical 5pec;aiisZ {P[ese P:in0: \41 1 1.
?sin___..:0r, j, DaEe Wor,- C?:"141.:1'7 dd-2:1 3
-AdC= eSs (Agency-'- - '. �o-: Z.SL-1-Zt L L
E) Od
oncroi
fanase-nenr and
S I ! WT P. IRC or n
waste m naz4w_-c .Ian for this facility includes a Waste -lanag=z::c Cdcr Control Che':i-list. an insect
Controt Cue. Hsi. a `€cr=die: M, =asn!me^.t Checklist and a.n E::lergencv Ac::cn ?'.- Socr:.s of both odors and
.::secs have bet^ -it mscec: to dhis site and Be_t: `-Ianagemeat ? _c_c_s Cj Miniciiz. Odors and Best
t`.tiraQeme.^.c P sc ices :a Cort-ol Insects have be_n se!e=t:d -^d included in t ctan_°_me^t clan. Both the
N Ie: iicv tilanasemez, : ! . end the 'Emergency Action P'= are eomple•� and cam.. :� ?€ate _nc. { by this facilir:.
itiarr.t of Technical 5peci:dist {?[ease aPQ) � u - O -Z -c'i-1
1 Date `�>?r:: Ct.t�:al����f• 1 3
:�ijCreSs (rg7odce
'� Q7CF) ZVr.t i}rof : °e%v or Exoandinz 5«-ine Farm
The folla%v signature b nk- is only to be used for new or expanding s%vine furrru : at egin construction utter June
21, I996- L tine fac., it, built before June 3I. I9y6, w;sen �v� it eonitrucre$ or I_;t
esp=nded 9 0
I (r:e) iliac I (%ve; to contact by certified mail arl adjoining proceny ov-•e=s and z l pmperty owners
-bo C . Yroec:cv located ac-oss a public mad. sc=cc. or higb%vav Enom this new or :cw-pia; suirC Izrm. The notice %- s
in Ccr; p-i;=ce with the recui.._.~e :u of vCGS 106-305. A copy�ot the aodce and a list of 1_e crt e ;r o�,:at- aodfied is
actac::..•d. .
Name of Land Owner:
Signer Cure: Data:
i`i awe of :tilanager (if dii e:e tt from owner):
Si -nature: --- Date:
A«'C -- AU_usL 1. 19'), 3

III. Certification of Installation
A) Collection. Storage. Treatment Installation
'New. e-CoanLed or recro(tued facility ility (SI)
Animal %vaste Vamp and treatment suuetums. suca as but not limited to lagucns ;rd corals. have been inst�[lec
in accordant_ with t o approved glass to meet or exceed the minimum stznd, •ds i:d
For e,isdng facilities without rerrofis, no certification fs�re ESS�p
QYr ry
Si=.a11. -
tiame of Technical Specialist (Please Print): � 1 #9a5
(� a
i-IlIIiadon \� �%,C 0\, 4, �Dace Work Cor`' ok,
Address ( -encv • . '> 7 tt.� Pi}one'?xp►_1' l
Si!znac tre: 4, Dau-
B) Land A oalication Site (iNZ,T)
Cheer riree cpproariare &ox
Tile cropoiu sysceta is in Place on `I land as spet�ied in Ehe management plan.
,.! Conditional Approval: all require land as scec:rsed in the plan is de-, :•_' .- the mppinz SYSEC ::
as specified in to waste L'rdlizadon olan hs nct been es-.ablished and tce c_,-nsicced to establish [l z
ve7ctation as spe. t'-td- in the plan by ,he prpccsed cover czoo is
a=pracnate :ar c=rn;Ea.1ce .Vith the w2.;teudiiz3c cn plan -
Also cited l: is box if appropriate
it the c.vopinq sfsce= as specit.ed in Lte pian can not be esmb€is;ied en --v7dy within 30 da rs
of this the owner has Committed to esta bliss an int.^r.. c `4r e..sicn tonzoi:
N a�_e of Technical Specialist (?
:. n M.
Add. r ess
5 i an
This folio ing si
abov h been (
Pr nc): o... ,
_^Date Work.
ZS'-' -ZI L(
ature bloc~ is only to be used when the box for cordirional approval in III. B
I (--e) c_: `i-v Lbat I (eve) have eJmmicted to est. 'CU5ll ihd croonin+r SV Si--RZ as Specified in « tour) nasie utilizadon plan.
anal if appr:spriate to establish. We into irti crap tar erosion control. :rid .will Submit w D'c:�l : ve:src:idon of comoietion
f:Jm d t e-chnicai Scecia.lisc within U calendar ' j vs foilowins t.".e crate socciriccl in the c rd'_ iota ? to �iii�tion. I (we)
r-aliz= tb+ c failure to st:bmit tt- js vt::rScation is a viulacion of LLC «Masse marta�,.calenc pl~n --L will subject fine (us) to an
er.:vrce=ert action frost DEM.
tiame of Land Owner:
Signatu. e:, _ _ D_:e:
`arse of ,"Vianager (if diffare-c frorn owner):
Signature:
Date:
.-aI-VC �uzust t. 199

C) Runaff-Controls rrnrn Exterior hots (RC)
FaCiIitv %virh exterior lcx5
Li��!tcids t�� nisn'smiz= der. ran off of pollutant., trust loun�in� and hza�•y use n.-�r; ha.c 5e=a lra�Ie � � specii�ed
in n`ie olan.
For fcciii ies widhorit exterior lots, no eerrffrcation is rrecessar,.
Name of Technical Specialist (Please Print:):
AFtiliadon Date Work Coa1ol0.'ai:
Address ( Agency): Phone \o.
S i matt *r--: Dare:
D) Application and Handling Ecuiornent Installation (WL`P or I)
Check tfre�c priare block
Animal waste acplication and handling equipment specified in the plan is on site and ready for use:
calibration and a~•'Juscatac materials have been pm -ides+ to [tie owners and are cone; ned as part of the plan.
�! animal waste apoilczdon and handling equipment spat- ficd in the plan ha, ant lic_a in.=Bcd but the owner
has proposed leasing or third party application and has provided a sipRr! II equipment specified in
the contract acrt_s avidi tat requirement; of the plan- required buffers can I,-- c :at_ined: calibration and
adjustment g'_:4 :".c! l: vc been provided to the owners and are container{ as p LI pi_ i-
' Conditional approval: Animal waste application and handling equi r._rt 5_ec:ti.•{ in the plan has
been pureed anti Lvill be on site and imzo-r[ed by (a c LtNay:.ea.r); EI is adequate
storage to hold she »•zee until. the equipment is insLa-i[ed and und! tye w-cte r_= be lard applied in
accord nC_ :/i'_ :. .:v'vcing swsiam c'on==,ned in Lhe _*Jinn: and calibmtEca ==.'.i=_?us=:.:it guidanc: have
been provide-i to ovrzr, and are contained as ? o=_' dhe plan.
Lazne of Technical Specialist (Pie_sa zinc):
kfnHat on t �o-�u.� Date Wore Cep: ,:erW_ 10 -13, -5-1 --
Address (:=..aencv Pl oae No.:
///i//I :z
T'tae folIoI-�-i�' signat re b[or'. is oni_v to be used when the box for conditional ao_aroval in III D
above I-, Zen the -ed.
I (we) c_:,z_•f Uhat I { c) have c.— .king. to pure ia5e the anin, 21 write apaiic:dcri ird- h idl;ns e'.3ulornZnt as
1 '
static pet'.in`MY (Our) Nvasze mozagnme:tt oriel and will subai t to DELI a wen ic_ticn of d::ive_rV ar.d in5tallaClon
from s T ec=ricaf Spe-_'wise witt,-;s 15 cale^dar days ioilo%wig the date speeitizdcrrd:t:enai c.:�iticatioa. I
(We) re=iize utittt failure to submit utis ve:itic:ition is a violanor. of the waste manaUemert ciaj and cvilI subject me
(us) to = e n crcement actior, m DENL
Larne of Land Owner:
Signature: Dare:
Lame of tiianager (if dine=ic from owner):
Sign: Lure: Date:
E) Odor Co trot. Insect Control and Mortality ",Tanage-nenr (SD. ST. VY-L`P. RC or I)
Co control edo z a^d irsecis as specified ir, the PIan have been irsc-,11 ',_ a::d are oee:-.:rional. The
m0r-, Lief :xzzagenie:lt s:stem as s-ce-cified in the Plan has a?so betri iii_sWled and is oce :r onai.
arne of T erhnicnl Specialist (Please Print)'CIA
Date Wor! Cor:c[z:ed:
ss (.=1a' Ph0n= `o.: Zq�-Zt � 1
Siv:�ut•_ Dat�•��ff �T-�
.-l«'C -- -mac-•ems t. 111 a

Please return the completed form to the Division of Water Quality at the folloning address:
Department of Environment, Health, and Natural Resources
Division Of Water Quality
Water Quality Section, Compliance Group
P.O. Box 39535
Raleigh, YC 37626-0535
Please also remember to submit a copy of this form along with the complete Animal Waste
Management Plan to the local Soil and Water Conservation District Office and to keep a copy
in your flies with your Animal Waste Management Plan.
W C -- A ugwt 1. 1997 6

LAGOON CLOSURE PLAN
SMCTH/ALDERNLAN FARM
DUPLIN COUNTY
The Smith/Alderman Farm is a 17,136 hd. finishing farm owned by Quarter M
Farms. It is located on SR1128 between Delway and Harrells, NC. The lagoons on this
farm were recently retrofitted and the existing lagoons abandoned due to lack of storage
volume. All of the existing lagoons will require some degree of sludge removal before
they can be properly closed out.
The existing lagoons were pumped down to the sludge level to pre -charge the new
lagoons and all inlets for rainwater were closed. This gives each of the existing lagoons
in excess of 365 days storage. The plan is to close these old lagoons during 1998.
Specific crop fields for sludge application have been identified and the closure will
proceed as they become available. All NRCS recomendations regarding lagoon closures
will be followed and DEM will be notified when the closure process begins.

. ......... .
..producer: 5m,- v, 'F .r r , - -/ * %A r V% Far.
Lo cation: Sid 1 \ D ��•.� �� • -� Ca �- +-.
Telephone: (91b)53 �--IG 1 (o
- -- Type- eration:= _-
Number of Animals: 1�1,13� (I'i 4•scsQ taa�{ ��r>
(Design Capacity)
The waste from your animal facility must be land applied at a specified rate to prevent
pollution of surface and/or groundwater. The plant nutrients in the animal waste should
be used to reduce the amount of commercial fertilizer required for the crops in the fields
where the waste is to be applied. This waste utilization plan uses nitrogen as the limiting
nutrient. Waste should be analyzed before each application cycle. Annual soil tests are
strongly encouraged so that all plant_nutrients can be balanced for realistic yields of the
crop to be grown.
Several factors are important in implementing your waste utilization plan in order to
maximize the fertilizrer value of the waste and to :ensure that -it is applied ia:an - - - - -:
environmentally safe manner. Always apply waste based on the needs of the crop to be -
grown and the nutrient content of the waste. Do not apply more nitrogen than the crop
can utilize. Soil types are important as they have different infiltration rates, leaching
potentials, cation exchange capacities, and available water holding capacities.. Normally
waste shall not be applied to land eroding at greater than 5 tons per acre per year. With
sp ecial precautions, waste may be applied to land eroding at up to 10 tons per acre per
year. Do not apply waste on saturated soils, when it is raining, or when the surface is
frozen. Either of these conditions may result in runoff to surface waters which is not
Wind
allowed under DEM regulations. -- conditions should also be considered to avoid -drift and downwind odor problems. To mammize the value ofnutrients for crop production
and to reduce -the -potential for pollution; the. waste should be applied to a growing crop or
applied to bare ground not more than 30 days prior to planting. injecting the waste or
disking will conserve nutrients and reduce odor problems.
The estimated acres needed to apply the animal waste is based on typical nutrient content
for this type of facility. Acreage requirements should be based on the waste analysis
omyour waste mansge-menffacdity.--Attached.youWId- — ormatran on -- -- -
proper sampling techniques, preparation, and transfer of waste samples to the lab for
analysis-
This waste utilization plan, if carried out, meets the requirements for compliance with 15A
NCAC 2RO217 adopted by the Environmental Management Commission..
1

--= Amount of Waste Produced Per Year(gallons, . t3 . tons etc.
-for+ - - -
- _ -..... [1, animals X� wastplanimal/year =3 � waste/year.
_Amount .of Plant Ava�abld Nrtrogez� (PAN} Produced Per Year
__-- - 1.1aiumals Xa.3l_bs PAN/animaUyear-=3q3 �ilabs: PAN/year: {PAN_fromN-G :Tech=_ - -
- Guide Std. 633) - x 0,10
Applying the above amount ofwastd is a big job.: You should plan time and have
appropriate equipment to. apply the waste in a timely manner.
The following acreage will. be needed for waste application based on the crop to be grown
and surface application:
Table 1: ACRES OWNED BY PRODUCER
Tract -_-_Field _ . Soil W_Crop Lbs. N Aores - Lbs. N Month of -
- No_ Tvoe Per Ad:
®®
VVE- .
HMM-
®MMM
a. .. _ ... - .
•. .1
EMIMMMEM.
I
Is
Total. _ ._ ! 0 -f 31 4 O
* This N is from animal waste only. If nutrients from other sources such as commercial
_ _ _ fertilizer acre applied, they must be accounted for. N must be based on realistic ield
cmectation.
NOTE: The applicator is cautioned that P and K may be over applied while.meetYng the N
requirements. Beginning in 1996 the Coastal Zone Management Act will require farmers in
some eastern counties ofNorth Carolina to have a nutrient management plan that addresses
allnutrient& This plan onty addresses Nitrogen.
NJ

Table 2: ACRES WITH AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent landowner must be attached)
_(Required only if operator -does not own
.-adequat d [see Required Specifi on 21)
=Tract Field Soil Crop - - Lbs_ N -Acres ibs.'N Month of
# No. Type Per Ac. * Utilized A lication
* See footnote for Table 1_
Totals from above Tables
Acres Lbs. N
Utilized
- -- _.Table 1 10-1 - 31 9 0-5-------
Table 2
- -- Total 101 3 l a o 5
Amount of N Produced S1,530
Surplus or a crt
NOTE. The Waste Utilization -Plan must contain provisions for periodic land
application of sludge at agronomic rates. The sludge will be nutrient rich and will
require precautionary measures to prevent over application of nutrients or other
elemMis.
3

See attached map showing the fields to be used for the utilization of waste water.
-- _ -- - - - _ -.Application of Waste by Irrigation
- No. _ - .
=. = _ :_._ -Rate - = -Amount
_Mti555 - -
(Ora a
T3
a
�!o A
A�;B
a
�7�
Fez r_ue
0. qC)
Inc
n KFj
3efML.d4
Q. SO
I .
= TABLE IS NOT ICED IF WASIE IS NOT BEING APPLIED BY IRRIGATION, HOWEVER A SM AR TABLE WILL
BE NEEDED FOR DRY MTER OR SLURRY.
_ - � � Ydi& facility is designed forLqLdays-o£temporary storage and the temporary:storage__
must be removed on the average of once every -MONTHS. In no instance should
the volume of waste being stored in your structure exceed Elevation wpe rJ s' d- agVoo/`
- Call the local Natural Resources Conservation Service (formerly Soil.Conservation
Service) or Sod and Water Conservation"District office after you receive the waste
the amount per acre to apply and the proper analysis report for assistance is determining
application rate prior to applying the waste.

vv IP
,w
...�_ ww�
REQUIRED SPECIFICATIONS
1. Animal waste shall not reach surface waters of the state by runoff drift, manmade -
=conveyances; direct application, or direct discharge during operation -or land -
application. Any discharge of waste which reaches smface.water is prohibited. Illegal
are::subject•tatlieassessirient_ofciiflpenalties-of$19-000pez;dayby.the
= Division of Environmental Management for every day the discharge continues. - _- --- _-_
2. The Field Office 'must have documentation in the design folder that the producer either
owns or has long term access to adequate land on which to properly apply the waste. -- If the producer does not own adequate land to properly dispose of waste, -he shall
provide MRCS with a copy of a written agreement (sample enclosed) with a landowner
who is within a reasonable proximity, allowing him/her the use of the land for waste
application for the life expectancy of the production facility. It is the respbusi'bility of
the owner of the facility to secure an update of the Waste Utilization Plan when there
is a change in the operation, increase in the number of animals, method of utilization--- - =
or available land. - --
0
Animal waste shall be applied to meet, but not exceed, the Nitrogen needs for realistic
--crop-yields based on -soil type; available -moisture historical -data, --climate -conditions
and level of management, unless there are regulations that restrict the rate of
application for'othefilutrients. - _
Animal waste may be applied to land that has a Resource Management System (RMS)
or an Alternative Conservation System (ACS). If an ACS is used the soil loss shall be no greater than 10 tons per acre per year and appropriate filter strips will be used
where runoff leaves the field. These filter strips will be in addition to "Buffers"
required by DEM..[See FOTG Standard 393 - Filter Strips and Standard 390 --
(Interim) - Riparian Forest Buffers]-__ --- - — --
-- 5. Odors can be reduced by injecting the waste -or disking after waste application_- Waste -
should not not be applied when the wind is blowing.
- - 6. When animal waste is to be applied on acres subject to flooding, -it will be soil
incorporated on conventionally tilled cropland. When applied to conservation tilled
crops or grassland, the waste may be broadcast provided the application does not
-------occurduring-a7season-prone to'flooding-(See-'weather-and-Climate-in North ---
Carolina" in the Technical Reference - Environment file for guidance.)

J rf:- : vk mew „w
REQUIRED SPECIFICATIONS
- (cantinuec
_ 7. Liquid waste shall be applied at rates not to exceed the soil infiltration rate such that
- - -=-=- --= - �moff :does _not occur offsite or to surface_waters and in -a -method which does not------ —=---
cause driftfromthe site during application No pondin shaufd occur in order to = --
control conditions conducive to odor or flies and provide uniformity of application..
- 8. Animal waste shall not be applied to saturated soils, during rainfall events, or when
the surface is frozen.
9. Animal waste shall be applied on actively growing crops in such a manner that no
more than 20 to 25 percent of the leaf area is covered_
10. Waste nutrients shall not be applied in fall or winter for spring planted crops on soils
with a high potential for leaching. Waste nutrient loading rates on these soils should.
be held to a min;mirn and a suitable winter cover crop planted to take up released
nutrients. Waste shall not be applied more than 30 days prior to planting of the crop -
on bare soil
11. Animal waste shall not be applied closer than 25 feet to suffice water. This.distanee-
may be reduced for waters that are not perennial provided adequate vegetative filter :.
strips are present. (See Standard 393 = Filter Strips)
12. Animal waste shall not be applied closer than 100 feet to wefts:
13. Animal waste shall not be applied closer than 200 feet of dwellings other than those _ _ -
owned by the landowner.-____--
- - -14. Waste shallbe applied in a manner -not to reach other property -and public right -of- - _-
ways.
- 15. Animal waste shall not be discharged into surface waters,-drainageways or wetlands by
a discharge or by over -spraying. Animal waste may be applied to prior converted
wetlands provided they have been approved as a land application site by a "technical
--- specialist-. Animal waste -should not -be applied -on -grassed water -ways -that -discharge - -
directly into water courses, and only then at agronomic rates provided the application
causes no runoff or drift from the site.
6

M nU:: " 11
REQUIRED SPECIFICATIONS
(continued)
Domestic, and industrial waste from washdown facilities, showers, toilets; sinks, etc., -
-=-=shall notlie discci�arged.into"the animal waste- man agement system
17. Lagoons and other uncovered waste containment structures must maintain a maximum -
operating level to provide adequate storage for a 25-year, 24-hoar storm event in
addition to the one (1) toot mandatory freeboard -
18. A protective cover of appropriate vegetation will be established on all disturbed areas
(lagoon embankments, berms, pipe runs, etc.). If needed, special vegetation shall be
- - - provided -for these areas and shall be fenced, as necessary, to protect the vegetation.
Vegetation such as trees, shrubs, and other woody species, etc. are limited to areas
where considered appropriate. Lagoon areas"should be kept mowed and accessible.
Lagoon berms and structures should be inspected regularly for evidence .of erosion,
leakage, or discharge.
_ 19.-If anal production at-th— facility is to 'be suspended- or:termivated= the -owner is— _-
responsiible for obtaining and implementing a "closure plan" which wdl eliminate the . .
possibility of an illegal discharge, pollution and erosion.
- - 20.. Waste handlin 'structures piping, s reels etc. should be inspected on a
g , P P g, pumps, sP regular
basis to prevent breakdowns, leaks, and spills. A regular maintenance checklist should
be kept on site."
7

w... :.
n....:.}..ri.
— -- WASTE UTILIZATION PLAN AGREEMENT
- Narne ofFarm:
er/Manager�4greement=--
I (we) understand and will follow and_implement the specification and the operation and
maintenance procedures established in the approved animal waste utilization plan for the
farm named above. I (we) know that 'any expansion to. the existing design capacity of the -
waste treatment and storage system or construction of new facilities will :require a new
certification to' be submitted to the Division of Environment Management (DEM) before
' the new animals are stocked. I (we) also understand that there must be no discharge of
- - - " animal waste from this system to surface wasters of the state from a storm event less
severe than the 25-year, 24hour storm. The approved plan will be filed on -site at the
farm office and at the office of the local Soil and Water"Conservation District_ and will be
available for review by DEM upon request.
:Ov 1ner.—/V i.Cf cG�1�nl -- AiY^r� 7
' --- --� --- ---- -- - -Name of Fa �------- -- - -- .. _..._- -- -- --
(Please print} '
Signature: Date:
- Name of Manager(g different from owner): —.
Signature: Date:
_ -- _-_'-- -Name of Technical Specialist: (Please print) Kra
-- - = -- -- Affiliation:.L4a w, `, lour.-n
Address (Agency):
Signata,
8

p

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 after 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 collectino 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 cations 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 coilected 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 bot;-i
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.
'Reprinreo' for Gems ic.7 on Training for Operarions of Animal Waste Management Sys£ems Manual

OPERATION & NAiNMNANCE PLAN
Proper lagoon liquid managernent should be a year-round pricriry_ It is especially
important to rrarage levels so that you do not have problems during extended rainy and
wet periods.
Maximum storage capacity should be available in the lagoon for periods when the
:receiving crop is dormant (such as wintertime for bermuda��rass) or when there are
extended rainy spells such as the thunderstorm season in the summertime. This means
_that at the first signs of plant growth in the later winterlearly spring, irrigation a=rdina to
a farm waste management plan should be done whenever the land is dry enough to
receive lagoon liquid. This will make storage space available in the lagoon for future wet
periods. in the late summer/early fall the lagoon should be pumped down to the low
marker (see Figure 2-1) to allow for winter storage. Every effort should be made to
n=inrain the lagoon close to the minimum liquid level as -long as the weather and waste
utilization plan will allow it.
Waiting until the lagoon has reached its maximum storage canaciry before starting to
irrigate does not leave room for storing excess water during extended wet periods. _
Overflow from the Iagoon for any reason except a 25-year, 24-hour storm is a violation of
state law and subject to penalty acdon.
The routine rnaimmnance of a lagoon Lrivolves the following:
-tenance o a vese:a_ve cover for the dam.
Fescue or common her zudasrass z_--� the most common vegetative
covers. The vegetation should be fey Bred each year, if needed, to
mamtaln a vigorous sand. The amount of fersiizsr applied should be
based on a soil test, but in the event that it is not aracdcal to obtain
a soils test each year., the lagoon enbankrnent and surrounding areas
s:lould be fe.-tilize3 wjth, 800 pounds per acre of 10-10-10, or
uivalent.
3rush and trees on the embankment must be controlled. This may be
done by rowing, spraying, grazing, chopping, or a combination of
these practices. This should be done at least once a year and
possibly twice in years tiat weather conditions are favorable for
heavy vegetative growth.
NOTE: If veg=don is controlled by spraying, the herbicide must not be allowed to enter
the lagoon water. Such chemicals could harm the bacteria in the lagoon that are t=tiag
the waste.
Maintenance inspections of the entire lagoon should be made during the initial filling of
the lagoon and at Ieast monthly and after major rainfall and storm events. Items to be
checked should include, as a minimum, the following:
Waste Inlet Pines, Recycling Pipes, and Overflow Pipers look for.
1- �paration of joints
2. cracks or breaks
=. accumulation of salts or minerals
e • ove.-aU condition of pines

La -'
surface —loot for:
I. undesirable vegetative growth
2. floating or lodged debris
Embankment --look for:
I. settlement, cracidng, or "jug" holes
2. side slope stability —slumps or bulCR
ges
3. wet or damp areas on the back slope
4. erasion due to lack of vegemtion or as a result of wave action
5. rodent damage -
Larger Iagoons may be subject to liner damage due to wave action caused by strong
winds. These waves can erode the lagoon sidewalis, thereby weakening the lagoon dam.
A good stand of vegetation will reduce the potential damage caused by wave action. If
wave action causes serious damage to a lagoon sidewall, bafrles in the Jag may be
used to reduce the wave impacts.
Any of these features could Iead to erosion and weakening of the dam: If your lagoon has
any of these features, you should caL an appropriate expert familiar with design and
construction of waste lagoons. You may nerd to provide a tr:troarary -fix if there is a threat
of a waste disc:=arge. However, a permanent solution should be reviewed by the
technical e. pe. .any digging into a lagoon dam with heavy equipment is a serious
under ng wjdi potentially serious consequences and should not be conducted unless
reconmezdw ay an appropriate ezpe: .
Tr�-�sfer Pumps ----Check for _prober o_oe-zLion of:
i . recycling pumps
2. irrigation pumps
Check for leaks, Ioose fittings, a: -id ovanll pump ope.—.rion. An unusually loud or grinding
noise, or a lar-e an, ount of vibration, may indica= that the pulp is in need or repair or
realacemen-
NOTE: PumpLng systems should be inspected and operated frequently enough so that you.
are not corplete:y "surprised" by equipment failure. You shoufd pR..=�iorm your•pumping
system nizLzi=ance. at a time when your Iagoon is at its low level. This will allow some
safety time should major repairs be require . Having a nearly full lagoon is not. the time
to think about switctzing, repairing , or borrowing pumps. Probably, if your lagoon is full,
your neighbor's lagoon is full also. You should consider maintaining an inventory of spare
parts or pumps.
Surface water diversion features are designed to cx.sy all surface
dmn:mage waters (such as rainfall runoff, roof d.-zinage, gutter outlets,
and parking lot runoff) away from your lagoon and other waste
treatment or storage structures. The only water that should be
coning from your lagoon is that which comes from your flushing
(Kzsnin;) system pl= and the rainfall that hits the lagoon directly.
You shouldinspe:.t your diversion systern for the following:
J. adecuate vegetation
2. diversion capacity
3. ridge berm height

Id=tiued problems should be corrected promptly. It is advisable to inspect your sy==
during or imnatc lately following a heavy rain. If =e Inic al assistance is needed to
derrrrrne proper solutions, consult with appropriate expel-ts_
You should r=ord the Ievel of the Lagoon just prior to why ram is predicted, and tizen
zec-oni the level again 4 to 6 hours amr the rain (assumes there is no pumping). This WM
give you an idea of how much your lagoon level will rise with a cenain rainfall amount
(you must also be recording your rainfall for this to work). Knowing this should help in
piaurting irrigation applications and storage. If your lagoon rises excessively, you may
have an infow problem from a surer^: water diversion or the:-e may be seepage into the
boon from the surrounding Iand.
Lagoon Operation
Startup:
i_ Immediately after consr uction esmbrlish a calrple*te sod cover on bare soR
surfaces to avoid erosion.
2. Fill new lagoon desi--n treatment volume at least half full of water before
waste loading beghs, tang care not to erode jTTTin- or barik slopes.
3. DrainniDes into the Moon should have a fleX.-ible vine extender on the
end of the pipe to dischlarge near the bottom of the lagoon during L-dti2l
fddna or another means of slowing the incoming water to avoid -asion of
the iininE
4. When possible, begin loading new lagoons in the wring to marTrrsv��
bacterial esmblishm= (due to wanner weathw).
5. it is r=mme.,ide that a new lagoon be seed with sludge from a healthy
woe -lg swme lagoon in the amount of 0.25 De_:.4nt of the full. lagoon
liquid volume. This s�ino- should oc :our -a l=st two were prior to t
add-, don of wasL xar-.
6_ 'Lvfe--i,-ltain a Der.D&c c..ek on the Iagoon liquid oH_ If the pH ells below
7.0, add agiicultural line at the rase of 1 pound per 1000 cubic fe- of
lagoon liquid volume until the pH rise ; above 7.0. Optimum lagoon liquid
pH is between 7.5 and 8.0.
7. A darn color, lack of bubbling, and ez�s csive odor signals inad +� biological activity. Consultation with a t--hrdc al serialist is recommended
if these conditions o=ur for prolonged periods, spe ;ally dur-:,-ig the vrarm
season.
Loading
The more frequently and regularly L%at wastewater is added to a Iagoon, the betL-- the
Iagoon will function" Flush systems that wash waste into the boon several times daily az--
optimum for Lz==llent_ Pit recharge sy=1r1s, in which one or more buildings are drzine3
and reaharged ea::l clay, also work we -I.

P:acdce water conservasion—minimize buzlding water usage and
saill,e from I 1dng wa=rers, broken pipes and Nv shdown d=ugh
proper mainteaarce and water conservanon-
Minimize Feed wastage and sniliage by kmepi.ng feed--s adjusted. This
will reduce the amount of solids entering the Iz;oon
Mauagemeat
Maintain lagoon liquid level between the permanent storage level and
the full temporary storage level.
Place visible mar�-s or stakes on the lagoon bank to snow the
minimum liquid level and the maximum liquid. lever (Fib 2-I).
Start irigating at the earliest possible date in the wring based on
nut:imt reauiremezts and soil moisture so that "temporary storage
will be maximizes for the summer thund==rm season. Similarly,
irrigate in the Iate summer/early fail to provide mziHmutes lagoon
sm:aze for the winter.
7- he lagoon liquid love: sizou-7d river be close: than 1 foot to the lots-
Doint of the dam o.- embanikm, ent.
Do not our:D the boon licuid level, lower u:at the Deinanent stor—Ee
lever ura= you a:-- e-zovizg sludge.
Local float pump intakes approximately 18 inch e:s unde—meath the lia 7aid
sL• •• — and as i�c zw,--v from the drain -Dive i iie:s as Dossible. _
Pr --vent additions or bedding ma=ria $, Ion s-ste:'Ti...umed forage orvegn..-adon,
=mldP..d feed, plasdc s;ges, or other foreign r:r='a.;,ic into thedagoon.
F r~:uentlyremove solids from catch basins a- end of tonne rent noes
wli"v�ei Crj—
they are inSm'-ded.
Maintain s-ict vegeation, rodent, and varmint control near Iagoon.
Do not allow tr= or large bushes to grow on lagoon dam or embaala=t
Remove sludge from the lagoon either when the sludge storage capactyis
nail or before it f s 50 percent of the pc=an ant volume.
.. If animal production is to be terminated, the owner is responsible for
obtaining and implementing a closure plan to elin2�Lzatr the possibility of a.
pollutant discharge.
Sludge Removal:
Raze of lagoon sluege buildup can be reduced by:

proper lagoon sizing,
m--hanical solids s=aradon of flushes waste,
g-ravity sending of flushed waste solids in arr1 appron:iat-cly designed basin, or
minimizing feed was -,age and spillage.
Lagoon sludge that is removed annually rather than stored Ion- term will:
have more nutrients,
have more odor, and
rewire more i-nd to properly use the. nutrie_Zts.
Removal te.^hnicues:
Hire a custom applicator_
N x the sludge and lagoon liquid with a chotroer-aYQitator impeller
Dumb through large -bore sprinkler Irrigation sys: n onto nearov cm -plaid;
and soil incoruo.ate.
Dewater t'7e uper Dart of lagoon by L='-won oiim ne r V cromp--nd or
bra e:c"sZQj mix remaini.'Ig SlLIq'se; Du:`nD into liquid sludge a-DD1I :Q:, !'i2tII
and spread onto croolazd or fazagela d; and 5DL' MC-OIDOraL.
D:r aIer u -_ avre.- ,ci: of lZ_oon by ?=izat_'or, on ro nez.0y cropla e or
IO:a?el2ne; dr., ge SiuG�ce iom lagoon vdtrl c zz=e or stud ba`t; be:M
an =r_a beside iazoon to r the siudp so that licuids c n dim oa=
into lagoon; allow sludge to dewate., haul and spread with manuze
oi.to cropland or forczelaAd; and soil incorpoicre.
Regardless of method. you must have the sludge rtatr:iai analyzed for RaSW
consdrue^ : JUS: as you would your lagoon water. sludge
sludge -, ii contain dire=t
nutrient gad ami values from the liquid. T-he application of the sludge to Welds -zU-be
lini to by tiese nuzients as well as a�nv Drevious waste aupEca dons to that field and cop
reuuz;'�e.mezi+r Wzste auolic ation ra=..:s wifl be disc-u in oedl Ln Chapter 3.
Vaea removing sludge, you must also pay atterifion to the L*'.=e to prevent dame. C C=
attention by the pumDer or drag -fine oD-,-ator will erisure tha1- the lagoon liner remz-=
intact: If you s°_. soil mate,-ial or the synthetic Liner mate.�l be:izg disturbed, you should
stop the acdvity immediately and not resume until you are su:-e tug* the sludge can be
removed without liner injury. If die Liner is damaged it must be r paired as soon as
possible.
Sludge removed from the lagoon has a much hi -her phosphorus and heavy metal content
than. liquid_ _B mouse of this it should probably be anolied to !and with low phosphorus
and meal ieve_s. as indicated by a soil test, and Lhcoroorate d to re uce the chance of
e-osion_ Note Uhar if the sludge is z=lied to fields whirl very high soil-mst phosphor,, it
should be only at rates equal to the crop removal of phosphorus. As with other -
wastes, always haveyour lagoon sludge analyzed for its nu=ent value.
The zzmlic`ion of sludge will increse the amount of odor at the w-as;: application site.
Extra pzm=udon should be used to observe the wind direction and other conditions whic:'t
could ince2se the concern of neighbors.

Possible Causes of Boon Failure
Lagoon fail=Tsult in the uuplaaned discharge of wastewater from the st '=Jr- Types
of failures include les]ae through the bottom or sides, ov=tapping, and breach of the
dam- Assr - proper design and construction, the owner bas the responsibility for
=surfing � safety. Items which may lead to IaEgoon failures include.
Modification of the lagoon structure —an exa=ie is the placement of avipe
in the dam without propel design and construction- (Consultan =Dc=iu
lagoon design before plug =y pTlx�s in clam -)
Lagoon liquid levels high levels -are. a safety risk.
Failure to inspect and maintain the dam_
Excess surface watt- -- flowing into the lagoon.
Linerintegnty--protect from inlerpipe scoffing, damage during sludge
removal, or rupture from lowering lagoon liquid level below grounduster
tile.
NOTE: I lagoon water is allowed to overtop the dam, the moving water -will soon =T e
gullies to form in the dam. Once this damage starts, it can quickly. cause a Ia-- discharge
of was`wu—Y and possible dara f�dure-

EMERGENCY ACTION PLAN'
PHONE NUMBERS
DIVISION OF WATER QUALf T Y (DWQ) 17/0 3'7.5 3 9 5 0
EMERGENCY MANAGEMNE T SERVICES (EMS) 910
SOIL AND WATER CONSERVATION DISTRICT (SWCD) 9/0 �.76. N��
NATURAL RESOURCES CONSERVATION SERVICE (NRCS) (o J/_a o
COOPERA MVE ECTERSION SERVICE (CES) _ .y/0 .79� 2-14/ 3
This plan will be implemented in the event that wastes from: your operation are leaking,
overflowing or running off site. You should not wait until wastes reach surface waters
or leave you property to consider that you have a problem. You should make every
efforr- to ensure that this does not happen. This plan should be posted in an accessible
location for air employees at the facility. The following are some action items you should
take.
7. Stop the release of wastes. Depending on the situation, this may ore may nor be
possible. Suggested responses to some possible problems are listed belwo.
A. Lagoon overflow -possible solutions are:
a. Add soil to berm to increase elevation of dam.
b. Pump wastes to fields at an acceptable rate.
c. Stop all flows to the lagoon immediateiy.
d. Call a pumping contractor.
e. Make sure no sui;ace water is entering lagoon.
B. Runo' from waste apolication ,-"field-actions incfude:
a. Immediately stop waste application.
b. Cream 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. Leakaoe 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 incfude:
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 embankmenrto 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-
bo�zorn as soon as possible.
7'

2. Assess the extent of the spits and note any obvious damages.
a. Did the waste reach any surface waters?
.b. Approximately how much was released and for what duration?
c. Any damage notes, such as employee injury, fish kills, or property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
f. Could a future rain event cause the spill to reac-h surface waters?
g. Are potable water wells in danger (either on or off the property)?
h. How much reached surface waters?
3. Con act appropriate agencies.
a. During normal business hours call your DWQ regional office; Phone - -. After
hours, emergency number: 919-733-3942. Your phone call should include: your
name, facility number, telephone number, the details of the incidentirom item 2
above, the exact location of the facility, the location or direction of movement of
the spill, weather and wind conditions. The corrective measures 'hat -have been
under taken, and the seriousness of the sitution.
b. If spill leaves property or enters surface waters, call local EMS phone number.
c.• Ins; uct EMS to contact local Helath Department.
d. Contact CEs, phone number - , local SWCD office phone number - -, and local
NnCS office for advice/technical assistance phone number - -.
4. If none of the above works call -011 or the Sheriff is Department and explain you
problem, io tilers and ask the person to contact the proper agencies for you.
5. Conrac-: the contractor of your choice to begin repair or problem to ninimize off -
site dam„ace.
` f
a. ConL,actors Name: .� -�,-� (`
b. ConT,ac:ors Address: o o -7 "� s-e_ Y S
c. Conti acrors Phone: _Jr _a }f _al -
6. Cont"acz the technical specialist who certified the lagoon {NRCS, Consutng
Engineer, etc.}
a. Name: p1La�_ ��c e ,� }�F_ —
b. Phone: 1 1--.=`_
7. Implement procedures as -advised by DWQ and technical assistance agencies to
rec- y the damage, repair the system, and reassess the waste managment plan to
keep problems with release of wastes from happening again.
2-

INSECT CONTROL CHECKLIST FOR ANIMAL OPERA i fONS
Source Cause BMP's .o Minimize Odor Ste SSG Pracdces
_ (Liquid Systems!
Flush Guitars Accumulation of solids ( Flush system is designed and operated
suf trendy to remove accumulated
sends from gutters as designed.
(4/Romove bridging of ac=mulated solids at
discharge
Lagoons and Pits Crusted Solids ( Maintain lagoons. settling basins and
pits where pest breeding is apparent to
minimize the crusring of solids to a depth
of no more than 6-a inches over more than
301% of surface.
:xcessiva Vagated" Decaying vegetation ( Maintain vegetative control along banks of
Growth lagoons and outer impoundments to prevent
accumulation of decaying vegetative matter
along water's edge on irtpoundmant's perimeter.
(Dry Systems)
Feeders Pacd Spillage (] Design, ccarate arse raintain feed systerrs
bunkers and troughs) to rhinirdz^_ the acc=ut cn
of decaying wastage_
{) Gaan up spillage on a routine basis (e.g.7.1Aday
interval during summer, 1 5-30 day interval during winter).
=ead Storage Aczurr:Wadons of feed residues ( ) Reduce moisture accumulation within and around
immediate perimeter of feed storage areas by
insuring drainage away from. site end/or pravisinq
adequate containmarrt (e.-_ covered bin for
brewer's grain and simiiar high moisture grain
products) _
() Inspect for and remove or break up accumu(ated
solids in filter strips around feed smraoe as rtatdsd,
nima) Holding Areas Aecrmsulations of anima( wastes ( ) Qirminate low area that .rag moisture along tences
and feed wastage and other locations where waste accumulates and
and disturbance by animals is minimal.
( ) Mainrtain fence rows and filter strips around aninsai
holding areas to minimize accumulations of wares
(i.e. inspect for and remove or break up eccumulatad
solids as needed).
November 11. 7996

Dry AAarturo Handling Acarmuladans of animal wastes () Remove spillage on a roudne basis (e.g. 7-10 day
Systems interval during sumneer, 15-30 days interval during
wirtzer) whare rnanura is landed for land application
or disposal-
t j provide for adequate drainage anwnd manure sundgiie&_
() InepteeT for and rerrkr.- • or break up aaa UrAdrad wesxts
in-Mtor s ropes around sTockprles and maxua hetung
nrmw na naeded.
The issues checked ( ) pertain to this operation. The landownerlintegrator agrees to use sound judgmerrr in.appfying
insect control measures as practical.
I certify the aforemerrdoned insect control Best•Managerrlesrr Practices have been reviewed with me.
N
(Landowner 5igna-,ure)
For rnore information aanta=llia Cooperative Extenaan Service, Departrnant of EtomoloCyv, Box 7613,.North CaroEna State Uriversiry, Raleigh, NC
2769-S-7613.
AMIC—NovemlSer 11, 1996 .I

SWINE FARM WASTE MANAGEMENT ODOR CONTROL CHECKLIST
Source Cause SMP's to Minimize Odor Site Spec±Gc Prances
Fennsieed Swine production (eger eve or wooded buffers;
{ Racommersded best management
(;rac7cc=;
opal judgment and common sense
Animal body surfaces Diriy manure -covered animals (4 Dry floors
Floor surfaces Wet manure -covered floors (.�} �lorrad floors;
M V corers located over slotted floors;
(�} Evaders at Mail and of solid floors',
{.rcrape manure buildup from Boars;
(} Underfloor ventilation for drying
Manure collection pits Urine { Frequent manure removal by flush,pit
mcharge,or scrape
Ndral micarbial decarnposirion (} Underfloor ventilation
Ventilation exhaust Sans Volatile gases; Fart maintenance;
Dust (4"'oEf icient air movement
Indoor surfaces Our: Wt..hdown between groups of animals
(}Feed additives;
(} Feecer covers;
{ ] reed deiivery downspout extenders to
feecar covers
Rush tanks Agitation of recycled lagoon (} Fius:•s tank covers
licuid whiles tanks are filling (} Extend ffli Lines to near boMoin of
tanks with anti-s crhan vem-s
Rush alleys Ag: ation curing wastewater (] Underfloor `lush with under:ioor
conveyanance ventilation
Pit recharge points Agiration of recycled lagoon ( ) Extend recnard lines to near bottom of
ffcuid while pits are firng pits with enti-siahon vertt_s
Litt stations Agitation during sump tank fXjng (} Sump tank covers
and drawdown
]utside drain coaection AVitedon during wastewater (} Sox covers
or junction boxes camrtyance
=nd of drainpipes at lagoon Agitation during wastewerar () Etrand discharge point of pipes
underneath lagoon licuid level
.agoon surfaces Volatile gas emissions ( ropar lagoon licuid caoaciry
&;ological mbdng (vJ Correct lagoon star;u, procedures
Agitation
( )/Minimum surface area -to -volume ratio
(+j Minimum agitation when purnping
() Macnarvcal aeration
.* {) Proven biological eddiaves
igatron sprinkJer notes High pressure a?itation agate on or}r days with Iit G or no wind
Wind draft ('rrmum reeammended'oaeration preeiure
(ma intakes near legaort licuid surface
( ) Puma from second -stage lagoon
iOC—November 11, 1996

Storage tank or basin Partial microbial docarrtpoairion () Bottom or midlevel loading
surface Mixing while Giling {) Tank covers
Agitation when emptying (j Saain surface, mars of solids
{ } Proven biological additives or oxidants
Settling basin surface Partial rnicabiel decompocrion ( ) Extend drainpipe outets underneath Liquid
Minting while filling level
Agitation when emptying ( ) ROMOVe settled sali.ds regularly
Manure, slurry or sludge Agitation when spreading ( ) Soil injection of slurry/sludges
spreader outlets Volatile gas emissions ( ) Wadi residual manure from spreader after use
( ) Proven biological additives of oxidants
Uncovered manure, slurry Volatile gas emissions whiia drying () Soil infection of slurry/sludges
or sludge on field surfaces {) Soil incorporation within 48 hours
( ) Spread in tNn uniform layers for rapid drying
( ) Proven biological additives or axidanrs
Dead animals Carcass decomposition ( ) Proper disposition of carcasses
Dead animal disposal Carcass decomposition (} Complete covering of carcasses in burial pits
Airs {) Proper locationlconz-, ucTion of disposal pits
Incinerators Incomplate comaustion {) Secondary sack burners
Standing water arcund Irncroaer drainage ( Grade and landsc-.vc suca mat water drairs
faciiities fXtcmbial decomposition of away from facilities
organic marar
Aanura tracked onto public Pocriy maintained access roads { Farr t access road maintenance
oads from farm access
,dditional Information: Available;-=.^:
wine Manure Managemem- OZC0 Rule/3MP Packet NCSU-C. ... E=ansion Canter
wine Production Farm Potental Odor Sources and Remedies, ESAE Fact Shear NCSUL-3A=
wine Production Faciiity Manure Management; Pit Recharge —Lagoon Treatmen=: E.3AE i 23-3$ NCSt3-3..F
wine Production Facility Manure Managemeng Underfloor Fiuse--I.,agoon a restmenr. ESAE I -.a$ NI iJ-a1.:
igoon Desig and Management for Livestock Manure Treatment and Storage; EBAE 1 03-83 NCS'c3-W-
tlibretion of Manure and Wastawater Application Equim-nerr- ESAE Fact Sheet NCSU-BAc
mrrolling Odors from Swine 8uwdings; Plff-33 NCSU-Swine acension
vironmental Assuranc Progra rs NPPC Manual NC Pork Produces Assoc
tions for Managing Odor, a report from the Swine Odor Task Force NCSU Agri Carnrrarniwrtions
isance Concerns in Anima Manure Management; Odors and Files' PRO107, 1995 Conference Proceedings Florida Corp effdw Extension
e issues checked ( ) pertain to this operrtion. The Ian downerrntegrtar agrees to use sound judgment in applying
or control measures as pracdcaL
-rtjf}r the aTorerlerztiarted odor control Best Managment Pra�jces have been reviewed yy�ttt me.
{ ndowner Signaturel
C—November 11, 1996

MORTALITY MANAGEMENT METHODS
{check which method(s) are being implemented)
{ ? Burial three feet beneath the surface of the ground within 24 hours
after knowledge of the death. The burial be at least 300 feet from
any flowing steam or public body of vvater.
Rendering at a rendering plant licensed under G. S. 106-168.7
{ } Complete incineration
{ ) In the case of dead poultry only, placing in a disposal pit of a size and
design approved t y the Department of Agriculture.
i ? Any method which in the professional opinion of the State
Veterinarian would make possible the salvage a; part of a dead
animal's value wiihouT. endangering human or animal health. (Written
approval of the State Veterinarian must be e-uached)

0
HYDRAULIC REPORT FOR
ALDERMAN I FARM
AM Y i S 1996
hrscb�zoe''errriit
6n9
PUMP STATION ANALYSIS
J. NEAL TUCKER, P.E.
2/12/1997

LIFT STATION OUTPUT SUMMARY (Line 1 )
FORCE MAIN
F.M. LENGTH (ft)
= 1737
F.M. DIAMETER (in)
= 6.064
HAZEN-WILLIAMS C
= 140
OUTFALL INVERT ELEV
= 96.4
EXIT LOSS COEFF
= .75
OUTFALLS INTO LINE #
Outfall
NATURAL GROUND ELEV
= 86
DISCHARGE PIPING
DIAMETER (in)
= 4.026
AVE PIPE LENGTH (ft)
= 60
HAZEN WILLIAMS C
= 140
WET WELL AREA (sf)
= 72
PUMP FILE
PUMP DATA
1st PUMP ID =
4WHV-70IMP
PUMP ON ELEV =
81.03
PUMP OFF ELEV =
79.7
No FITTINGS =
0
LOSS COEFF =
0
2nd PUMP ID
= 4WHV-70IMP
PUMP ON ELEV =
81.7
PUMP OFF ELEV =
79.7
No FITTINGS
= 0
LOSS COEFF
= 0
3rd PUMP ID
=
PUMP ON ELEV
= 0
PUMP OFF ELEV
= 0
No FITTINGS
= 0
LOSS COEFF
= 0
4WHV-70IMP
4WHV-70IMP
Q (gpm)
HD (ft)
Q (gpm) HD
(ft)
Q (gpm)
HD (ft)
63.00
43.50
63.00
43.50
0.00
0.00
100.00
41.00
100.00
41.00
0.00
0.00
125.00
39.00
125.00
39.00
0.00
0.00
175.00
37.50
175.00
37.50
0.00
0.00
250.00
34.50
250.00
34.50
0.00
0.00
300.00
32.50
300.00
32.50
0.00
0.00
375.00
29.50
375.00
29.50
0.00
0.00
450.00
26.00
450.00
26.00
0.00
0.00
500.00
23.50
500.00
23.50
0.00
0.00
580.00
18.50
580.00
18.50
0.00
0.00

LIFT STATION OUTPUT SUMMARY (Cont'd)
STATION OPERATING POINTS (Feet above respective Pump On elev)
1st ON 1st & 2nd ON 1st, 2nd & 3rd ON
Q( (gpm)
313
397
0
(cfs)
0.7
0.9
0.0
HD (ft)
28.76
35.17
0.00
V DP (ft/s)
7.9
5.0 / 5.0
0.0 / 0.0 / 0.0
V FM (ft/s)
3.5
4.4
0.0
INDIVIDUAL PUMP OPERATING POINTS (Total dynamic head)
PUMP ID 1st ON 1st & 2nd ON
4WHV-70IMP 313 gpm 198 gpm
32.0 ft 36.6 ft
4WHV-70IMP 198 gpm,
------ 36.6 ft
1st, 2nd & 3rd ON
0 gpm
0.0 ft
0 gpm
0.0 ft
0 gpm
0.0 ft

LIFT STATION OUTPUT SUMMARY (Cont'd)
MODIFIED PUMP CURVES (Reflects losses from pump to station header)
1st
2nd
3rd
Q (gpm)
HD (ft)
Q (gpm)
HD (ft)
Q (gpm)
HD (ft)
63.00
43.34
63.00
43.34
0.00
0.00
100.00
40.61
100.00
40.61
0.00
0.00
125.00
38.42
125.00
38.42
0.00
0.00
175.00
36.41
175.00
36.41
0.00
0.00
250.00
32.40
250.00
32.40
0.00
0.00
300.00
29.5.6
300.00
29.56
0.00
0.00
375.00
25.05
375.00
25.05
0.00
0.00
450.00
19.77
450.00
19.77
0.00
0.00
500.00
15.93
500.00
15.93
0.00
0.00
580.00
8.53
580.00
8.53
0.00
0.00
COMBINED MODIFIED PUMP CURVES
1st ON
1st & 2nd
ON
1st, 2nd
& 3rd ON
Q (gpm)
HD (ft)
Q (gpm)
HD (ft)
Q (gpm)
HD (ft)
63.00
43.34
126.00
43.34
0.00
43.34
100.00
40.61
200.00
40.61
0.00
40.61
125.00
38.42
250.00
38.42
0.00
38.42
175.00
36.41
350.00
36.41
0.00
36.41
250.00
32.40
500.00
32.40
0.00
32.40
300.00
29.56
600.00
29.56
0.00
29.56
375.00
25.05
750.00
25.05
0.00
25.05
450.00
19.77
900.00
19.77
0.00
19.77
500.00
15.93
1000.00
15.93
0.00
15.93
580.00
8.53
0.00
8.53
0.00
8.53
SYSTEM CURVES (Feet
above respective Pump On
elev)
1st ON
1st & 2nd
ON
1st, 2nd
& 3rd ON
Q (gpm)
HD (ft)
Q (gpm)
HD (ft)
Q (gpm)
HD (ft)
0.00
15.88
0.00
15.21
0.00
0.00
111.11
17.74
111.11
17.07
0.00
0.00
222.22
22.60
222.22
21.93
0.00
0.00
333.33
30.13
333.33
29.46
0.00
0.00
444.44
40.15
444.44
39.48
0.00
0.00
555.56
52.57
555.56
51.90
0.00
0.00
666.67
67.31
666.67
66.64
0.00
0.00
777.78
84.30
777.78
83.63
0.00
0.00
888.89
103.50
888.89
102.83
0.00
0.00
1000.00
124.86
1000.00
124.19
0.00
0.00
* Static head based on free outfall, force main flowing full.

PROJECT: A
(FILE: EQV—PIPE.WK3)
AEP NO.:
SHEET:
3
DESIGNED BY:
DATE:
02/12F37
CHECKED BY:
DATE:
LOCATION / DESCRIPTION:
EQUIVALENT PIPE CALCULATIONS
Design Flowrate Q =
300
GPM
Piping
Pipe
Nom.
Mat'l
Dia.
Di. Cin) "C"
L (ft)
Hf Uft��fps)
PVC -- SCH 40
6.00
6.065 140
1,160
7.79
3.33
DI — Class 51
6.00
6.340 120
140
1.01
3.05
Piping Totals:
1,300
8.79
Fittings:
Pipe
Nom.
Equiv.
Descr.
Mat'I.
#
"C"
L (ft)
Hf (ft)
Elbow 90
PVC
_Dia.
^ 4 ^ 6.00
140
18.00
0.51
Fitting Totals:
18.00
0.51
Valves:
Pipe
. Nom.
Equiv.
Descr. _
Mat'I.
# Dia.
"C"
L (ft)
Hf (ft)
Gate
Steel
1 4.00
120
2.25
0.15
Swing Check
Steel
1 4.00
120
38.00
2.57
Valving Totals:
40.25
2.72
Equivalent Length:
Equivalent "C":
Equivalent Diameter:
C = 140
Di. = 6.064
C =
140
Di = 6.064
Length = 1,300
Length =
1,300
Length = 1,737
C = 119.71
Di =
5.713
Eiqurvalent Pipe calculations are based on the Hazen —Williams friction loss formula

LIFT STATION OUTPUT SUMMARY (Line 1 )
FORCE MAIN
F.M. LENGTH (ft)
= 700
F.M. DIAMETER (in)
= 6.064
HAZEN-WILLIAMS C
= 140
OUTFALL INVERT ELEV
= 96.4
EXIT LOSS COEFF
= .75
OUTFALLS INTO LINE ##
Outfall
NATURAL GROUND ELEV
= 94.5
DISCHARGE PIPING
DIAMETER (in) = 4.026
AVE PIPE LENGTH ( f t ) = 60
HAZEN WILLIAMS C = 140
WET WELL AREA (sf) = 72
PUMP FILE
4WHV-60IMP
4WHV-60IMP
PUMP DATA
1st PUMP ID = 4WHV-60IMP
PUMP ON ELEV = 89.33
PUMP OFF ELEV = 88
No FITTINGS = 0
LOSS COEFF = 0
2nd.PUMP ID- = 4WHV-60IMP
PUMP ON ELEV = 89.66
PUMP OFF ELEV = 88
No FITTINGS = 0
LOSS COEFF = 0
3rd PUMP ID =
PUMP ON ELEV = 0
PUMP OFF ELEV = 0
No FITTINGS = 0
LOSS COEFF = 0
Q (gpm)
HD (ft)
4 (gpm)
HD (ft)
4 (gpm)
25.00
28.00
25.00
28.00
0.00
75.00
26.75
75.00
26.75
0.00
125.00
24.00
125.00
24.00
0.00
175.00
22.50
175.00
22.50
0.00
225.00
20.50
225.00
20.50
0.00
275.00
18.00
275.00
18.00
0.00
325.00
16.00
325.00
16.00
0.00
375.00
13.75
375.00
13.75
0.00
410.00
12.00
410.00
12.00
0.00
0.00
0.00
0.00
0.00
0.00
HD (ft)
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.0,0
0.00

LIFT STATION OUTPUT SUMMARY (Cont'd)
STATION OPERATING POINTS (Feet above respective Pump On elev)
1st ON 1st & 2nd ON 1st, 2nd & 3rd ON
Q (gpm)
318
467
0
(cfs)
0.7
1.0
0.0
HD (ft)
13.01
18.20
0.00
V DP (ft/s)
8.0
5.9 / 5.9
0.0 / 0.0 / 0.0
V FM (ft/s)
3.5
5.2
0.0
INDIVIDUAL PUMP OPERATING POINTS (Total dynamic head)
PUMP ID 1st ON 1st & 2nd ON
4WHV-60IMP 318 gpm 234 gpm
16.3 ft 20.1 ft
4WHV-60IMP 234 gpm.
------ 20.1 ft
1st, 2nd & 3rd ON
0 gpm
0.0 ft
0 gpm
0.0 ft
0 gpm
0.0 ft

LIFT STATION OUTPUT SUMMARY (Cont'd)
MODIFIED PUMP CURVES (Reflects losses from pump to station header)
1st
2nd
3rd
Q (gpm)
HD (ft)
Q (gpm)
HD (ft)
Q (gpm)
HD (ft)
25.00
27.97
25.00
27.97
0.00
0.00
75.00
26.52
75.00
26.52
0.00
0.00
125.00
23.42
125.00
23.42
0.00
0.00
175.00
21.41
175.00
21.41
0.00
0.00
225.00
18.77
225.00
18.77
0.00
0.00
275.00
15.49
275.00
15.49
0.00
0.00
325.00
12.59
325.00
12.59
0.00
0.00
375.00
9.30
375.00
9.30
0.00
0.00
410.00
6.75
410.00
6.75
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
COMBINED MODIFIED PUMP CURVES
1st ON
1st & 2nd
ON
1st, 2nd
& 3rd ON
Q (gpm)
HD (ft)
Q (gpm)
HD (ft)
Q (gpm)
HD (ft)
25.00
27.97
50.00
27.97
0.00
27.97
75.00
26.52
150.00
26.52
0.00
26.52
125.00
23.42
250.00
23.42
0.00
23.42
175.00
21.41
350.00
21.41
0.00
21.41
225.00
18.77
450.00
18.77
0.00
18.77
275.00
15.49
550.00
15.49
0.00
15.49
325.00
12.59
650.00
12.59
0.00
12.59
375.00
9.30
750.00
9.30
0.00
9.30
410.00
6.75
820.00
6.75
0.00
6.75
0.00
0.00
0.00
0.00
0.00
0.00
SYSTEM CURVES (Feet
above respective Pump On
elev)
1st ON
1st & 2nd
ON
1st, 2nd
& 3rd ON
Q (gpm)
HD (ft)
Q (gpm)
HD (ft)
Q (gpm)
HD (ft)
0.00
7.58
0.00
7.25
0.00
0.00
91.11
8.10
91.11
7.77
0.00
0.00
182.22
9.48
182.22
9.15
0.00
0.00
273.33
11.62
273.33
11.29,
0.00
0.00
364.44
14.46
364.44
14.12
0.00
0.00
455.56
17.99
455.56
17.66
0.00
0.00
546.67
22.19
546.67
21.86
0.00
0.00
637.78
27.02
637.78
26.69
0.00
0.00
728.89
32.48
728.89
32.15
0.0❑
0.00
820.00
38.56
820.00
38.23
0.00
0.00
* Static head based on free outfall, force main flowing full.

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PRIMARY S-rAGE VAy ,
_r 5 19 8 SHEET 1 OF 2
SPECIFICATIONS FOR CONSTRUCTION~OF`WAST.E_.-ATMENT LAGOONS
FOUNDATION PREPARATION:
-----------------------
The foundation area of the lagoon embankment and building pad shall be`
cleared of trees, logs, stumps, roots, brush, boulders,sod and rubbish.
Satisfactory disposition will be made of all debris. The topsoil from
the lagoon and pad area should be stripped and stockpiled for use on
the dike and pad areas. After stripping, the foundation area of the
lagoon embankment and building pad shall be thoroughly loosened prior
to placing the first lift of fill material to get a good bond.
EXCAVATION AND EARTHFILL PLACEMENT:
-----------------------------------
The completed excavation and earthfill shall conform to the lines,,
grades, and elevations shown on the plans. Earthfill material shall
be free of material such as sod, roots, frozen soil, stones over
6 inches in diameter, and other objectionable material. To the extent
they are suitable, excavated materials can be used as fill. The fill
shall be brought up in approximately horizontal layers not to exceed 9
inches in thickness when loose and prior to compaction. Each layer
will be compacted by complete coverage with the hauling and spreading
equipment or standard tamping roller or other equivalent method.
Compaction will be considered adequate when fill material is observed
to consolidate to the point that settlement is not readily detectible.
NOTE THE SPECIAL REQUIREMENTS FOR PLACEMENT OF LINERS IN THE LINER
SECTION OF THIS SPECIFICATION. The embankment of the lagoon shall be
installed using the more impervious materials from the required
excavations. Construction of fill heights shall include 5 percent for
settlement. Dikes over 15 feet in height and with an impoundment
capacity of 10 acre-feet or more fall under the jurisdiction of the NC
Dam Safety Law. The height is defined as the difference in elevation
from the constructed height to the downstream toe ofthe dike.
Precautions shall be taken during construction to prevent excessive
erosion and sedimentation.
LINER:
THE MINIMUM REQUIRED THICKNESS SHALL BE
1.6 ft.
NOTE: LINERS (PARTIAL OR FULL) ARE REQUIRED WHEN THE ATTACHED SOILS
INVESTIGATION REPORT SO INDICATES OR WHEN UNSUITABLE MATERIAL IS
ENCOUNTERED DURING CONSTRUCTION. A TYPICAL CROSS SECTION OF THE LINER
IS INCLUDED IN THE DESIGN WHEN LINERS ARE REQUIRED BY THE SOILS REPORT.
When areas of unsuitable material are encountered, they will be over -
excavated below finish grade to the specified depth as measured
perpendicular to the finish grade. The foundation shall be backfilled
as specified to grade with a SCS approved material (ie.- CL,SC,CH).
REFER TO THE SOILS INVESTIGATION INFORMATION IN THE PLANS FOR SPECIAL
CONSIDERATIONS.

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

$Ec6N D STAGE SHEET 1 OF -2
SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
FOUNDATION PREPARATION:
-----------------------
The foundation area of the lagoon embankment and building pad shall be,
cleared of trees, logs, stumps, roots, brush, boulders,sod and rubbish.
Satisfactory disposition will be made of all debris., The topsoil from
the lagoon and pad area should be stripped and stockpiled for use on
the dike and pad areas. After stripping, the foundation area of the
lagoon embankment and building pad shall be thoroughly loosened prior
to placing the first lift of fill material to get a good bond.
EXCAVATION AND EARTHFILL PLACEMENT:
-----------------------------------
The completed excavation and earthfill shall conform to the lines,
grades, and elevations shown on the plans. Earthfill material shall
be free of material such as sod, roots, frozen soil, stones over
6 inches in diameter, and other objectionable material. To the extent
they are suitable, excavated materials can be used as fill. The fill
shall be brought up in approximately horizontal layers not to exceed 9
inches in thickness when loose and prior to compaction. Each layer
will be compacted by complete coverage with the hauling and spreading
equipment or standard tamping roller or other equivalent method.
Compaction will be considered adequate when fill material is observed
to consolidate to the point that settlement is not readily detectible.
NOTE THE SPECIAL REQUIREMENTS FOR PLACEMENT OF LINERS IN THE LINER
SECTION OF THIS SPECIFICATION. The embankment of the lagoon shall be
installed using the more impervious materials from the required
excavations. Construction of fill heights shall include 5 percent for
settlement. Dikes over 15 feet in height and with an impoundment
capacity of 10 acre-feet or more fall under the jurisdiction of the NC
Dam Safety Law. The height is defined as the difference in elevation
from the constructed height to the downstream toe of the dike.
Precautions shall be taken during construction to prevent excessive
erosion and sedimentation.
LINER: THE MINIMUM REQUIRED THICKNESS SHALL BE 1.5 ft.
NOTE: LINERS (PARTIAL OR FULL) ARE REQUIRED WHEN THE ATTACHED SOILS
INVESTIGATION REPORT SO INDICATES OR WHEN UNSUITABLE MATERIAL IS
ENCOUNTERED DURING CONSTRUCTION. A TYPICAL CROSS SECTION OF THE LINER
IS INCLUDED IN THE DESIGN WHEN LINERS ARE REQUIRED BY THE SOILS REPORT.
When areas of unsuitable material are encountered, they will be over -
excavated below finish grade to the specified depth as measured
perpendicular to the finish grade. The foundation shall be backfilled
as specified to grade with a SCS approved material (ie - CL,SC,CH).
REFER TO THE SOILS INVESTIGATION INFORMATION IN THE PLANS FOR SPECIAL
CONSIDERATIONS.

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

SHEET 1 OF 2
OPERATION AND MAINTENANCE PLAN
This lagoon is designed for waste treatment (permanent storage) and
180 days of temporary storage. The time required for the planned
fluid level (permanent and temporary storage) to be reached may vary
due to site conditions, weather, flushing operations, and the amount
of fresh water added to the system.
The designed temporary storage consists of 180 days storage for:
(1) waste from animals and (2) excess rainfall after evaporation. Also
included is storage for the 25 year - 24 hour storm for the location.
The volume of waste generated from a given number of animals will be
fairly constant throughout the year and from year to year, but excess
rainfall will vary from year to year. The 25 year rainfall will not
be a factor to consider in an annual pumping cycle, but this storage
volume must always be available.
A maximum elevation is determined in each design to begin
pumping and this is usually the outlet invert of pipe(s) from
building(s). If the outlet pipe is not installed at the elevation to
begin pumping, a permanent marker must be installed at this elevation
to indicate when pumping should begin. An elevation must be established
to stop pumping to maintain lagoon treatment depth.
Pumping can be started or stopped at any time between these two
elevations for operating convenience as site conditions permit, such as
weather, soils, crop, and equipment in order to apply waste without
runoff or leaching.
Land application of waste water is recognized as an acceptable
method of disposal. Methods of application include solid set,
center pivot, guns, and traveling gun irrigation. care should be
taken when applying waste to prevent damage to crops.
The following items are to be carried out:
1. It is strongly recommended that the treatment lagoon be pre -
charged to 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. When precharging is complete,
flush buildings with recycled lagoon liquid. Fresh water should not
be used for flushing after initial filling.
2. The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (sep attachment)
before land application.
3. Begin temporary storage pump -out of the lagoon when fluid level
reaches the elevation 101.8 as marked by permanent marker. Stop pump -
out when the fluid level reaches elevation 96.5 . This temporary
storage, less 25 yr- 24 hr storm, contains 526166 cubic feet or
3935718 gallons.

SHEET 2 OF 2
4. The recommended maximum amount to apply per irrigation is
one (1) inch and the recommended maximum application rate is 0.3
inch per hour. Refer to the waste utilization plan for further details.
5. Keep vegetation on the embankment and areas adjacent to the
lagoon mowed annually. Vegetation should be fertilized as needed
to maintain a vigorous stand.
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. Keep a minimum of 25 feet of grass vegetated buffer around
waste utilization fields adjacent to perennial streams. Waste will
not be applied in open ditches. Do not pump within 200 feet of a
residence or within 100 feet of a well.. Waste shall be applied in a
manner not to reach other property and public right-of-ways.
9. The 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.
11

GROWER: Smith & Alderman 1 DESIGNED BY: JHD
ADDRESS: P. O. Box 759 CHECKED BY: JNT
Rose Hill, NC 28458 DATE: 01/15/97
COUNTY: Duplin SHEET 1 OF 3
SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
FOUNDATION PREPARATION:
The foundation area of the lagoon embankment and building pad shall be cleared of
trees, logs; stumps, roots, brush, boulders, sod, and rubbish. Satisfactory disposition
will be made of all debris. The topsoil from the lagoon and pad area should be stripped
and stockpiled for use on the dike and pad areas. After stripping, the foundation area
of the lagoon embankment and building pad shall be thoroughly loosened prior to placing
the first lift of fill material to get a good bond.
EXCAVATION AND EARTHFILL PLACEMENT
The completed excavation and earthfill shall conform to the lines, grades, and elevations
shown on the plans. Earthfill material shall be free of material such as sod, roots, frozen
soil, stones over 6 inches in diameter, and other objectionable material. To the extent they
are suitable, excavated material may be used as fill. The fill shall be brought up in
approximately horizontal layers not to exceed 9 inches in thickness when loose and prior
to compaction. Each layer will be compacted by complete coverage with the hauling and
spreading equipment or standard tamping roller or equivalent method. Compaction will
be considered adequate when fill material is observed to consolidate to the point that
settlement is not readily detectable. NOTE THE SPECIAL REQUIREMENTS FOR
PLACEMENT OF LINERS IN THE LINER SECTION OF THIS SPECIFICATION.
The embankment of the lagoon shall be installed using the more impervious materials from
the required excavations. Construction of fill heights shall include 5 percent for settlement.
Dikes over 15 feet in height with an impoundment capacity of 10 acre --feet or more fall
under the jurisdiction of the NC Dam Safety Law and require permitting by the NC Dept of
Environment, Health and Natural Resources, Land Quality Section. The height is defined
as the difference in elevation from the constructed height to the downstream toe of the dike.
Precautions shall be taken during construction to prevent excessive erosion and
sedimentation.
LINER:
THE MINIMUM REQUIRED CLAY LINER THICKNESS SHALL BE 1.6 FT.
NOTE: LINERS (PARTIAL OR FULL) ARE REQUIRED WHEN INDICATED ON THE
DRAWINGS OR WHEN MATERIAL IS ENCOUNTERED DURING CONSTRUCTION THAT
WILL NOT PROVIDE THE PERMEABILITY LIMITS AS STATED LATER IN THIS SECTION.
SUCH MATERIAL IS CONSIDERED UNSUITABLE WITH RESPECT TO LINING. A TYPICAL
CROSS SECTION OF THE LINER IS INCLUDED IN THE DRAWINGS WHEN LINERS
ARE REQUIRED.
Murphy Family Farms EngineeMg P. 0. Box 759, Rose Hill NC 28458 (910) 289-211 r

GROWER: Smith & Alderman 1 DESIGNED BY: JHD
ADDRESS: P. O. Box 759 CHECKED BY: JNT
Rose Hill, NC 28458 DATE: 01/15/97
COUNTY: . Du lin SHEET 2 OF 3
When areas of unsuitable material are encountered, they will be overexcavated below
finish grade to the specified depth as measured perpendicular to the finish grade. The
foundation shall be backfilled as specified to grade with a material approved by the
engineer or his representative.
REFER TO THE DRAWINGS FOR SPECIAL CONSIDERATIONS.
Soil liner material shall come from an approved borrow area. The minimum moisture
content of the liner material shall be optimum moisture content which relates to that
moisture content when the soil is kneaded in the hand it will form a ball which does not
readily separate. Water shall be added to borrow as necessary to insure proper moisture
content during placement of the liner. The moisture content of the liner material shall not
be less than optimum moisture content during placement. The maximum moisture
content relates to the soil material being too wet for efficient use of hauling equipment and
proper compaction. Proper compaction of the liner includes placement in 9 inch lifts and
compacted to at least 95 percent of the Standard Proctor Maximum Dry Density
(ASTM D698) of the liner material. When smooth or hard, the previous lift shall be scarified
and moistened as needed before placement of the next lift
The single most important factor affecting the overall compacted permeability of a clay
liner, other than the type of clay used for the finer, is the efficient construction processing
of the compacted liner. The sequence of equipment in an established pattern helps
assure uniformity in the entire placement and compaction process. For most clay soils, a
tamping or sheepsfoot roller is the preferred type of compaction. equipment
In accordance with NRCS South National Technical Center (SNTC) Technical Note 716
(revised September 1993) the maximum'allowable specific discharge of the liner is
1.0 x 10-5 cm/sec. This specific discharge is dependant on the permeability of the
liner material, the liner thickness, and the hydrostatic pressure on the liner. With the
minimum required liner thickness stated earlier and the maximum liquid depth in the
lagoon, the maximum permeability of the compacted liner is 1.25 x 10-6cm/sec. Upon
completion of the liner, undisturbed samples will be taken and tested for actual
permeability. Any permeability tests indicating a higher permeability than stated above
will be considered as failing. Failing tests will require recompaction of the liner material
and retesting.
For lagoons being built in soils which do not require clay lining the same permeability
requirements apply as for clay liners and testing of the in —situ material will be conducted.
During the excavation process, soils at the excavated surface are loosened as adjacent
material is being removed. As a result, the permeability of these surface soils is increased.
To insure proper compaction and minimum soil permeability, when lagoon excavation is
complete the inner side slopes and bottom shall be rolled thoroughly prior to testing.
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28458 [phone]

ADDRESS: P. O. Box 759 CHECKED BY: JNT
Rose Hill, NC 28458 DATE: 01/15/97
COUNTY: Duolin SHEET 3 OF 3
The soil liner shall be protected from scour produced by the discharge from waste outlet
pipes. This can be done by using some type of energy dissipator: concrete flumes,
concrete blocks laid tightly together, or using flexible pipe outlets on waste pipes.
Alternatives to soil liners are synthetic liners and bentonite sealant. When these are
specified, additional construction specifications are included with this Construction
Specification or are shown on the drawings.
CUTOFF TRENCH:
A cutoff trench shall be constructed under the embankment area when called for in the
notes on the drawings or as shown on a typical cross section on the drawings. The final
dimensions of the cutoff trench shall be determined by observation of the foundation
materials during construction.
VEGETATION:
All exposed embankment and other bare constructed areas shall be seeded to the
planned type of vegetation as soon as possible after construction according to the
seeding specifications. Topsoil, if available on site should be placed on areas of the dike
and pad to be seeded. Temporary seeding or mulch shall be used if recommended
permanent vegetation is out of season dates for seeding. Permanent vegetation should
be established as soon as possible during the next period of approved seeding dates.
REMOVAL OF EXISTING TILE DRAINS:
An observation trench shall be dug along the perimeter of the lagoon 25 feet outside the
proposed embankment toe to verify that no subsurface drain tile lines are present in the
lagoon area The trench shall be dug to a minimum depth of five feet and shall have a width
adequate to accommodate equipment used for backfill and compaction. Trench side
slopes shall be 1:1 or flatter. Trench backfiil shall be compacted as stated in the
EXCAVATION AND EARTHFILL PLACEMENT section of the specification.
When the drains are encountered, the tile will be removed to a minimum of 25 feet beyond
the outside toe of slope of the dike. The tile trench shall be backfilled and compacted with
material approved by the engineer or his representative. Tile drains that are removed
shall be either capped off or rerouted around the lagoon, as directed by the engineer or
his representative.
SAFETY AND HEALTH REQUIREMENTS:
All operations shall be carried out in a safe, skillful, and workmanlike manner. All safety and
health regulations shall be observed and appropriate personal safety and health measures
used at all times during construction.
Murphy Family Farts Engineering P.O. Box 759, Rose Hill NC 28458 [phone]

GF40WER: Smith & Alderman 1 DESIGNED BY: JHD
ADDRESS: P.O. Box 759 CHECKED BY: JNT
Rose Hill, NC 28458 DATE: 01/15/97
COUNTY: Duplin SHEET 1 OF 1
SEEDING SPECIFICATIONS
ACREAGE TO BE SEEDED: 6.0 ACRES
USE THE SEED MIXTURE INDICATED AS FOLLOWS:
360 LBS. FESCUE GRASS AT 60 LBS./ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 1 TO NOVEMBER 30
FEBRUARY 1 TO MARCH 30
180 LBS. RYE GRAIN AT 30 LBS./ACRE (NURSERY FOR FESCUE)
360 LBS. 'PENSACOLA' BAHIA GRASS AT 60 LBS./ACRE
(SEE FOOTNOTE NUMBER 1)
SEEDING DATES: MARCH 15 TO JUNE 15
48 LBS. HULLED COMMON BERMUDA GRASS AT 8 LBS./ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
60 LBS. UNHULLED COMMON BERMUDA GRASS AT 10 LBS./ACRE
SEEDING DATES: JANUARY 1 TO MARCH 30
240 LBS. RYE GRASS AT 40 LBS./ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
APPLY THE FOLLOWING:
6000 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE)
12 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
600 BALES OF SMALL GRAIN STRAW (100 BALES/ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE ALL
DISTURBED AREAS IMMEDIATELY AFTER EARTH MOVING IS COMPLETED.
APPLY LIME AND FERTILIZER THEN DISK TO PREPARE A 3 TO 4 INCH SMOOTH
SEEDBED. APPLY SEED ANDFIRM SEEDBED WITH A CULTIPACKER OR SIMILAR
DEVICE. APPLY MUCH AND SECURE WITH AN ANCHORING TOOL OR NETTING.
1. PENSACOLA BAHIA GRASS IS SLOWER TO ESTABLISH THAN COMMON
BERMUDA GRASS. WHEN USING BAHIA, IT IS RECOMMENDED THAT 8
LBS./ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER UNTIL
BAHIA GRASS IS ESTBLISHED.
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28458 [phone]

vs{!V •�V{ {• v{. IIu{ M!\{Mv1a{{\M1.{ { ✓�v{M.�ry ✓.. v• •✓
ADDRESS: P. O. Box 759 CHECKED BY. JNT
Rose Hill, NC 28458 DATE: 01/15/97
COUNTY: Dur lin SHEET 1 OF 2
Emergency Action Plan
Using this outline as guidance, you should develop a speck emergency action plan for your
waste handling system.. This plan will be implemented in the event that wastes from your
operation are leaking, overflowing, or running off the site. You should NOT wait until wastes
reach surface water or leave your property to consider that you have a problem. You should
make every effort to ensure that this does not happen. This plan should be available to all
employees at the facility, as accidents, leaks, and breaks could happen at any time. Your
plan should follow this format:
1. Stop the release of wastes. Depending on the situation, this may or may not be
possible. Suggested responses to problems are listed below:
A. Lagoon overflow —possible solutions are:
add soil to berm to temporarily increase elevation of dam —any permanent
alteration of the dam should be approved by a qualified professional engineer
or qualified technical specialist
pump wastes to field at an acceptable rate
stop all additional flow to the lagoon (waters) --hold waste in house if possible
call a pumping contractor
make sure no surface water is entering lagoon
NOTE: The above listed activities should be started when your lagoon level has exceeded
the temporary storage level.
B. Runoff from waste application field —actions include:
immediately stop waste application
create a temporary diversion or berm to contain the waste on the field
incorporate waste to reduce further runoff
C. Leakage from the waste distribution system:
pipes and sprinklers —actions include:
— stop recycle (flushing system) pump
— stop irrigation pump
— close valves to eliminate further discharge
— separate pipes to create an air gap and stop flow
flush system, houses, solids separators —actions include:
— stop recycle (flushing system) pump
— stop irrigation pump
— make sure no siphon effect has been created
— . separate pipes to create an air gap and stop flow
D. Leakage from base or sidewall of lagoon. Often these are seepage as opposed to
flowing leaks —possible action*:
dig a small well or ditch to catch all seepage,put in a submersible
pump, and pump back into lagoon
if holes are caused by burrowing animals, trap or remove animals and
fill holes and compact with a clayey soil,
other holes may be likewise temporarily plugged with clay soil
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28458 [phone]

-. IN, -W-%. v.•na.I-ru...v. s..w. .
ADDRESS: P. O. Box 759 CHECKED BY: JNT
Rose Hill, NC 28458. DATE: 01/15/97
COUNTY: Duplin SHEET 2 OF 2
-*Lagoon problems require the consultation of an individual experienced in the
design and construction of lagoons for permanent repair measures.
2. Assess the extent of the spill and note any obvious damages.
A. Did the waste reach any surface water?
B. Approximately how much was released and for what duration?
C. Any damage noted, such as employee injury, fish kills, or property damage?
3. Contact appropriate agencies.
B. During noral business hours, call your DE regional office, at 910-395-3900
after hours, emergency number; 910-733-3942. Your phone call should
include: your name, facility, telephone number, the details of incident from
item 2 above, the exact location of the facility, and the location or direction
of movement of the spill, weather and wind conditions, what corrective
measures have been under taken, and the seriousness of the situation.
C. If spill leaves, or is likely to leave, property or enters surface waters, call
local emergency management service (EMS)at 910-2%-2160.
D. Instruct EMS to contact local Health Department.
E. -Contact local Soil and Water Conservation District Natural Resources Conservation
Service office at 910-296-2121 for advice/technical assistance.
910-296-2143 for advice/technical assistance.
A. Contact Murphy family Farms Land and Nutrient Manageent Departent at 910-
289-2111 for advice/technical assistance.
4. Implement procedures as advised by DEM and technical assistance agencies to rectify
the damage, repair the system, and reassess the waste management plan to keep
problems with release of wastes from happening again.
DUPLIN COUNTY COOPERATIVE EXTENSION SERVICE
PO BOX 458, KENANSVILLE, NC 28349
910— 296— 2143
DUPLIN COUNTY SOIL AND WATER CONSERVATION DISTRICT
NATURAL RESOURCES CONSERVATION SERVICE
PO BOX 277, KENANASVILLE, NC 28349
910-296-2121
DUPLIN COUNTY EMERGENCY MANAGEMENT SYSTEM
PO BOX 909, KENANASVILLE, NC 28349
910— 296-- 2160
DIVISION OF ENVIRONMENTAL MANAGEMENT
127 CARDINAL DRIVE EXT
WILMINGTON, NC 28405 — 3845
910— 395— 3900
Murphy Family Farms Engineering P. O. Box 759, Rose Hill NC 28458 [phone]

F A M I L Y F A R M S
March 31, 1997
Mr. Mike Sugg, District Conservationist
USDA - National Resources Conservation Service
P.O. Box 277
Kenansville, NC 28349
RE: Alderman #2 & #3 Farm - 7344 Feeder to Finish
Dear Mr. Sugg:
15 190�
a�3
Enclosed for your review is the completed Animal Waste Management
Plan for the above referenced swine farm. Specific items included
in this package are as follows:
- Location Map
ASCS Tract Map
Aerial Photograph
USGS Quad Map
Soil Investigation Report
Lagoon Design Spreadsheet
- Operation & Maintenance Plan for Lagoon
- Construction Specifications for.Lagoon
Site Seeding Requirements
Emergency Action Plan
Site Plan with Construction Details
Murphy Family Farms will be developing the Nutrient Utilization
Plan for this farm, which will be submitted with the final
certification.
Please contact me at [phone], Ext. 4529 if you have any
questions concerning this package.
Sincerely,
/ /1 , W'-
Dave Elkin -
Assistant Engineer
Enclosures
cc: File
Garth Boyd, (complete package)
Post Office Box 759, Rose Hill, North Carolina 28458, [phone], FAX [phone]

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LAGOON SITE SOILS INVESTIGATION
PROJECT: COUNTY:
FIELD INVESTIGATION BY:,Ci.) DATE: Ali6
SITE SKETCH
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BORING I SAMPLING METHOD: AG+Cdn� SIGNATURE:
4�

Grower: Alderman 2 & 3 Designed By: JHD
Address: 'P. O. Box 759 Checked By: JNT
Rose Hill, NC 28458 Date: 01/15/97
Coun : Du lin Sheet 1 of 7
ANAEROBIC WASTE LAGOON DESIGN
FARM INFORMATION
Nursery:
Finishing:
Farrow to weanling:
Farrow to feeder:
Farrow to finish:
Boars:
Storage Period:
25 Yr. / 24 Hr Storm Event
"Heavy Rain" Factor
Rainfall in Excess of Evaporation
Additional Water Usage:
Additional Drainage Area
Farm Population:
---- .--------------- 0
- - - - - - - - - - - - - - - - - - - 7344 Hd.
-------------------- 0
------------------- 0
------------------- 0
-------------------- 0
- - - - - - - - - - - - - - - - - - - 180 Days
- - - - - - - - - - - - - - - - - - - 7.5In.
Not Applicable
- - - - - - - - - - - - - - - - - - - __7.0In.
------------------- 0
- - - - - - - - - - - - - - - - - - - _ _. -0
LAGOON INFORMATION
Is Lagoon Designed as an Irregular Shape?
Does Operator Want Emergency Spillway?
Is This Design for an Existing Farm?
Is Drain Tile Req'd to Lower SHWT?
(YIN) - - - - - - - - - - Y
(YIN) - - - - - - - - - - N
(Y/N)- - - - - - - - - Y
(YIN) - - - - - - - - - - N
Seasonal High Water Table Bev: --------------------
Freeboard: -------------------
Emergency Spillway Flow Depth: Not Applicable
Top of Storm / Spillway Buffer: Not Applicable
Side Slopes: --------------------
Press ALT-C to Download
contour areas see sheet 2 of 7...
101.20 Ft.
1.0 Ft.
3 :1 (H:V)
Top of Dike Elevation: - - - - - - - - - - - - - - - - - - - 109.50 Ft.
Finished Bottom Elevation: - - - - - - - - - - - - - - - - - - - 99.50 Ft
Start Pump Elevation: - - - - - - - - - - - - - - - - - - - 107.70 Ft
Stop Pump Elevation: ------------------- 105.70 Ft.
LAGOON VOLUME REQUIREDVOL. DESIGN VOLUMES % REQ'D.
Storm Stor =
Temporary =
Permanent =
Total Volume
125906 (Cu.Ft.)
359628 (Cu.Ft.)
991440 (Cu.Ft.)
,476,974 (Cu.Ft.)
Min. Required Liner Thickness
Lagoon Surface Area (Inside TOD)
155,350 (Cu.Ft.)
373,570 (Cu.Ft.)
1,031,632 (Cu.Ft.)
-i 560; 552-(Cu.Ft.)
123.39%
103.88%
104.05%
105.66%
1.5 Ft
201,449 S.F.
Murphy Family Farms Engineernig P.O. Box 759, Rose Hill NC 28456 [phone]

Grower Alderman 2 & 3
Address: ' P. O. Box 759
Rose Hill, NC 28458
County: Dustin
Checked By: JNT
Date: 01 /15/97
ACTUAL DESIGN VOLUME CALCULATIONS
LAGOON STAGE —AREA VOLUMES
Elevation (FT.)
99.50
100.00
101.00
102.00
103.00
104.00
105.00
106.00
107.00
108.00
109.00
109.50
Contour
Area SF
151,390
153,731
158,471
163,278
168,152
173,092
178,098
183,171
188,310
193,516
198,788
201,449
2of7
Incr. Vol. (Cu. FT) Cumul. Vol. (Cu. FT
76,280
76,280
156;101
232, 381
160,875
393,256
165,715
558,971
170,622
729,593
175,595
905,188
180,635
1, 085;822
185,741
1,271,563
190,913
1,46Z476
196,152
1,658,628
100,059
1175s.687
These volumes were calculated using the vertical average end area method.
TOTAL REQD VOLUME: 1,476,974
CF
CUMULATIVE VOL
ZONE-VOL
105.66%
END PUMP = = = = > 105.70
FT
1,031,632 CF TR'MT
1,031,632
104.05%
START PUMP = = = > 107.70
FT
1,405,202 CF TEMP
373,570
103.88%
MAX STORAGE = = > 108.50
FT
1,560,552 CF STORM
155,350
123.39%
Murphy Family Farms Engineering
P.O. Box 759, Rose Hill NC 28458
(9 1o) 2s9--2 f 1 i

Murphy Family Farms Engineerng P.O. Box 759, Rose Hill NC 28458 [phone]

M
Grower: Alderman 2 & 3 Designed By: JHD
Address: P. O. Box 759 Checked By: JNT
Rose Hill, NC 28458 Date: 01/15/97
Countv: Duplin Sheet 4 of 7
Temporary Storage Volume: (Cont.)
Rainfall in Excess of Evaporation:
Vol.=(Lagoon Surface Area + Additional Drainage Area) * Rainfall / 12in./ft
Vol. = (201449 sq.ft + 0 sq.ft) * 7 in. /12 in./ft.
Total Required Volume for Rainfall in Excess of Evap. (cu.ft.)= 117,512
Storm Storage:
Vol.=(Lagoon Surf. Area + Addt'I Drainage Area) * 25Yr./24Hr. Storm(in) / 12in./tL
Vol. = (201449 sq.ft + 0 sq.ft.) * 7.5 in. /12 in./ft.
Total Required Volumefor 25Yr.-24Hr. Storm Event (cu.ft)= 125,906
°Heavy Rain' Storage:
Vol.=(Lagoon Surf. Area + Addt'I Drainage Area) * "Heavy Rain" F'dctdr'(in) / 12in./ft.
Vol.= (201449 sq.ft + 0 sq.ft.) * 0.0 in. /12 in./ft.
Total Required Volume for'Heavy Rain' (cu.ft.) = 0
(for Extended Periods of Chronic Rainfall)
Additional Water Storage:
No Additional Water Storage is Required
Total Required Storm Storage
(25 Yr. / 24 Hr. Storm + "Heavy Rain") = 125,906 (CU.FT)
Total Required Temporary Storage
(Manure Prod. + Excess Fr. Water + Rainfall Excess) = 359,628 (CU.FT)
Total Required Permanent Storage
(Treatment + Sludge) = 991,440 (CU.FT)
TOTAL REQUIRED VOLUME = 1476974 (CU.FT.)
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28456 (910) 269-21 i 1

Grower. Alderman 2 & 3
Address: P. O. Box 759
Rose Hill, NC 26458
Countv: Duolin
LAGOON DESIGN SUMMARY
Checked By: JNT
Date: 01 /15/97
Sheet 5 of 7
Top of Dike Elevation ---------------------
Emergency Spillway Crest Elevation - - - - - - - - - - - - - - - - - - -
Top of 25 yr/24 hr Storm Storage ---------------------
Top of °Heavy Rain" Storage -------------------
Start Pump Elevation --------------------
End Pump Elevation -------------------
Top of Sludge Storage - - - - - - - - - - - - - - - - - - -
Seasonal High Watertable Elev. ---------------------
Finished Bottom Elevation -------------------
Inside Top Length -------------------
Inside Top Width -------------------
Side Slopes -------------------
Lagoon Surface Area --------------------
Min. Liner Thickness (if required) -------------------
Freeboard Depth --------------------
Temporary Storage Period - - - - - - - - - - - - - - - - - - -
Zone Depths:
109.50 FT.
Not Applicable
108.50 FT.
Not Applicable
107.70 FT.
105.70 FT.
Not Applicable
-101-.20 FT.
99.50 FT.
Not Applicable
Not Applicable
3:1 H:V
201,449 SF
1.5 FT.
1.00 FT.
180 Days
TOTAL DESIGN VOLUME = 1560552 (CU.FT_)
Treatment/ Sludge Storage Zone Depth -----------
Temporary Storage Zone Depth -----------
Freeboard / Storm Storage Zone Depth - -- - - - - - - - -
1
6.2 FT.
2.0 FT.
1.8 FT.
0.0 FT.
Murphy Family Farms Engineeraig P.Q. Box 759,, Rase Hill NC 28456 (910) 289-211 f

Grower: Alderman 2 & 3
Address: P. O. Box 759
Rose Hill, NC 28458
County: Du iin
Designed By:
Checked By:
Date:
Sheet 6 of 7
JHD
JNT
01/15/97
ZONE ELEVATIONS
TOP OF DIKE ELEV - 109.50
/ 1
TOP OF STORM ELEV = 108.50
1
1
1 1
1
1
1
1
1
1
STRT PM EL.= 107.70 1
TOP OF TEMP STORAGE ELEV = 107.70
J
1
1
END PMP EL. = 105.70 j
TOP OF TREAT ELEV = 105.70
J SHWT = 101.20
1
1
1
/
1
1
FINISHED BOTTOM ELEV = 99.50
I
f f
Murphy Family Farms Engineering
P.O. Box 759, Rose Hill NC 28458
(910) 289--2111

Address: , P. O. Box 759
Rose Hill, NC 28458
Checked By:
Date:
JNT
01 /15/97
7of7
This livestock waste treatment lagoon is designed in accordance with the North Carolina
Natural Resources Conservation Service PRACTICE STANDARD 359— WASTE TREATMENT
LAGOON, revised prior to June, 1996.
Emergency Spillway:
An Emergency Spillway is not required.
NOTE: See attached Waste Utilization
okkCAR li ,
DESIGNED:
_ •
SEAL =
DATE: Ef 17tq7
a 149855 ;
I_
COMMENTS: The lagoon has been designed
'�tll +nut
as an irregular shape.
Actual contour areas taken from the lagoon design are used to calculate
the surface area and storage volume characteristics of the lagoon.
This approach insures that rainfall capture on the lagoon is fully
accounted for and that storage volumes calculated represent actual
conditions regardless of the shape.
Mumhv Familv Farms Fnalneerma P_ O_ Rax 759. Rose
28458
l91n1 289-2111

GROWER: Alderman 2 & 3 DESIGNED BY: JHD
ADDRESS_: P.O. Box 759 CHECKED BY: JNT
Rose Hill, NC 28458 DATE: 01/15/97
COUNTY: Duplin SHEET 1 OF 2
OPERATION AND MAINTENANCE PLAN
This lagoon is designed for waste treatment (permanent storage) and 180 days_of
temporary storage. The time required for the planned fluid level (permanent and
temporary storage) to be reached may vary due to site conditions, weather, flushing
operations, and the amount of fresh water added to the system.
The designed temporary storage consists of 180 days of temporary storage for:
(1) manure production of animals, (2) excess fresh water storage, (3) rainfall in
excess of evaporation, (4) storage for the 25 year / 24 hour storm for the location,
(5) and, if applicable, an additional "heavy rain" storage volume for chronic rainfall
events. Allocation for any additional fresh water usage is also included in the
temporary storage. The volume of waste generated from a given number of animals
will be fairly constant throughout the year, but excess rainfall will vary from year to year.
The 25 year rainfall will not be a factor to consider in an annual pumping cycle; but
this storage volume must always be available.
A staff gauge must be installed in the lagoon that indicates the start pumping and stop
pumping levels. The start pumping level is the maxium liquid level under normal operating
conditions. The stop pumping level is the minimum liquid level under normal
operation to maintain required treatment volume and depth. Pumping can be started
and stopped anywhere between these two elevations for operating convenience as site
conditions permit, such as weather, soils, crop, and equipment in order to apply waste -
without runoff or leaching. However, it is recommended that the lagoon be kept
pumped down as much as possible.
Land application of wastewater is recognized as an acceptable method of disposal.
Methods of application include solid set, center pivot, guns, and traveling guns. Care
should be taken when applying waste to prevent damage to crops.
The following items are to be carried out:
1. It is required that the treatment lagoon be precharged to one—half the treatent volume
or as otherwise specified on the lagoon design drawings before wastes are introduced.
The purpose is to prevent excessive odors during start—up. Precharging reduces the
concentration of the initial waste entering the lagoon thereby reducing odors. Solids should
be covered with effluent at all times. When precharging is complete, flush buildings with
recycled lagoon liquid. Fresh water should not be used for flushing after initial filling.
2. The attached Waste Utilization Plan shall be followed. The plan recommends
sampling and testing of waste b-sfore land application.
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28456 [phone]

GROWER: Alderman 2 & 3 DESIGNED BY: JHD
ADDRESS:' P. O. Box 759 CHECKED BY: JNT
Rose Hill, NC 28458 DATE: 01/15/97
COUNTY: Duolin . SHEET 2 OF 2
3. Begin temporary storage pump —out of the lagoon when the fluid level reaches the
elevation 107.70 as marked by the staff gauge. Stop pump —out when the fluid level
reaches elevation 105.70. This temporary storage, less 25 year / 24 hour storm,
contains 373570 cubic feet or 2794303 gallons.
4. The recommended maximum amount to apply per irrigation is one (1) inch and the
recommended maximum application rate is 0.3 inches per hour. Refer to the waste
utilization plan for further details.
5. Keep vegetation on the embankment and areas adjacent to the lagoon mowed
annually. Vegetation should be fertilized as needed to maintain a vigorous stand.
6. Repair any eroded or damaged areas and establish in vegetation. - —
7. All surface runoff is to be diverted from the lagoon to stable outlets.
8. Keep a minimum of 25 feet of grass vegetated buffer around waste utilization
fields adjacent to perennial streams. Waste will not be applied in open ditches.
Do not pump within 200 feet of a residence or within 100 feet of a well. Waste shall
be applied in a manner such that waste will not reach other property and public
rights —of —way.
9. The Clean Water Act of 1977 prohibits the discharge of pollutants into waters
of the United States. Waste shall not be discharged into surface waters, drainageways,
or wetlands by either discharge or by over —spraying. The Department of Environment,
Health, and Natural Resources, Division of Environmental Management,
has the -responsibility for enforcing this law.
Murphy Family Farms Engineefing P.O. Box 759, Rose Hill NC 28456 [phone]

GROWER: Alderman 2 & 3 DESIGNED BY: JHD
ADDRESS: P. O. Box 759 CHECKED BY: JNT
Rose Hill, NC 28458 DATE: 01/15/97
COUNTY: Dgplin ___ SHEET 1 OF 3
SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
FOUNDATION PREPARATION:
The foundation area of the lagoon embankment and building pad shall be cleared of
trees, logs, stumps, roots, brush, boulders, sod, and rubbish. Satisfactory disposition
will be made of all debris. The topsoil from the lagoon and pad area should be stripped
and stockpiled for use on the dike and pad areas. After stripping, the foundation area
of the lagoon embankment and building pad shall be thoroughly loosened prior to placing
the first lift of till material to get a good bond.
EXCAVATION AND EARTHFILL PLACEMENT
The completed excavation and earthfill shall conform to the lines, grades, and elevations
shown on the plans. Earthfill material shall be free of material such as sod, roots, -frozen
soil, stones over 6 inches in diameter, and other objectionable material. To the extent they
are suitable, excavated material may be used as fill. The fill shall be brought up in
approximately horizontal layers not to exceed 9 inches in thickness when loose and prior
to compaction. Each layer will be compacted by complete coverage with the hauling and
spreading equipment or standard tamping roller or equivalent method. Compaction will
be considered adequate when fill material is observed to consolidate to the point that
settlement is not readily detectable. NOTE THE SPECIAL REQUIREMENTS FOR
PLACEMENT OF LINERS IN THE LINER SECTION OF THIS SPECIFICATION.
The embankment of the lagoon shall be installed using the more impervious materials from
the required excavations. Construction of fill heights shall include 5 percent for settlement
Dikes over 15 feet in height with an impoundment capacity of 10 acre—feet or more fall
under the jurisdiction of the NC Dam Safety Law and require permitting by the NC Dept of
Environment, Health and Natural Resources, Land Quality Section. The height is defined
as the difference in elevation from the constructed height to the downstream toe of the dike.
Precautions shall be taken during construction to prevent excessive erosion and
sedimentation.
LINER:
THE MINIMUM REQUIRED CLAY LINER THICKNESS SHALL BE 1.5 FT.
NOTE: LINERS (PARTIAL OR FULL) ARE REQUIRED WHEN INDICATED ON THE
DRAWINGS OR WHEN MATERIAL IS ENCOUNTERED DURING CONSTRUCTION THAT
WILL NOT PROVIDE THE PERMEABILITY LIMITS AS STATED LATER IN THIS SECTION.
SUCH MATERIAL IS CONSIDERED UNSUITABLE WITH RESPECT TO LINING. A TYPICAL
CROSS SECTION OF THE LINER IS INCLUDED IN THE DRAWINGS WHEN LINERS
ARE REQUIRED.
Murphy Family Farms Engineering P.O. Box 759, Hose Hill NC 26458 [phone]

GROWER: Alderman 2 & 3
ADDRESS; P. 0. Box 759
Rose Hill, NC 28458
COU
]ESIGNED BY:
CHECKED BY:
DATE:
JNT
01 /15/97
20173
When areas of unsuitable material are encountered, they will be overexcavated below
finish grade to the specified depth as measured perpendicular to the finish grade. The
foundation shall be backfilled as specified to grade with a material approved by -the
engineer or his representative.
REFER TO THE DRAWINGS FOR SPECIAL CONSIDERATIONS.
Soil liner material shall come from an approved borrow area. The minimum moisture
content of the liner material shall be optimum moisture content which relates to that
moisture content when the soil is kneaded in the hand it will form a ball which does not
readily separate. Water shall be added to borrow as necessary to insure proper moisture
content during placement of the line. The moisture content of the liner material shall not
be less than optimum moisture content during placement. The maximum moisture
content relates to the soil material being too wet for efficient use of hauling equipment and
proper compaction. Proper compaction of the liner includes placement in 9 inch lifts and
compacted to at least 95 percent of the Standard Proctor Maximum Dry DensKy
(ASTM D698) of the liner material. When smooth or hard, the previous lift shall be scarified
and moistened as needed before placement of the next lift.
The single most important factor affecting the overall compacted permeability of a clay
liner, other than the type of clay used for the liner, is the efficient construction processing
of the compacted liner. The sequence of equipment in an established pattern helps
assure uniformity in the entire placement and compaction process. For most clay soils, a
tamping or sheepsfoot roller is the preferred type of compaction equipment.
In accordance with NRCS South National Technical Center (SNTC) Technical Note 716
(revised September 1993) the maximum allowable specific discharge of the liner is
1.0 x 10 . cm/sec. This specific discharge is dependant on the permeability of the
liner material, the liner thickness, and the hydrostatic pressure on the liner. With the
minimum required liner thickness stated earlier and the maximum liquid depth in the
lagoon, the maximum permeability of the compacted liner is 1.25 x 10-6cm/sec. Upon
completion of the liner, undisturbed samples will be taken and tested for actual
permeability. Any permeability tests indicating a higher permeability than stated above
will be considered as failing. Failing tests will require recompaction of the liner material
and retesting.
For lagoons being built in soils which do not require clay lining the same permeability
requirements apply as for clay liners and testing of the in —situ material will be conducted.
During the excavation process, soils at the excavated surface are loosened as adjacent
material is being removed. As a result, the permeability of these surface soils is increased.
To insure proper compaction and minimum soil permeability, when lagoon excavation is
complete the inner side slopes and bottom shall be rolled thoroughly prior to testing.
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28458 [phone]

GROWER: Alderman 2 & 3 DESIGNED BY: JHD
ADDRESS; P. O. Box 759. CHECKED BY: JNT
Rose Hill, NC 28458 DATE: 01/15/97
COUNTY: Duplin SHEET 3 OF 3_
The soil liner shall be protected from scour produced by the discharge from waste outlet
pipes. This can be done by using some type of energy dissipator: concrete flumes,
concrete blocks laid tightly together, or using flexible pipe outlets on waste pipes.
Alternatives to soil liners are synthetic liners and bentonite sealant. When these are
specified, additional construction specifications are included with this Construction
Specification or are shown on the drawings.
CUTOFF TRENCH:
A cutoff trench shall be constructed under the embankment area when called for in the
notes on the drawings or as shown on a typical cross section on the drawings. The final
dimensions of the cutoff trench shall be determined by observation of the foundation
materials during construction. - - --
VEGETATION:
All exposed embankment and other bare constructed areas shall be seeded to the
planned type of vegetation as soon as possible after construction according to the
seeding specifications. Topsoil, if available on site should be placed on areas of the dike
and pad to be seeded. Temporary seeding or mulch shall be used if recommended
permanent vegetation is out of season dates for seeding. Permanent vegetation should
be established as soon as possible during the next period of approved seeding dates.
REMOVAL OF EXISTING TILE DRAINS:
An observation trench shall be dug along the perimeter of the lagoon 25.feet outside the
proposed embankment toe to verify that no subsurface drain tile lines are present in the
lagoon area The trench shall be dug'to a minimum depth of five feet -and shall have a width
adequate to accommodate equipment used for backfill and compaction. Trench side
slopes shall be 1:1 or flatter. Trench backfill shall be compacted as stated in the
EXCAVATION AND EARTHFILL PLACEMENT section of the specification.
When the drains are encountered, the tile will be removed to a minimum of 25 feet beyond
the outside toe of slope of the dike. The tile trench shall be backfilled and compacted with
material approved by the engineer or his representative. Tile drains that are removed
shall be either capped off or rerouted around the lagoon, as directed by the engineer or .
his representative.
SAFETY AND HEALTH REQUIREMENTS:
All operations shall be carried out in a safe, skillful, and workmanlike manner. All safety and
health regulations shall be observed and appropriate personal safety and health measures
used at all times during construction.
Murphy Family Fauns Engineerh7g P.O. Box 759, Rose Hill NC 28458 [phone]

GROWER: Alderman 2 & 3 DESIGNED BY: JHD
ADDRESS: 'P. O. Box 759 CHECKED BY: JNT
Rose Hill, NC 28458 DATE: 01/15/97
COUNTY: Duolin SHEET 1 OF 1
SEEDING SPECIFICATIONS
ACREAGE TO BE SEEDED: 4.5 ACRES
USE THE SEED MIXTURE INDICATED AS FOLLOWS:
270 LBS. FESCUE GRASS AT 60 LBS./ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 1 TO NOVEMBER 30
FEBRUARY 1 TO MARCH 30
135 LBS. RYE GRAIN AT 30 LBS./ACRE (NURSERY FOR FESCUE)
270 LBS. 'PENSACOLA' BAHIA GRASS AT 60 LBS./ACRE _
(SEE FOOTNOTE NUMBER 1)
SEEDING DATES: MARCH 15 TO JUNE 15
36 LBS. HULLED COMMON BERMUDA GRASS AT 8 LBS./ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO'JULY 31
45 LBS. UNHULLED COMMON BERMUDA GRASS AT 10 LBS./ACRE
SEEDING DATES: JANUARY 1 TO MARCH 30
180 LBS. RYE GRASS AT 40 LBS./ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
APPLY THE FOLLOWING:
4500 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE)
9 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
450 BALES OF SMALL GRAIN STRAW (100 BALES/ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE ALL
DISTURBED AREAS IMMEDIATELY AFTER EARTH MOVING IS COMPLETED.
APPLY LIME AND FERTILIZER THEN DISK TO PREPARE A 3 TO 4 INCH SMOOTH
SEEDBED. APPLY SEED ANDFIRM SEEDBED WITH A CULTIPACKER OR SIMILAR
DEVICE. APPLY MUCH AND SECURE WITH AN ANCHORING TOOL OR NETTING.
1. PENSACOLA BAHIA GRASS IS SLOWER TO ESTABLISH THAN COMMON
BERMUDA GRASS. WHEN USING BAHIA, IT IS RECOMMENDED THAT 8
LBS./ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER UNTIL
BAHIA GRASS IS ESTBLISHED.
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28458 [phone]

QROWER: Alderman 2 & 3 DESIGNED BY: JHD
ADDRESS; P.O. Box 759 CHECKED BY: JNT
Rose Hill, NC 28458 DATE: 01/15/97
COUNTY: Duolin _ SHEET 1 OF 2
Emergency Action Plan
Using this outline as guidance, you should develop a specific emergency action plan for your
waste handling system.. This plan will be implemented in the event that wastes from your
operation are leaking, overflowing, or running off the site. You should NOT wait until wastes
reach surface water or leave your property to consider that you have a problem. You should
make every effort to ensure that this does not happen. This plan should be available to all
employees at the facility, as accidents, leaks, and breaks could happen at any time. Your
plan should follow this format:
1. Stop the release of wastes. Depending. on the situation, this may or may not be
possible. Suggested responses to problems are listed below:
A. Lagoon overflow —possible solutions are: —
add soil to berm to temporarily increase elevation of dam —any permanent
alteration of the dam should be approved by a qualified professienal-engineer
or qualified technical specialist
pump wastes to field at an acceptable rate
stop all additional flow to the lagoon (waters) --hold waste in house if possible
call a pumping contractor
make sure no surface water is entering lagoon
NOTE: The above listed activities should be started when your lagoon level has exceeded
the temporary storage level.
B. Runoff from waste application field —actions include:
immediately stop waste application
create a temporary diversion or berm to contain the waste_ on the field
incorporate waste to reduce further runoff
C. Leakage from the waste distribution system:
pipes and sprinklers —actions include:
stop recycle (flushing system) pump
stop irrigation pump
close valves to eliminate further discharge
separate pipes to create an air gap and stop flow
flush system, houses, solids separators —actions include.
— stop recycle (flushing system) pump
— stop irrigation pump
— make sure no siphon effect has been created
- separate pipes to create an air gap and stop flow
D. Leakage from base or sidewall of lagoon. Often these are seepage as opposed to
flowing leaks —possible action*:
dig a small well or ditch to catch all seepage,put in a submersible
pump, and pump back into lagoon
if holes are caused by burrowing animals, trap or remove animals and
fill holes and compact with a clayey soil
other holes may be likewise temporarily plugged with clay_sc4
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28458 [phone]

2 & 3 DESIGNED BY: JHD
ADDRESS"'P. O. Box 759 CHECKED BY: - JNT
Rose Hill, NC 28458 DATE: 01/15/97
COUNTY: Duplin SHEET 2 OF 2 _
*Lagoon problems require the consultation of an individual experienced in the
design and construction of lagoons for permanent repair measures.
2. Assess the extent of the spill and note any obvious damages.
A. Did the waste reach any surface water?
B: Approximately how much was released and for what duration?
C. Any damage noted, such as employee injury, fish kills, or property damage?
3. Contact appropriate agencies.
B. During noral business hours, call your DE regional office, at 910-395-3900
after hours, emergency number. 910-733-3942. Your phone call should
include: your name, facility, telephone number, the details of incident from
item 2 above, the exact location of the facility, and the location or direction
of movement of the spill, weather and wind conditions, what corrective -
measures have been under taken, and the seriousness of the situation.
C. If spill leaves, or is likely to leave, property or enters surface waters, -call --
local emergency management service (EMS)at 910-296-2160.
D. Instruct EMS to contact local Health Department.
E. Contact local Soil and Water Conservation District Natural Resources Conservation
Service office at 910-296-2121 for advice/technical assistance.
910-296-2143 for advice/technical assistance.
A. Contact Murphy family Farms Land and Nutrient Manageent Departent at 910-
289-2111 for advice/technical assistance.
4. Implement procedures as advised by DEM and, technical assistance agencies to rectify
the damage, repair the system, and reassess the waste management plan to keep .-
problems with release of wastes from happening again.
DUPLIN COUNTY COOPERATIVE EXTENSION SERVICE
PO BOX 458, KENANSVILLE, NC 28349
910— 296-- 2143
DUPLIN COUNTY SOIL AND WATER CONSERVATION DISTRICT
NATURAL RESOURCES CONSERVATION SERVICE
PO BOX 277, KENANASVILLE, NC 28349
910-296-2121
DUPLIN COUNTY EMERGENCY MANAGEMENT SYSTEM
PO BOX 909, KENANASVILLE, NC 28349
910— 296— 2160
DIVISION OF ENVIRONMENTAL MANAGEMENT
127 CARDINAL DRIVE EXT
WILMINGTON, NC 28405 — 3845
910-395-3900
Murphy Family Farms Engineering - P.O. Box 759, Rose Hill NC 28458 [phone]

;animal Waste ti-lanagerrient^,plan CertiFcation
tPlease tvoe or print all inf )rmatinn Chat does not =UiN a Si°n_EUM)
-xistin,-0r-'.w `Fe,+'. or Expanded := (Rlease circle ore)
General information: :-
tia:rle of Farm �tY-:,�-1n - '�1�2+!q�na�. , . oar V-A Fadiicy
Own 4a_(,$) Name:--nL-rVcr i-a.,rw. s _ F hcae No: 53A-alp I co
VIailln a Address: _ 11 Pck 1�; l 1 c- ZVySY
Farm Locarion: Councy Fan is located in: 9�'�1 n
Latitude =%nd Lon2icude: 3�u `-62 1qIncev `` � `�� • �r;lcor: {��o��r�-e,r S
Plus: a tar c'h a copy of a county road map wick locadoa idenLifted and describe below (Be soccitic: road
nart es, directions, milepost, etc.): Cw-I,.s 1 ��Y,n Ie;4-o,�
5 LL . Gl- or.
Oneration Descriotion:
T:):,e Ol jtiL fne No. o adnials
Wean to F er
Zxtz!d'er co Fin ish--
_! Farr -taw d0 We=
to
d0 F iriSh
True of ?Jttlrl
r t Later
� Pullets
NO. O,f .z,timals
T _ :e Rr Carrie Xa. of Aninrcls
Orher Tvpr of Li esroct: we?:rOr: Udrfx, ?s:
M.
E y
tip _
r: �. _� :� -,�v r`ah �C(iC'^' .. v. -- e ��::.,riC{Cttfl/�rrC. �CYT?I*+e:Iiit'�. ? : h 1 .�'lr�i.r��.?7! T,i.CC!R.'� • � �
Ac.=„e — vailablt For Appl;Czdcc 105 -Ao Required Ae=age: 1 a 5. 0
Nermbar cf L =dons / Storage ?ends:�_ Total Canac::-r: 3 514,B4I Cubic
r
:Are sub —surface drains present onfare: M or ti0 (plc=e circfe one-)
If ZS _ a_-_ subsurface drains 7r<eat in the area of the LAG OON or SPRAY FIELD (ples: c,`.e ore)
.................,.;.:..,.n�.,..,,.....,.,,.,.;_,.,...,. .:.,.,.,.,.r,., ,.,.��=��.r,..,.....r.,......,.,.,...,......,;.xx,:�;.:�x,�;.x
ONvner / Manager Agreement
I («e: t-e" fv that all rte abov,- infoanacion is ca=ct and w-iIl be ui�"1 4c,:d upc1n cfisn_ilrs. i (w,-' und.:s-=d the opd1atiOn
ar:d zzain.:.-nancz procedures esr:blishe_' in the aooroved anim.11 waste management plan !br:-.e _-:1 z^.a z i above and
Lmple-teed these procs•!ures. I (we) a3ow that any I'xCansion to dne existing design ca^ac,y of die wa;iz treatment acid
sco as_ s stern or consult: -;on of re:v facilities will rauire a new cerri[ication to ec subt`ut=_ to the Division of
e:.tir„tn.^:ertai N(anagt!mt-ic l cfbn the n.w animals are stocked. I (we) undo -stand dh--c tree r:tst be ao discliarze of
sni.-- al %value from the s,orase or application system to surac_ V acers of tint state a: ^.c: dir_cdy ti rough a man-c:ade
conve anc_ or from a storM�c :^t less severe than dine 27-year. 2-hour storm and c.".e~ :huge not :c rtn-+off from di:-
ace(icat:c;n of animal waste. I (we) undersmnd drat run-off of Follucsrlts from loungim,' ara! Mary use areas must be
minimized using technical standards de eioccd by the `facu^t Resoure_s Consen-at:on Ser.:c__ The aeprut-ed plan will bz
filed at t=e farm and at the ot:ict of the local Soil and Wacer Conser- adion District. I (re) c-o- that env modification
rrtusz be aooraved by a tect;uL.I specialist and st;bmitced to t`ae Soil and water Conser:adca District prior to
Lmvitme nczdon. A cbange in lard o vne:shin requires written notification to DEM or a ava c.:iiic_don (if dhe appruve-'
pia_, is ca^ ^end) wittan 66 days of a rule transfen
tiam,e of Land Owner : VA
Signzru: e:
i ar ; e of N to ;er(if d:c .. e.-,t from owner):
Si -2nacure:
DaEa:
AVVC -- Auguit 1. 1')97 1

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LAGOON SITE SOILS INVESTIGATION
PROJECT: SM, ram[ �COUNTY:
FIELD INVESTIGA11ON Br. X'a DATE:
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'' NG / SAMPLING METHOD: 7�'�eKNoE SIGNATURE:

.LAGOON SITE SOILS INVESTIGATION
PROJECT: s�," FA COUNTY:
FIELD INVESTIGATION BY: /lc,J DATE: y/i f 9G
SITE SKETCH
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BORING/ SAMPLING METHOD:-r�A���, p� SIGNATURE:

GROWER: Smith & Alderman 1 DESIGNED BY: JHD
ADDRESS: P. O. Box 759 CHECKED BY: JNT
Rose Hill, NC 28458 DATE: 01/15/97
COUNTY: Dur)lin SHEET 1 OF 3
SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
FOUNDATION PREPARATION:
The foundation. area of the lagoon embankment and building pad shall be cleared of
trees, logs, stumps, roots, brush, boulders, sod, and rubbish. Satisfactory disposition
will be made of all debris. The topsoil from the lagoon and pad area should be stripped
and stockpiled for use on the dike and pad areas. After stripping, the foundation area
of the lagoon embankment and building pad shall be thoroughly loosened prior to placing
the first lift of fill material to get a good bond.
EXCAVATION AND EARTHFILL PLACEMENT
The completed excavation and earthfill shall conform to the lines, grades, and elevations
shown on the plans. Earthfiil material shall be free of material such as sod, roots, frozen
soil, stones over 6 inches in diameter, and other objectionable material. To the extent they
are suitable, excavated material may be used as fill. The fill shall be brought up in
approximately horizontal layers not to exceed 9 inches in thickness when loose and prior
to compaction. Each layer will be compacted by complete coverage with the hauling and
spreading equipment or standard tamping roller or equivalent method. Compaction will
be considered adequate when fill material is observed to consolidate to the point that
settlement is not readily detectable. NOTE THE SPECIAL REQUIREMENTS FOR
PLACEMENT OF LINERS IN THE LINER SECTION -OF THIS SPECIFICATION.
The embankment of the lagoon shall bd installed using the more impervious materials from
the required excavations. Construction of fill heights shall include 5 percent for settlement
Dikes over 15 feet in height with an impoundment capacity of 10 acre—feet or more fall
under the jurisdiction of the NC Dam Safety Law and require permitting by the NC Dept of
Environment, Health and Natural Resources, Land Quality Section. The height is defined
as the difference in elevation from the constructed height to the downstream toe of the dike.
Precautions shall be taken during construction to prevent excessive erosion and
sedimentation.
LINER:
THE MINIMUM REQUIRED CLAY LINER THICKNESS SHALL BE 1.6 FT.
NOTE: LINERS (PARTIAL OR FULL) ARE REQUIRED WHEN INDICATED ON THE
DRAWINGS OR WHEN MATERIAL IS ENCOUNTERED DURING CONSTRUCTION THAT
WILL NOT PROVIDE THE PERMEABILITY LIMITS AS STATED LATER IN THIS SECTION.
SUCH MATERIAL IS CONSIDERED UNSUITABLE WITH RESPECT TO LINING. A TYPICAL
CROSS SECTION OF THE LINER IS INCLUDED IN THE DRAWINGS WHEN LINERS
ARE REQUIRED.
Murphy Family Farms Engineering P.O. Box 759, Rase Hill NC 28458 [phone]

tf � �i � ,.�M. ;. t. �• i - .F"sa-ems. . r ��t��;�,�b,"iT
GROWER: Smith & Alderman 1 DESIGNED BY: JHD , .
ADDRESS: P. O. Box 759 CHECKED BY: - JNT
Rose Hill, NC 28458 DATE: 01/15/97
COUNTY: Duolin SHEET 2 OF 3
When areas of unsuitable material are encountered, they will be o_verexcavated below
finish grade to the specified depth as measured perpendicular to the finish grade. The
foundation shall be backfilled as specified to grade with a material approved by the
engineer or his representative.
REFEH -w THE DRAWINGS FOR SPECIAL CON&DERW, iONS.
Soil liner material shall come from an approved borrow area The minimum moisture
content of the liner material shall be optimum moisture content which relates to that
moisture content when the soil is kneaded in the hand it will form a ball which does not
readily separate. Water shall be added to borrow as necessary to insure proper moisture
content during placement of the liner. The moisture content of the liner material shall not
be less than optimum moisture content during placement. The maximum moisture
content relates to the soil material being too wet for efficient use of hauling equipment and
proper compaction. Proper compaction of the liner includes placement in 9 inch lifts and
compacted to at least 95 percent of the Standard Proctor Maximum Dry Density
(ASTM D698) of the liner material. When smooth or hard, the previous lift shall be scared
and moistened as needed before placement of the next lift.
The single most important factor affecting the overall compacted permeability of a clay
liner, other than the type of clay used for the liner, is the efficient construction processing
of the compacted liner. The sequence of equipment in an established pattern helps
assure uniformity in the entire placement and compaction process. For most clay soils, a
tamping or sheepsfoot roller is the preferred type of compaction equipment.
In accordance with NRCS South National Technical Center (SNTC) Technical Note 716
(revised September 1993) the maximum allowable specific discharge of the liner is
1.0 x 10-5 cm/sec. This specific discharge is dependant on the permeability of the
liner material, the liner thickness, and the hydrostatic pressure on the liner. With the
minimum required liner thickness stated earlier and the maximum liquid depth in the
lagoon, the maximum permeability of the compacted liner is 1.25 x 10-6cm/sec. Upon
completion of the liner, undisturbed samples will be taken and tested for actual
permeability. Any permeability tests indicating a higher permeability than stated above
will be considered as failing. Failing tests will require recompaction of the liner material
and retesting.
For lagoons being built in soils which do not require clay lining the same permeability
requirements apply as for clay liners and testing of the in -situ material will be conducted.
During the excavation process, soils at the excavated surface are loosened as adjacent
material is being removed. As a result, the permeability of these surface soils is increased.
To insure proper compaction and minimum soil permeability, when lagoon excavation is
complete the inner side slopes and bottom shall be roiled thoroughly prior to testing.
Murphy Family Farms Engineering P.O. Box 759, Rose HAI NC 28456 (910) 289-2 i i i

ADDRESS: P.O. Box 759
Rose Hill, NC 28458
UNTY: Duolin
CHECKED BY: JNT
DATE: 01 /15/97
SHEET 3 OF 3
The soil liner shall be protected from scour produced by the discharge from waste outlet
pipes. This can be done by using some type of energy dissipator: concrete flumes,
concrete blocks laid tightly together, or using flexible pipe outlets on waste pipes.
Alternatives to soil liners are synthetic liners and bentonite sealant. When these are
a}�c� kiicU, clue- aioi lai consiructon specfcations are included with this Construction
Specification or are shown on the drawings.
CUTOFF TRENCH:
A cutoff trench shall be constructed under the embankment area when called for in the
notes on the drawings or as shown on a typical cross section on the drawings. The final
dimensions of the cutoff trench shall be determined by observation of the foundation
materials during construction.
VEGETATION:
All exposed embankment and other bare constructed areas shall be seeded to the
planned type of vegetation as soon as possible after construction according to the
seeding specifications. Topsoil, if available on site should be placed on areas of the dike
and pad to be seeded. Temporary seeding or mulch shall be used if recommended
permanent vegetation is out of season dates for seeding. Permanent vegetation should
be established as soon -as possible during the next period of approved seeding dates.
REMOVAL OF EXISTING TILE DRAINS:
0-
An observation trench shall be dug along the perimeter of the lagoon 25 feet outside the
proposed embankment toe to verify that no subsurface drain tile lines are present in the
lagoon area The trench shall be dug to a minimum depth of five feet and shall have a width
adequate to accommodate equipment used for backfill and compaction. Trench side
slopes shall be 1:1 or flatter. Trench backfill shall be compacted as stated in the
EXCAVATION AND EARTHFILL PLACEMENT section of the specification.
When tile drains are encountered, the tile will be removed to a minimum of 25 feet beyond
the outside toe of slope of the dike. The tile trench shall be backflled and compacted with
material approved by the engineer or his representative. Tile drains that are removed
shall be either capped off or rerouted around the lagoon, as directed by the engineer or
his representative.
SAFETY AND HEALTH REQUIREMENTS:
All operations shall be carried out in a safe, skillful, and workmanlike manner. All safety and
health regulations shall be.observed and appropriate personal safety and health measures
used at all times during construction.
Murphy Family Farms Engineerhg P.O. Box 759, Rose Hill NC 28458 . [phone]

GROWER: Smith Alderman 1 DESIGNED BY: JHD
ADDRESS: P. O. Box 759 CHECKED BY: JNT
Rose Hill, NC 28458 DATE: 01/15/97
COUNTY: Duolin SHEET 1 OF 1
SEEDING SPECIFICATIONS
ACREAGE TO BE SEEDED: 6.0 ACRES
USE THE SEED %,,,:-,.-jr URE INDICATED AS FOLLOWS:
360 LBS. FESCUE GRASS AT 60 LBSJACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 1 TO NOVEMBER 30
FEBRUARY 1 TO MARCH 30
180 LBS. RYE GRAIN AT 30 LBS./ACRE (NURSERY FOR FESCUE)
360 LBS. 'PENSACOLA' BAHIA GRASS AT 60 LBS./ACRE
(SEE FOOTNOTE NUMBER 1)
SEEDING DATES- MARCH 15 TO JUNE 15
48 LBS. HULLED COMMON BERMUDA GRASS AT 8 LBS./ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
60 LBS. UNHULLED COMMON BERMUDA GRASS AT 10 LBS./ACRE
SEEDING DATES: JANUARY 1 TO MARCH 30
240 LBS. RYE GRASS AT 40 LBS./ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
APPLY THE FOLLOWING:
6000 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE)
12 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
600 BALES OF SMALL GRAIN STRAW (100 BALESIACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE ALL
DISTURBED AREAS IMMEDIATELY AFTER EARTH MOVING IS COMPLETED.
APPLY LIME AND FERTILIZER THEN DISK TO PREPARE A 3 TO 4 INCH SMOOTH
SEEDBED. APPLY SEED ANDFIRM SEEDBED WITH A CULTIPACKER OR SIMILAR
DEVICE. APPLY MUCH AND SECURE WITH AN ANCHORING TOOL OR NETTING.
1. PENSACOLA BAHIA GRASS IS SLOWER TO ESTABLISH THAN COMMON
BERMUDA GRASS. WHEN USING BAHIA,.IT IS RECOMMENDED THAT 8
LBS./ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER UNTIL
BAHIA GRASS IS ESTBLISHED.
Murphy Family Farms Engineer*7g P.O. Box 759, Rose Hill NC 28458 [phone]

GROWER:
Smith & Alderman 1
DESIGNED BY:
JHD
ADDRESS:
P. O. Box 759
CHECKED BY:
JNT
Rose Hill, NC 28458
DATE:
01/15/97
COUNTY:
Dublin
SHEET 1 OF 2
Emergency Action Plan
Using this outline as guidance, you should develop a speck emergency action plan for your
waste handling system.. This plan will be implemented in the event that wastes from your
operation are leaking, c:vsrflowing, or running off the site. You should NOT wait until wastes
reach surface water or leave your property to consider that you have a problem. You should
make every effort to ensure that this does not happen. This plan should be available to all
employees at the facility, as accidents, leaks, and breaks could happen at any lime. Your
plan should follow this format:
1. Stop the release of wastes. Depending on the situation, this may or may not be
possible. Suggested responses to problems are listed below:
A. Lagoon overflow —possible solutions are:
add soil to berm to temporarily increase elevation of dam —any permanent
alteration of the dam should be approved by a qualified professional engineer
or qualified technical specialist
pump wastes to field at an acceptable rate
stop all additional flow to the lagoon (waters) --hold waste in house if possible
call a pumping contractor
make sure no surface water is entering lagoon
NOTE: The above listed activities should be started when your lagoon level has exceeded
the temporary storage level.
B. Runoff from waste application field —actions include:
immediately stop waste application
create a temporary diversion or berm to contain the waste on the field
incorporate waste to reduce further runoff
C. Leakage from the waste distribution system:
pipes and sprinklers —actions include:
— stop recycle (flushing system) pump
— stop irrigation pump
— close valves to eliminate further discharge
— separate pipes to create an air gap and stop flow
flush system, houses, solids separators —actions include:
stop recycle (flushing system) pump
— stop irrigation pump
make sure no siphon effect has been created
separate pipes to create an air gap and stop flow
D. Leakage from base or sidewall of lagoon. Often these are seepage as opposed to
flowing leaks —possible action*:
dig a small well or ditch to catch all seepage,put in a submersible
pump, and pump back into lagoon
if holes are caused by burrowing animals, trap or remove animals and
fill holes and compact with a clayey soil
other holes may be likewise temporarily r)luciaed with clav soil
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28458 [phone]

aSI
GROWER: Smith & Alderman 1 DESIGNED BY: JHD
ADDRESS: P.O. Box 759 CHECKED BY: JNT
Rose Hill, NC 28458 DATE: 01/15/97
COUNTY: Du lin SHEET 2 OF 2
*Lagoon problems require the consultation of an individual experienced in the
design and construction of lagoons for permanent repair measures.
2. Assess the extent of the spill and note any obvious damages.
A. Did the waste reach any surface water?
B. Approximately how much was released and for what duration?
C. _ Any damage noted, such as employee injury, fish kills, or property damage?
3. Contact appropriate agencies.
B. During noral business hours, call your DE regional office, at 910-395-3900
after hours, emergency number: 910-733-3942. Your phone call should
include: your name, facility, telephone number, the details of incident from
item 2 above, the exact location of the facility, and the location or direction
of movement of the spill, weather and wind conditions, what corrective
measures have been under taken, and the seriousness of the situation.
C. If spill leaves, or is likely to leave, property or enters surface waters, call
local emergency management service (EMS)at 910-296— 2160.
D. Instruct EMS to contact local Health Department.
E. Contact local Soil and Water Conservation District Natural Resources Conservation
Service office at 910-296-2121 for advice/technical assistance.
910-296-2143 for advice/technical assistance.
A. Contact Murphy family Farms Land and Nutrient Manageent Departent at 910-
289-2111 for-advice/technical assistance.: .
4. Implement procedures as advised by DEM and technical assistance agencies to rectify
the damage, repair the system, and reassess e waste management plan to keep
problems with release of wastes from happening again. <<
DUPLIN COUNTY COOPERATIVE EXTENSION SERVICE
PO BOX 458, KENANSVILLE, NC 28349
910-296-- 2143
DUPLIN COUNTY SOIL AND WATER CONSERVATION DISTRICT
NATURAL RESOURCES CONSERVATION SERVICE
PO BOX 277, KENANASVILLE, NC 28349
910-296-2121
DUPLIN COUNTY EMERGENCY MANAGEMENT SYSTEM
PO BOX 909, KENANASVILLE, NC 28349
910— 296— 2160
DIVISION OF ENVIRONMENTAL MANAGEMENT
127 CARDINAL DRIVE EXT
WILMINGTON, NC 28405 — 3845
910— 395— 3900
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28458 [phone]

C
I
LAGOON SITE SOILS INVESTIGATION
PROJECT: COUNTY: i7u %��,..►
FIELD INVESTIGATION BY:,X&J DATE: //Z/96
SITE SKETCH
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DEPTH
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BORING NUMBER AND PROFILE
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BORING I SAMPLING METHOD: SIGNATURE: I

Grower: Alderman- 2
Address: . . Box 759
Rose Hill, NC 28458
Coun : Du lin
Designed By: JHD
Checked By: JNT
Date: 01/15/97
Sheet 1 of 7
ANAEROBIC WASTE
LAGOON DESIGN
FARM INFORMATION
Farm Population:
Nursery: — — — — — — — — — —
— — — — — — — — —
0
Finishing: — — — — — — — — — —
— — — — — — — — —
7344 Hd.
Farrow toweanling:--------------------
0
Farrow to feeder. — — — — — — — — — —
— — — — — — — — —
0
Farrow to finish: — — — — — — — — — —
— — — — — — — — —
0
Boars: — — — — — — — — —
— — — — — — — — — —
0
Storage Period: — — — — — — — — —
— — — — — — — — — —
180 Days
25 Yr. / 24 Hr Storm Event — — — — — — — — —
— — — — — — — — — —
7.5 In.
"Heavy Rain° Factor Not Applicable
Rainfall in Excess of Evaporation ---------------------
7.0 In.
Additional Water Usage: .--------------------
_
0
Additional Drainage Area: --------------------
LAGOON INFORMATION
Is Lagoon Designed as an Irregular Shape? (Y/N) — — — — — — -- — —Y
Does Operator Want Emergency Spillway? (Y/N) — — — — — — — — — —N
Is This Design for an Existing Farm?
(Y/N) — — — — — — — — — —Y
Is Drain Tile Req'd to Lower S HWT?
(Y/N) — — — — — — -- — —N
Seasonal High Water Table Elev:
— — — — — — — — — — — — — — — — — — —
101.20 Ft.
Freeboard:
— — — — — — — — — — — — — — — — — — —
1.0 Ft.
Emergency Spillway Flow Depth:
Not Applicable
Top of Storm / Spillway Buffer:
Not Applicable
Side Slopes:
— — — — — — — — — — — — — — — — — — —
3 :1 (H:V)
Press ALT—C to Download
contour areas see sheet 2 of 7...
Top of Dike Elevation:
— — — — — — — — — — — — — — — — — — —
109.50 Ft.
Finished Bottom Elevation:
— — — — — — — — — — — — — — — — — — —
99.50 Ft.
Start Pump Elevation:
--------------------
107.70 Ft
Stop Pump Elevation:
— — — — — — — — — — — — — — — — — —
105.70 Ft
LAGOON VOLUME REQUIREDVOL. DESIGN VOLUMES % REQ'D.
Storm Stor =
Temporary =
Permanent =
Total Volume =
125906 (Cu.Ft.)
359628 (Cu.Ft.)
991440 (Cu.Ft.}
1,476,974 (Cu.FQ
155,350 (Cu.Ft.)
373,570 (C u . Ft. )
1,031,632 (Cu.Ft.)
1,560,552 (Cu.Ft.)
Min. Required Liner Thickness ----------------------
Lagoon Surface Area (Inside TOD)---------------------
123.39%
103.88%
1 04.05%
105.66%
1.5 Ft.
201,449 S.F.
Murphy Family Farms Engineering P.O. Sox 759, Rose Hill NC 28458 [phone]

Grower Alde . , 2 & 3 Designed By: JHD
Address: P. O. Box 759 'Checked By. JNT
Rose Hill, NC 28458 Date: 01/15/97
Countv: DUDlin Sheet 2 of 7
ACTUAL DESIGN
VOLUME CALCULATIONS
LAGOON STAGE --AREA VOLUMES
Contour
Elevation (FT.)
Area SF
Incr. Vol. (Cu. FTC
Cumul. Vol. (Cu. Fn
99.50
151,390
100.00
153, 731
76,280
76,280
101.00
158,471
156,101
232,381
10200
163,278
160,875
393,256
103.00
168,152
165,715
558,971
104.00
173,092
170,622
729,593
105.00
1.78,098
175,595
905,188
106.00
183,171
180,635
1,085, 822
107.00
188,310
185,741
1,271,563
108.00
193,516
190,913
1,462,476
109.00
198,788
196,152
1,658,62B
109.50
201,449
100,059
1,758,687
r
These volumes were calculated using the vertical average end area method.
TOTAL READ VOLUME: 1,476,974
CF
CUN1U—CATIVE— VOL
ZONE VOL
105.66%
END PUMP = = = = > 105.70
FT
1,031,632 CF TR'MT
1,031,632
104.05%
START PUMP = = = > 107.70
FT
1,405,202 CF TEMP
373,570
103.88%
MAX STORAGE = = > 108.50
FT
1 560 552 CF STORM
155,350
123.39%
Murphy Family Farms Engineering -
P.O. Box 759, Rose Hill NC 28458
(910) 289-2 f f f

Grower. Alderman 2 « 3 �� Designed By. JHD
Address: P. O. Box 759 Checked By: JNT
Rose Hill, NC 28458 Date: 01/15/97
Count: DUDlin Sheet 3 of 7
MINIMUM REQUIRED VOLUME CALCULATIONS
Permanent Store:
Required Treatment Volume:
Type C ac * ALW * cu.ft. lb = Total
IAnimal
urse
0
30
1.00
0
Finishin
7,344
135
1.00
991,440
Farrow to wean l in g
0
433
1.00
0
Farrow to feeder
0
522
1.00
0
Farrow to finish
101
1,417
1.001
0
Boars
1 01
400
1.00
1 0
Total Required TreatmentVolume (cu. ft.) = 991,440
Sludge Stora a Volume:
Animal Type Capaciiy ALW * cu.ft. Ib =Total
urse
0
30
0.00
0
Finishi
7,344
135
0.00
0
Farrow to weanling
0
433
0.00
0
Farrow to feeder
0
522
0.00
0
Farrow to finish
01
1,4171
0.001
0
Boars
01
400
0.0001
0
Total Required Sludge Storage Volume (cu. ft.) = 0
Temporary Storage Volume:
Manure Production:
Excess F
Animal a Capaci-t-o-.-Perioda s a = ota
ursery
0
180
0.30
0
Finishing
7,344
180
1.37
1,811,030
Farrow to weanling
0
180
4.39
0
Farrow to feeder
0
180
5.30
0
Farrow to finish
0
180
14.38
0
Boars
0
180
4.061
0
l otal Manure production (gals.)= 1,811,030
Total Manure Production (cu.ft.)= 242,116
resn water:
Animal Type Ca aci * Sto. Period * als Hd. da = Tota
Nursery
0
180
0.00
0
Finishing
7,344
180
0.00
0
Farrow to weanling
0
180
0.00
0
Farrow to feeder
0
180
0.00
0
Farrow to finish
01
180
0.00
0
Boars
01
180
0.00
0
Total Fresh Water Excess (gals.) = 0
Total Fresh Water Excess (cu.ft.)= - 0
P,
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28458 [phone]

Grower. Alderm .. 2 & 3 Designed By: JHD
Address: P. O. Box 759 Checked By: JNT
Rose Hill, NC 28458 Date: 01/15/97
Countv: DUDlin Sheet 4 of 7
Temporary Storage Volume: (Cont.
Rainfall in Excess of Evaporation:
Vol. = (Lagoon Surface Area + Additional Drainage Area) * Rainfall / 12in./ft
Vol.= (201449 sq.fl. + - 0 sq.ft.) * 7 in: • /12 in./ft.
Total Required Volume for Rainfall in Excess of Evap. (cu.ft.)= 117,512
Storm Storage:
Vol.=(Lagoon Surf. Area + Addt'l Drainage Area) * 25Yr./24Hr. Storm(in) / 12in./ft.
Vol. = (201449 sq.ft + 0 sq.ft) * 7.5 in. /12 in./ft.
Total Required Volume for 25Yr.-24Hr. Storm Event (cu.ft) = 125,906
°Heavy Rain° Storage:
Vol. =(Lagoon Surf. Area + Addt'l Drainage Area) * "Heavy Rain° Fdctar (in) / 12in./ft.
Vol. = (201449 sq.ft + 0 sq.ft.) * 0.0 in. /12 in./ft.
Total Required Volume for "Heavy Rain" (cu.ft.) = 0
(for Extended Periods of Chronic Rainfall)
Additional Water Storage:
No Additional Water Storage is Required
Total Required Storm Storage
(25 Yr. / 24 Hr. Storm + OHeavy Rain` = 125,906 (CU.FT)
Total Required Temporary Storage
(Manure Prod. + Excess Fr. Water + Rainfall Excess) = 359,628 (CU.FT)
Total Required Permanent Storage
(Treatment + Sludge) 991,440 (CU.FT)
TOTAL REQUIREDVOLUME = 1476974 (CU.FT.)
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28458 [phone]

3
Address:
Cou
P. O. Box 759
Rose Hill, NC 28458
Checked By: JNT
Date: 01 /15/97
Sheet 5 of 7
LAGOON DESIGN SUMMARY
Top of Dike Elevation -------------------
Emergency Spillway Crest Elevation — — — — — — — — — — — — — — — — — — —
Top of 25 yr/24 hrStorm Storage -------------------
Top of "Heavy Rain" Storage -------------------
Start Pump Elevation ---------------_----
End Pump Elevation — — — — — — — — — — — — — ----
Top of Sludge Storage ---------------------
Seasonal High Watertable Elev. --------------------
Finished Bottom Elevation --------------------
Inside Top Length --------------------
Inside Top Width --------------------
Side Slopes ----------------------
Lagoon Surface Area — — — — — — — — — — — — — — — — — — —
Min. Liner Thickness (if required) --------------------
Freeboard Depth -------------------
Temporary Storage Period--------------------
Zone Deaths:
109.50 FT.
Not Applicable
108.50 FT.
Not Applicable
107.70 FT.
105.70 FT.
Not Applicable
-101-. 20 FT.
99.50 FT.
— Not Applicable
Not Applicable
3:1 H:V
201,449 SF
1.5 FT.
1.00 FT.
180 Days
TOTAL DESIGN VOLUME = 1560552 (CU.FT.)
Treatment / Sludge Storage Zone Depth
Temporary Storage Zone Depth
Freeboard / Storm Storage Zone Depth
Total Lagoon Depth
6.2 FT.
2.0 FT.
1.8 FT.
10.0 FT.
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28458 (910) M-2111

Urower: Amerman z &
Address: P. 0. Box 759
Rose Hill, NC 28458
ZONE ELEVATIONS
�....�ter. wo 6w
Checked By: JNT
Date: - 01/15/97
TOP OF DIKE ELEV = 109.50
1 1 1 1
/ 1 TOP OF STORM ELEV = 108.50 / 1
1 1 1 1
1 1
1 1
STRT PMP EL.= 107.70 1 TOP OF TEMP STORAGE ELEV = 107.70 /
1 1
END PMP EL. = 105.70 1 TOP OF TREAT ELEV = 105.70 / SHWI' = 101.20
1 1
1 1
1 1
FINISHED BOTTOM ELEV = 99.50
Murphy Family Farms Engineering
P.O. Box 759, Rose Hill NC 28458
[phone]

Grower. Alderman .. & 3 Designed By: JHD
Address: P. O. Box 759 Checked By: JNT
Rose Hill, NC 28458 Date: 01/15/97
Countv: Duolin Sheet 7 of 7 1 -
This livestock waste treatment lagoon is designed in accordance with the North Carolina
Natural Resources Conservation Service PRACTICE STANDARD 359— WASTE TREATMENT
LAGOON, revised prior to June, 1996.
Emergency Spillway:
An Emergency Spillway is not required.
NOTE: See attached Waste Utilization
GARp�� �00
DESIGNED:. _ sF_ �L r =i
_
� 14985
DATE: 07 7
COMMENTS: The lagoon has been designed as an irre
Actual contour areas taken from the lagoon design are used to calculate
the surface area and storage volume characteristics of the lagoon. '
This approach insures that rainfall capture on the lagoon is fully
accounted for and that stora a volumes calculated represent actual
conditions r2gardless of the shape.
r
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 284W [phone]

GROWER: Alde . 2 & 3 . DESIGNED BY: JHD
ADDRESS: P. O. Box 759 CHECKED BY: JNT
Rose Hill, NC 28458 DATE: 01/15/97
COUNTY: Du fin SHEET 1 .OF 2
OPERATION AND MAINTENANCE PLAN
This lagoon is designed for waste treatment (permanent storage) and 180 days of
temporary storage. The time required for the planned fluid level (permanent and
temporary storage) to be reached may vary due to site conditions, weather, flushing
operations, and the amount of fresh water added to the system.
The designed temporary storage consists of 180 days of temporary storage for:
(1) manure production of animals, (2) excess fresh water storage, (3) rainfall in
excess of evaporation, (4) storage for the 25 year / 24 hour storm for the location,
(5) and, if applicable, an additional "heavy rain° storage volume for chronic rainfall
events. Allocation for any additional fresh water usage is also included in the
temporary storage. The volume of waste generated from a given number of animals
will be fairly constant throughout the year, but excess rainfall will vary from year to year.
The 25 year rainfall will not be a factor to consider in an annual pumping cycle but'-'
this storage volume must always be available.
A staff gauge must be installed in the lagoon that indicates the start pumping and stop
pumping levels. The start pumping level is the maxium liquid level under normal operating
conditions. The stop pumping level is the minimum liquid level under normal
operation to maintain required treatment volume and depth. Pumping can be started
and stopped anywhere between these two elevations for operating convenience as site
conditions permit, such as weather, soils, crop, and equipment in order to apply waste
without runoff or leaching. However, it is recommended that the lagoon be kept
pumped down as much as possible.
Land application of wastewater is recognized as an acceptable method of disposal.
Methods of application include solid set, center pivot, guns, and traveling guns. Care
should be taken when applying waste to prevent damage to crops.
The following items are to be carried out:
1. It is required that the treatment lagoon be precharged to one—half the treatent volume
or as otherwise specified on the lagoon design drawings before wastes are introduced.
The purpose is to prevent excessive odors during start—up. Precharging reduces the
concentration of the initial waste entering the lagoon thereby reducing odors. Solids should
be covered with effluent at all times. When precharging is complete, flush buildings with
recycled lagoon liquid. Fresh water should not be used for flushing after initial filling.
2. The attached Waste Utilization Plan shall be followed. The plan recommends
sampling and testing of waste before land application.
Murphy Family Farms EngineernTg P.O. Box 759, Rose Hill NC 28458 (910) 289--2111

r r .
GROWER: Alderman L &� �� DESIGNED BY: JHD
ADDRESS: P. O. Box 759 CHECKED BY: JNT
Rose Hill, NC 28458 DATE: 01/15/97
COUNTY: DUDIin . SHEET 2 OF 2
3. Begin temporary storage pump —out of the lagoon when the fluid level reaches the
elevation 107.70 as marked by the staff gauge. Stop pump —out when the fluid level
reaches elevation 105.70. This temporary storage, less 25 year / 24 hour storm,
contains 373570 cubic feet or 2794303 gallons.
4. The recommended maximum amount to apply per irrigation is one (1) inch and the
recommended maximum application rate is 0.3 inches per hour. Refer to the waste
utilization plan for further details.
5. Keep vegetation on the embankment and areas adjacent to the lagoon mowed
annually. Vegetation should be fertilized as needed to maintain a vigorous stand.
6. Repair any eroded or damaged areas and establish in vegetation. --
7. All surface runoff is to be diverted from the lagoon to stable outlets. -
8. Keep a minimum of 25 feet of grass vegetated buffer around waste utilization
fields adjacent to perennial streams. Waste will not be applied in open ditches.
Do not pump within 200 feet of a residence or within 100 feet of a well. Waste shall
be applied in a manner such that waste will not reach other property and public
rights —of —way.
9. The Clean Water Act of 1977 prohibits the discharge of pollutants into waters
of the United States. Waste shall not be discharged into surface waters, drainageways,
or wetlands by either discharge or by over —spraying. The Department of Environment,
Health, and Natural Resources, Division of Environmental Management,
has the responsibility for enforcing this law.
Murphy Family Farms Engineering P.0 Box 759, Rose Hill NC 28456 [phone]

GROWER: Alderman :x 3 DESIGNED BY: JHD
ADDRESS: P. O. Box 759 -CHECKED BY: JNT
Rose Hill, NC 28458 DATE: 01/15/97
COUNTY: Duplin .__ SHEET i OF 3
SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
FOUNDATION PREPARATION:
The foundation area of the lagoon embankment and building pad shall be cleared of
trees, logs, stumps, roots, brush, boulders, sod, and rubbish. Satisfactory disposition
will be made of all debris. The topsoil from the lagoon and pad area should be stripped
and stockpiled for use on the dike and pad areas. After stripping, the foundation area
of the lagoon embankment and building pad shall be thoroughly loosened prior to placing
the first lift of fill material to get a good bond.
EXCAVATION AND EARTHFILL PLACEMENT
The completed excavation and earthfill shall conform to the lines, grades, and elevations
shown on the plans. Earthfill material shall be free of material such as sod-; roots, -frozen
soil, stones over 6 inches in diameter, and other objectionable material. To the extent they
are suitable, excavated material may be used as fill. The fill shall be brought up in
approximately horizontal layers not to exceed 9 inches in thickness when loose and prior
to compaction. Each layer will be compacted by complete coverage with the hauling and
spreading equipment or standard tamping roller or equivalent method. Compaction will
be considered adequate when ill material is observed to consolidate to the point that
settlement is not readily detectable. NOTE THE SPECIAL REQUIREMENTS FOR
PLACEMENT OF LINERS IN THE LINER SECTION OF THIS SPECIFICATION.
The embankment of the lagoon shall be installed using the more impervious materials from
the required excavations. Construction of fill heights shall include 5 percent for settlement
Dikes over 15 feet in height with an impoundment capacity of 10 acre—feet or more fall
under the jurisdiction of the NC Dam Safety Law and require permitting by the NC Dept of
Environment, Health and Natural Resources, Land Quality Section. The height is defined
as the difference in elevation from the constructed height to the downstream toe of the dike.
Precautions shall be taken during construction to prevent excessive erosion and
sedimentation.
LINER
THE MINIMUM REQUIRED CLAY LINER THICKNESS SHALL BE 1.5 FT.
NOTE: LINERS (PARTIAL OR FULL) ARE REQUIRED WHEN INDICATED ON THE
DRAWINGS OR WHEN MATERIAL IS ENCOUNTERED DURING CONSTRUCTION THAT
WILL NOT PROVIDE THE PERMEABILITY LIMITS AS STATED LATER IN THIS SECTION.
SUCH MATERIAL IS CONSIDERED UNSUITABLE WITH RESPECT TO LINING. A TYPICAL
CROSS SECTION OF THE LINER IS INCLUDED IN THE DRAWINGS WHEN LINERS
ARE REQUIRED.
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28458 [phone]

GROWER: Alderm . ! & 3
ADDRESS: P. O. Box 759
Rose Hill, NC 28458
COUNTY:
CHECKED BY: JNT
DATE: 01 /15M7
When areas of unsuitable material are encountered, they will be overexcavated below
finish grade to the specked depth as measured perpendicular to the finish grade. The
foundation shall be backfilled as specified to grade with a material approved by the
engineer or his representative.
REFER TO THE DRAWINGS FOR SPECIAL CONSIDERATIONS.
Soil liner material shall come from an approved borrow area. The minimum moisture
content of the liner material shall be optimum moisture content which relates to that
moisture content when the soil is kneaded in the hand it will form a ball which does not
readily separate. Water shall be added to borrow as necessary to insure proper moisture
content during placement of the liner. The moisture content of the liner material shall not
be less than optimum moisture content during placement. The maximum moisture
content relates to the soil material being too wet for efficient use of hauling equipment and
proper compaction. Proper compaction of the liner includes placement in 9 inch lifts and
compacted to at least 95 percent of the Standard Proctor Maximum Dry Density -
(ASTM D698) of the liner material. When smooth or hard, the previous lift shall be scarified
and moistened as needed before placement of the next lift.
The single most important factor affecting the overall compacted permeability of a clay
liner, other than the type of clay used for the liner, is the efficient construction processing
of the compacted liner. The sequence of equipment in an established pattern helps _
assure uniformity in the entire placement and compaction process. For most clay soils, a
tamping or sheepsfoot roller is the preferred type of compaction equipment.
In accordance with NRCS South National Technical Center (SNTC) Technical Note 716
(revised September 1993) the maximum allowable specific discharge of the liner is
1.0 x 10-5 cm/sec. This specific discharge is dependant on the permeability of the
liner material, the liner thickness, and the hydrostatic pressure on the liner. With the
minimum required liner thickness stated earlier and the maximum liquid depth in the
lagoon, the maximum permeability of the compacted liner is 1.25 x 10_a cm/sec. Upon
completion of the liner, undisturbed samples will be taken and tested for actual
permeability. Any permeability tests indicating a higher permeability than stated above
will be considered as failing. Failing tests will require recompaction of the liner material
and retesting.
For lagoons being built in soils which do not require clay lining the same permeability
requirements apply as for clay liners and testing of the in —situ material will be conducted.
During the excavation process, soils at the excavated surface are loosened as adjacent
material is being removed. As a result, the permeability of these surface soils is increased.
To insure proper compaction and minimum soil permeability, when lagoon excavation is
complete the inner side slopes and bottom shall be rolled thoroughly prior to testing.
Murphy Family Farms Engineering P.O. Box 759, Rase Hill NC 28458 (910) 289-21r r

.. i_ A
GROWER: Alderm� . 2 & 3 '' DESIGNED BY: JHD
ADDRESS: P. O. Box 759_ CHECKED BY: JNT
Rose Hill, NC 28458 DATE: 01/15/97
COUNTY: Duplin SHEET 3 OF 3
The soil liner shall be protected from scour produced by the discharge from waste outlet
pipes. This can be done by using some type of energy dissipator: concrete flumes,
concrete blocks laid tightly together, or using flexible pipe outlets on waste pipes.
Alternatives to soil liners are synthetic liners and bentonite sealant. When these are
specked, additional construction specifications are included with this Construction
Specification or are shown on the drawings.
CUTOFF TRENCH:
A cutoff trench shall be constructed under the embankment area when called for in the
notes on the drawings or as shown on a typical cross section on the drawings. The final
dimensions of the cutoff trench shall be determined by observation of the foundation
materials during construction. - -
VEGETATION:
All exposed embankment and other bare constructed areas shall be seeded to the
planned type of vegetation as soon as possible after construction according to the
seeding specifications. Topsoil, if available on site should be placed on areas of the dike
and pad to be seeded. Temporary seeding or mulch shall be used if recommended
permanent vegetation is out of season dates for seeding. Permanent vegetation should
be established as soon as possible during the next period of approved seeding dates.
REMOVAL OF EXISTING TILE DRAINS:
An observation trench shall be dug along the perimeter of the lagoon 25 feet outside the
proposed embankment toe to verify that no subsurface drain tile lines are present in the
lagoon area. The trench shall be dug to a minimum depth of five feet and shall have a width
adequate to accommodate equipment used for backfill and compaction. Trench side
slopes shall be 1:1 or flatter. Trench backfill shall be compacted as stated in the
EXCAVATION AND EARTHFILL PLACEMENT section of the specification.
When tile drains are encountered, the tile will be removed to a minimum of 25 feet beyond
the outside toe of slope of the dike. The file trench shall be backfilled and compacted with
material approved by the engineer or his representative. Tile drains that are removed
shall be either capped off or rerouted around the lagoon, as directed by the engineer or
his representative.
SAFETY AND HEALTH REQUIREMENTS:
All operations shall be carried out in a safe, skillful, and workmanlike manner. All safety and
health regulations shall be observed and appropriate personal safety and health measures
used at all times during construction.
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28458 [phone]

GROWER: Alderman 2 & 3 - DESIGNED BY:
ADDRESS: P. O. Box 759 CHECKED BY:"
Rose Hill, NC 2B458 DATE:
COUNTY: Duplin SHEET
SEEDING SPECIFICATIONS
ACREAGE TO BE SEEDED: 4.5 ACRES
USE THE SEED MIXTURE INDICATED AS FOLLOWS:
270 LBS. FESCUE GRASS AT 60 LBS./ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 1 TO NOVEMBER 30
FEBRUARY 1 TO MARCH 30
JNT
01 /15/97
135 LBS. RYE GRAIN AT 30 LBS./ACRE (NURSERY FOR FESCUE)
270 LBS. 'PENSACOLA' BAHIA GRASS AT 60 LBS./ACRE
(SEE FOOTNOTE NUMBER 1)
SEEDING DATES: MARCH 15 TO JUNE 15
36 LBS. HULLED COMMON BERMUDA GRASS AT 8 LBS./ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TOJULY 31
45 LBS. UNHULLED COMMON BERMUDA GRASS AT 10 LBS./ACRE
SEEDING DATES: JANUARY 1 TO MARCH 30
180 LBS. RYE GRASS AT 40 LBS./ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
r•
APPLY THE FOLLOWING:
4500 LBS. OF.10-10-10 FERTILIZER (1000 LBS./ACRE)
9 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
450 BALES OF SMALL GRAIN STRAW (100 BALES/ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE ALL
DISTURBED AREAS IMMEDIATELY AFTER EARTH MOVING IS COMPLETED.
APPLY LIME AND FERTILIZER THEN DISK TO PREPARE A 3 TO 4 INCH SMOOTH
SEEDBED. APPLY SEED ANDFIRM SEEDBED WITH A CULTIPACKER OR SIMILAR
DEVICE. APPLY MUCH AND SECURE. WITH AN ANCHORING TOOL OR NETTING.
1. PENSACOLA BAHIA GRASS 1S SLOWER TO ESTABLISH THAN COMMON
BERMUDA GRASS. WHEN USING BAHIA, IT IS RECOMMENDED THAT 8
LBS./ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER UNTIL
BAHIA GRASS IS ESTBLISHED.
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28456 (910) 289-21 i r

GROWER: Aide .2 Fk 3
ADDRESS: P.,O. Box 759
Rose Hill, NC 28458
Emergency Action Plan
7ESIUNED BY: JHU
CHECKED BY: JNT
DATE: 01/15/97
Using this outline as guidance, you should develop a specific emergency action plan for your.
waste handling system.. This plan will be implemented in the event that wastes from your
operation are leaking, overflowing, or running off the site. You should NOT wait until wastes
reach surface water or leave your property to consider that you have a problem. You should
make every effort to ensure that this does not happen. This plan should be available to all
employees at the facility, as accidents, leaks, and breaks could happen at any time. Your
plan should follow this format:
1. Stop the release of wastes. Depending on the situation, this may or may not be
possible. Suggested responses to problems are listed below:
A. Lagoon overflow —possible solutions are:
add soil to berm to temporarily increase elevation of dam —any permanent
alteration of the dam should be approved by a qualified professional --engineer
or qualified technical specialist
pump wastes to field at an acceptable rate
stop all additional flow to the lagoon (waters) --hold waste in house if possible
call a pumping contractor
make sure no surface water 's entering lagoon
NOTE: The above listed activities should be started when your lagoon level has exceeded
the temporary storage level.
B. Runoff from waste application field —actions include:
immediately stop waste application
create a temporary diversion or berm to contain the waste on the field
incorporate waste to reduce further runoff
C. Leakage from the waste distribution system:
pipes and sprinklers —actions include:
— stop recycle (flushing system) pump
— stop irrigation pump
— close valves to eliminate further discharge
— separate pipes to create an air gap and stop flow
flush system, houses, solids separators —actions include:
— stop recycle (flushing system) pump
— stop irrigation pump
— make sure no siphon effect has been created
— separate pipes to create an air gap and stop flow
D. Leakage from base or sidewall of lagoon. Often these are seepage as opposed to
flowing leaks —possible action*:
dig a small well or ditch to catch all seepage,put in a submersible
pump, and pump back into lagoon
if holes are caused by burrowing animals, trap or remove animals and
fill holes and compact with a clayey soil
other holes may be likewise temporarily Diuc iaed with clay soil
Murphy Famil - Farms Engineenong P.O. Box 759, Rose Hill NC 28458 [phone]

GROWER: Alderm . ? & 3 DESIGNED BY: JHD
ADDRESS: P.O. Box 759 CHECKED BY: - JNT
Rose Hill, NC 28458 DATE: 01/15/97
COUNTY: Du lin SHEET 2 OF 2
*Lagoon problems require the consultation of an individual experienced in the
design and construction of lagoons for permanent repair measures.
2. Assess the extent of the spill and note any obvious damages.
A. Did the waste reach any surface water?
B. Approximately how much was released and for what duration?
C. Any damage noted, such as employee injury, fish kills, or property damage?
3. Contact appropriate agencies.
B. During noral business hours, call your DE regional office, at 910-395-3900
after hours, emergency number: 910-733-3942. Your phone call should
include: your name, facility, telephone number, the details of incident from
item 2 above, the exact location of the facility, and the location or direction
of movement of the spill, weather and wind conditions, what corrective.
measures have been under taken, and the seriousness of the situation.
C. If spill leaves, or is likely to leave, property or enters surface waters,--eall—
local emergency management service (EMS)at 910--296-2160.
D. instruct EMS to contact local Health Department.
E. Contact local Soil and Water Conservation District Natural Resources Conservation
Service office at 910--296-2121 for advice/technical assistance.
910-296-2143 for advice/technical assistance.
A. Contact Murphy family Farms Land and Nutrient Manageent Departent at 910-
289-2111 for advice/technical assistance.
4. Implement procedures as advised by DEM and technical assistance agencies to rectify
the damage, repair the system, and reassess the waste management plan to keep
problems with release of wastes from happening again.
DUPLIN COUNTY COOPERATIVE EXTENSION SERVICE
PO BOX 458, KENANSVILLE, NC 28349
910-296— 2143
DUPLIN COUNTY SOIL AND WATER CONSERVATION DISTRICT
NATURAL RESOURCES CONSERVATION SERVICE
PO BOX 277, KENANASVILLE, NC 28349
910— 296— 2121
DUPLIN COUNTY EMERGENCY MANAGEMENT SYSTEM
PO BOX 909, KENANASVILLE, NC 28349
910— 296— 2160
DIVISION OF ENVIRONMENTAL MANAGEMENT
127 CARDINAL DRIVE EXT
WILMINGTON, NC 28405 — 3845
910— 395— 3900
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28458 [phone]

2 STAGE WASTE LAGOON DESIGN
Operator: Smith Alderman Site 1 County: Duplin
Distance to nearest residence (other than owner):
1. AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish)
x
1417 lbs.
0 sows (farrow to feeder)
x
522 lbs.
9792 head (finishing only)
x
135 lbs.
0 sows (farrow to wean)
x
433 lbs.
0 head (wean to feeder)
x
30 lbs.
Describe other:
Total Average Live Weight =
***** 2. PRIMARY STAGE *****
Date: 01 /16/97
0 feet
0 lbs
-- 0 lbs
— 1,321,920 lbs
0 lbs.
0 lbs
0
2a. MINIMUM REQUIRED PERMANENT TREATMENT VOLUME OF LAGOON
Volume = 1,321,920 lbs. ALW x Treatment Volume(CF)/Ib. ALW
Treatment Volume(CF)/Ib. ALW = 1 CF/lb. ALW
Volume = 1,321,920 cubic feet
2b. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0 cubic feet
2c. STORM STORAGE REQUIRED
DRAINAGE AREA:
— Lagoon (top of dike primary stage)
(Length * Width of primary stage)
450.0 450.0 202,500 square feet
-- Buildings (roof and lot watery _ 0 square feet
Totaly Drainage Area = 20Z500 square feet
1,321,920 lbs
Volume of 25 year -- 24 hour storm (PRIMARY STAGE)
Volume = 7.0 inches / 12 inches per foot * DA
Volume = 118,125 cubic feet
The 25 yr/24 hr storm will be stored on the second stage
r

2d. DESIGNED PRIMARY STAGE VOLUME
Inside top length (feet) -----------------
450.0
Inside top width -(feet)-----------------
450.0
Top of dike elevation (feet) - - - - - - - -- - - - - -- --
97.4
Bottom of lagoon elevation (feet) - - - -- - - - - - - - -
86.4
Freeboard (feet)-----------------------__-
1.7
Side slopes (inside lagoon)---------------
3.0 : 1
Connector Pipe Invert (feet) ----------------
94.7
Total design PERMANENT STORAGE volume using prismoidal formula:
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 . - 3.0 433.8 433.8 8.30
AREA OF TOP
LENGTH * WIDTH 433.8 433.8
AREA OF BOTTOM
LENGTH * WIDTH 384.0 384.0
AREA OF MIDSECTION
LEN. * WIDTH * 4 408.9 408.9
188,182 (AREA OF TOP)
147,456 (AREA OF BOTTOM)
668,797 (AREA OF MIDSEC. * 4)
CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
188,182 668,797 147,456 1.38
Total Designed PERMANENT Volume Available in Primary Stage= 1,389,469 CU. FT.
Total design STORM STORAGE volume using prismoidal formula:
SS/END1 SS/END2 SSISIDEI SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 439.8 439.8 0.00
AREA OF TOP
LENGTH * WIDTH 439.8 439.8
AREA OF BOTTOM
LENGTH * WIDTH 439.8 439.8
AREA OF MIDSECTION
LEN. * WIDTH * 4 = 439.8 439.8
193,424 (AREA OF TOP)
193,424 (AREA OF BOTTOM)
773,696 (AREA OF MIDSEC. * 4)
CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
193,424 773,696 193,424 0.00
Total Designed STORM Volume Available in First Stage= 0 CU. FT.

***** 3. SECOND STAGE *****
TEMPORARY STORAGE REQUIRED
3A. Volume of waste produced
Feces & urine production in gal./day per 135 lb. ALW
Volume = 1.321,920 lbs. ALW/135 lbs. ALW * 1.37 gal/day
Volume = 2,414,707 gals. or 322,822 cubic feet
3B. 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 3A.
Volume = 0 gallons/day
Volume = 0 cubic feet
1.37
180 days
180 days storage/7.48 gallons per CF
3C. Volume of rainfall in excess of evaporation
DRAINAGE AREA:
Lagoons (top of dike — first and second stages)
( Length * Width)
(first) 450.0 450.0 = 2OZ500 square feet
(second) 378.0 325.0 = 122,850 square feet
325,350 square feet
TOTAL DRAIN. AREA 325,350 square feet
Design temporary storage period to be 180 days.
Use period of time when rainfall exceeds evaporation by largest amount «
18.0 days excess rainfall = 7.5 inches
Volume = 7.5 in * DA / 12 inches per foot
Volume = 203,344 cubic feet
3D. Volume of 25 year — 24 hour storm (SECOND STAGE)
Volume = 7.0 inches / 12 inches per foot * DA
Volume = 71,663 cubic feet
The 25 yr/24 hr storm will be stored on the second stage
TOTAL REQUIRED SECOND STAGE STORAGE
3A. 32ZB22 cubic feet — waste production
3B. 0 cubic feet — wash water
3C. 203,344 cubic feet — rainfall excess (both stages)
3D. 189,788 cubic feet — 25 yr/24 hr storm (from both stages)
TOTAL 715,953 cubic feet

3e. DESIGNED SECOND STAGE VOLUME
Inside top length (feet) ---------------------
378.0
Inside top width (feet)------------------
325.0
Top of dike elevation (feet) - - - - - - - - - - - - - - •
104.50
Start Pump elevation (feet) -- - - - - --- - - - - - - - - -
101.80
End Pump elevation (feet) - - -- - - - - - - - - - - -- -
96.50
Bottom of lagoon elevation (feet) - - _ -- - - - - - - -
95.50
Freeboard (feet)---------------------
1.0
Side slopes (inside lagoon)--------------
3.0 : 1
Total design TEMPORARY STORAGE volume using prismoidal formula:
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 361.8 308.8 5.30
AREA OF TOP
LENGTH * WIDTH 361.8 308.8
AREA OF BOTTOM
LENGTH * WIDTH 330.0 277.0
AREA OF MIDSECTION
LEN. * WIDTH * 4: 345.9 292-9
111,724 (AREA OF TOP)
91,410 (AREA OF BOTTOM)
405,256 (AREA OF MIDSEC. * 4)
CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
111,724 405,256 91,410 0.88
Total Designed TEMPORARY Volume Available in Second Stage= 537,411 CU. FT.
Total design STORM STORAGE volume using prismoidal formula:
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 , 3.0 3.0 372.0 319.0 1.70
AREA OF TOP
LENGTH * WIDTH 372.0 319.0
AREA OF BOTTOM
LENGTH * WIDTH 361.8 308.8
AREA OF MIDSECTION
LEN. * WIDTH * 4 - 366.9 313.9
118,668 (AREA OF TOP)
111,724 (AREA OF BOTTOM)
460,680 (AREA OF MIDSEC. * 4)
CU. FT. = (AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6 -
118,668 460,680 111,724 0.28
Total Designed STORM Volume Available in Second Stage= 195,804 CU. FT.

Total design volume using prismoidal formula:
SS/END1 SS/1FzND2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 372.0 319.0 8.00
AREA OF TOP
LENGTH * WIDTH 372-0 319.0 118,668 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH 324.0 271.0 87,804 (AREA OF BOTTOM)
AREA OF MIDSECTION
LEN. * WIDTH * 4 = 348.0 295.0 410,640 (AREA OF MIDSEC. * 4)
CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
118,668 410,640 87,804 1.33
Total Design Volume Available in Second Stage= 822,816 CU. FT.

............ ......................
-
4. SUMMARY
Temporary storage period ----------------
Rainfall in excess of evaporation - - -- - -- - - - - -
25 year - 24 hour rainfall --------------
Side slopes -----------------------
Seasonal high watertable elevation (SHWT) - - -- --
*********** PRIMARY STAGE *'"�*********
Inside top length - - - - - - - - - - - - - . ---
Inside top width ---------------------
Top of dike elevation ------------------
Bottom of lagoon elevation --------------
180 days
7.5 inches
7.0 inches
3.0 : 1
93.00 feet
450.0 feet
450.0 feet
97.40 feet
86.40 feet
Connector Pipe Invert ------------------
94.70 fee#
The design intent is to store the 25 yr/24 hr storm in the 2nd stage only
Required PERMANENT storage volume ---------
1,321,920 cu. ft
Actual design PERMANENT storage volume -----
1,389,469 cu. ft
Required STORM Storage volume - - -- - - - - - - - -
STORM stored on 2nd stage
Actual design STORM Storage volume - - - - - - - -
0 cu. ft
Total Required Storage Volume -------------
1,321,920 cu. ft
Total Actual Design Storage Volume -------------
1,389,469 cu. ft
Min. thickness of soil liner when required - - - - - - -
1.6 feet
*********** SECOND STAGE ***********
Inside top length - - - - - - - - - - - - - - ------ 378.0 feet
Inside top width ----•_________ ______ - 325.0 feet
Top of dike elevation - - - - - - - - - - - - - - _ _ 104.50 feet
Bottom of lagoon elevation ---------------- 95.50 feet
Freeboard--------------------- 1.0-foot]
Stop -pumping -elevation_(> or_ _ 93.0`ft: SHWT)-- 96.50"feet-1 r
Required TEMPORARY Storage volume --------• 526,166 cu. ft from both stages
Actual design TEMPORARY Storage volume - - - - - 537,411 cu. ft
Start pumping
Required STORM Storage voluume---------- 189,788 cu. ft
Actual design STORM Storage volume - - - - - - - - 195,804 cu. ft �,,,,,,,1rf�
Total Required Storage Volume - - - - - - - - - - - - 715,953 cu. ft. ,C q
Total Actual Design Storage Volume - - - - - - - - - 822,816 cu, f`'��O
Min, thickness of soil liner when required - - - - - - - 1.5 f efi`
7. DESIGNED BY: APPROVED BY: 935
DATE: DATE:��0
j N�AL
!nnti>>
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN, frrn
COMMENTS: The first lagoon stage has been designed as an irregular shape. The length and
width used in the spreadsheet represent an equivalent surface area to the actual lagoon design
to fully account for rainfall capture.