090003_CORRESPONDENCE_20171231

Murphy -Brown, LLC
Grower(s): .m 10
Farm Name
County:
Farm CaQac .
Farrow to Wean
Farrow to Feeder
Farrow to Finish
Wean to Feeder
Feeder to Finish
Storage Period:
Application Method:
4/3/2009
_RATION PLAN
2822 Hwy 24 West
P.O. Box 856
Warsaw, NC 28398
Murphy -Brown, LLC
Frenches Creels Sow RECEIVED I DENR I DWQ
Bladen Aq„ifQr prntPrtinn SPrtion
2400APR 0 9 2009,
>180 days
Irrigation
(01 -7. 03
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.
B. 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 11
,I

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 T e Waste Produced per Animal Total
2400
Farrow to Wean
3212 gallyr
7,708,800 gal/yr
Farrow to Feeder
4015 gaVyr
gal/yr
Farrow to Finish
10585 gaVyr
gavyr
Wean to Feeder
223 gal/yr
gal/yr
Feeder to Finish
986 gall
gal/yr
Total 7,708,800 gallyr
AMOUNT OF PLANT AVAILABLE NITROGEN PRODUCED PER YEAR (lbs): 'Based on Site Specific Data
Capacity Type Nitrogen Produced per Animal Total
2400
Farrow to Wean
3.22 lbslyr
7,728 Ibslyr
Farrow to Feeder
6.5 Ibslyr
lbslyr
Farrow to Finish
26 Ibslyr
Ibslyr
Wean to Feeder
0.48 Ibslyr
lbslyr
Feeder to Finish
2.3 Ibslyr
lbstyr
Total 7,728 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: 37.8
Total N Required 1st Year: 9246.825
Total N Required 2nd Year: 0
Average Annual Nitrogen Requirement of Crops: 9,246.83
Total Nitrogen Produced by Farm: 7,728.00
Nitrogen Balance for Crops: (1,518.83)
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 11

Reception Area Specifications
ro
Tract Field Irrigated Soil Ist Crop Time to 1stCrop lst(fmp LbSNIAC Lbs N Total Ibs N
Type Code Apply Yield_
dr.-MBF "..I[
MEMO
_Acreage
_
_
3(a) of 11

Reception Area Specifications
Tract Field irrigated Soil ist Crop Time to Ist Crop Ist Crop US NJ C Cbs —NTotad—I—bzN IMMIERT"Odr,"M
Acreage Type Code Apply Yield ibs N/Unit Residual IAq Utilized
_ ®
i i 0 e
3(b) of 11

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 defnately 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
A Barley
B Hybrid Bermudagrass - Grazed
C Hybrid Bermudagrass - Hay
D Corn - Grain
E Corn - Silage
F Cotton
G Fescue - Grazed
H Fescue- Hay
I Oats
J Rye
K Small Grain - Grazed
L Small Grain - Hay
M Grain Sorghum
N Wheat
O Soybean
P Pine Trees
Lbs N utilized 1 unit yield
1.6 lbs N 1 bushel
50 lbs N 1 ton
50 lbs N 1 ton
1.25 lbs N 1 bushel
12 lbs N 1 ton
0.12 lbs N 1 lbs lint
50 lbs N / ton
50 lbs N 1 ton
1.3 lbs N / bushel
2.4 lbs N / bushel
50 lbs N 1 acre
50 lbs N I acre
2.5 lbs N 1 cwt
2.4 lbs N 1 bushel
4.0 lbs N / bushel
40 lbs N 1 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.
4of11

SLUDGE APPLICATION:
The following table describes the annual nitrogen accumulation rate per animal
in the lagoon sludge
Farm Specifications PANT/animal Farm Total/
2400 Farrow to Wean 0.84 2016
Farrow to Feeder 1
Farrow to Finish 4.1
Wean to Feeder 0.072
Feeder to Finish 0.36
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 2016 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 10080 pounds of plant
available nitrogen to utilize. Assuming you apply this PAN to hybrid bermuda grass hayiand at the
rate of 300 pounds of nitrogen per acre, you will need 33 acreas of land. If you apply the sludge
to corn at a rate of 125 pounds per acre, you will need 80.64 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 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.
5 of 11

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
10968 3
Centenary
B
0.75
1
6
Centenary
B
0.75
1
7
Centenary
B
0.75
1
8
Centenary
B
0.75
1
9
Centenary
B
0.75
1
10
Centenary
B
0.75
1
11
Centenary
B
0.75
1
12
Centenary
B
0.75
1
13
Centenary
B
0.75
1
14
Centenary
B
0.75
1
15
Centenary
B
0.75
1
6 of 11

Additional Comments:
The bermuda rate used in this plan represents a hay/graze combination.
At least half the bermuda yield will be harvested as hay.
7 of 11

NUTRIENT UTILIZATION PLAN CERTIFICATION
Name of Farm: Frenches Creek Sow
Owner: Murphy -Brown, LLC
Manager:
OwnerlManager Agreement:
Ilwe 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. Ilwe 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.
Ilwe 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):
Signature:
Name of Technical Specialist: Dawn Williamson
Affiliation: Murphy -Brown, LLC.
Address: 2822 Hwy 24 West, PO Drawer 856
Warsaw. NC 28398
Signature:
Telephone: [phone]
Date
Date
Date
8 of 11

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 awns 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, recievinq 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).
7 Liquid waste shall be applied at rates not to exceed the soil infiltration rate such that runoff
does not occur offsite or to surface waters and in a method which does not cause drift
from the site during application. No ponding should occur in order to control odor and flies.
8 Animal waste shall not be applied to saturated soils, during rainfall events, or when the
surface is frozen.
9 of 11

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

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.
11 of 11

,goq-031
Murphy Brown LLC
Ricky Revels
Environmental Specialist
225 Green Street, Suite 714
Fayetteville, NC 28301
Mr Revels,
East Multiplication Division
325 McKay Street
Laurinburg, NC 28352
TEL: [phone]
9
DEC 0 9 20
DENR-FAYEMLLE REGIONALOFRCE
During our annual Soil and Water Inspections on November 13, 2008 at the French's
Creek sow farm we discovered over applications pertaining to three separate irrigation
events.
Danny Edwards with Soil and Water identified the over applications and contacted the
Division of Water Quality that day to inform Mr. Revels of the over applications.
Through a series of events, increasing our pan balance in June 07, approved by Rick
Morris, NRCS, to apply more waste water to a needy Bermuda grass crop, to changing
the administrator of our records and changing Land and Nutrient personal, the Nutrient
Pan balance was not changed back to the original balance after the 07 season and this
created the over applications.
We have upgraded our record keeping going forward by using lntermec Technologies
handheld computers. This system will only allow us to irrigate within the means of the
current Nutrient Utilization Plan and should warn the technician of any errors within an
irrigation event before the event has taken place.
Protecting the environment is always a top priority in our business and we appreciate the
expertise that we receive from Soil and Water and DWQ.
Please let me know if I can be of any further help.
Sin erely,
Rand un garn
LNM Manager

RECEIVED
DEC 16 2005
Waste Management Plan Changes L0ENR_7nFA*MLLEAEGONA10FRCE
F�cL-[� �Tik` ,F A�r
q-3 � 9-Sj 4?-I3
Facility Farm
This farms Waste Management Plan has made the following changes:
❑ Crop changes
/Wetted Acres
❑ Increased Acreage
❑ Decreased Acreage
❑ Changed Irrigation Design
❑ Change in Farm type
❑ Plan based on 3 bears On Farm Records
Other
Comments:
tve- r
Date
J

Murphy -Brown, LLC 12/8/2005 2822 Hwy 24 West
P.O. Box 856
Warsaw, NC 28398
NUTRIENT UTILIZATION PLAN
Grower(s):
Farm Name:
Murphy -Brown, LLC
Frenches Creek Sow
County: Bladen
Farm Capacity:
Farrow to Wean 2400
Farrow to Feeder
Farrow to Finish
Wean to Feeder
Feeder to Finish
Storage Structure: Anaerobic
Storage Period:
Application Method:
Lagoon
>180 days
Irrigation
RECEIVED
DEC 16 2005
DW-FAYI:TIEI U E RMOMAI.OMM
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.
1of11

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 Type Waste Produced per Animal Total
2400
Farrow to Wean
3212 gal/yr
7,708,800 gallyr
Farrow to Feeder
4015 gal/yr
gal/yr
Farrow to Finish
10585 gallyr
gal/yr
Wean to Feeder
223 gallyr
gal/yr
Feeder to Finish
986 gallyr
gallyr
Total 7,708,800 gallyr
AMOUNT OF PLANT AVAILABLE NITROGEN PRODUCED PER YEAR (lbs): 'Based on Site Specific Data
Capacity Type Nitrogen Produced eer Animal Total
2400
Farrow to Wean
3.22 lbs/yr
7,728 lbs/yr
Farrow to Feeder
6.5 lbs/yr
lbs/yr
Farrow to Finish
26 lbs/yr
lbs/yr
Wean to Feeder
0.48 lbs/yr
lbs/yr
Feeder to Finish
2.3 lbs/yr
lb slyr
Total 7,728 lbs/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: 37.8
Total N Required 1st Year: 9246.825
Total N Required 2nd Year: 0
Average Annual Nitrogen Requirement of Crops: 9,246.83
Total Nitrogen Produced by Farm: 7,728.00
Nitrogen Balance for Crops: (1,518.83)
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.
2of11

FR.�,_�option -Area Specifications
Tract Fi.ld- _Irr Ii gat ed $oil utc-r—OPTIme tols-f-Crop 1-st—C—rop Lbs NiAc _-Lbs N Total - I . bs Nfnd
Acreage Type Code Apply Yield lbs N/Unit Residual Utilized
Crop Time to 2nd Crop 2nd Crop Lbs NfAc Lb��
Code Apply Yield lbs NIUnIt. Residual /Ac Utilized
./Ac--
___
—OEM=
i
�
M,
�
�
■
�m®moo
���
���
��
0
��i■
�®��I
3(a) of 15

Reception Area Specifications
Tract Field Irrigated Soil ist Crop Time to 1stCrop 1stCrop LbsNJAc Lbs N Total lbs N 2nd Crop Time to 2nd Crop 2nd Crop Lbs NJAc Lbs N Total lbs N
Acreage Type Code Apply Yield Ibs MUM Residual /Ac..- Utilized Code ApEly Yield lbs N/UnIt Residual /Ac Utilized
3(h) of 71

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
A Barley
B Hybrid Bermudagrass - Grazed
C Hybrid Bermudagrass - Hay
D Corn - Grain
E Corn - Silage
F Cotton
G Fescue- Grazed
H Fescue- Hay
Oats
J Rye
K Small Grain - Grazed
L Small Grain - Hay
M Grain Sorghum
N Wheat
O Soybean
P Pine Trees
Lbs N utilized 1 unit yield
1.6 lbs N 1 bushel
50 lbs N 1 ton
50 lbs N I ton
1.25 lbs N 1 bushel
12 lbs N 1 ton
0.12 lbs N 1 lbs lint
50 lbs N 1 ton
50 Ibs N / ton
1.3 lbs N 1 bushel
2.4 lbs N 1 bushel
50 lbs N 1 acre
50 lbs N 1 acre
2.5 lbs N 1 cwt
2.4 lbs N / bushel
4.0 lbs. N I bushel
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.
4of11

SLUDGE APPLICATION:
The following table describes the annual nitrogen accumulation rate per animal
in the lagoon sludge
Farm Specifications PAN/ rlanimal Farm Totall r
2400 Farrow to Wean 0.84 2016
Farrow to Feeder 1
Farrow to Finish 4.1
Wean to Feeder 0.072
Feeder to Finish 0.36
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 2016 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 10080 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 33 acreas of land. If you apply the sludge
to corn at a rate of 125 pounds per acre, you will need 80.64 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 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.
5 of 11

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
10968 3
Centenary
B
0.75
1
6
Centenary
B
0.75
1
7
Centenary
B
0.75
1
8
Centenary
B
0.75
1
9
Centenary
B
0.75
1
10
Centenary
B
0.75
1
11
Centenary
B
0.75
1
12
Centenary
B
0.75
1
13
Centenary
B
0.75
1
14
Centenary
B
0.75
1
15
Centenary
B
0.75
1
6 of 11

Additional Comments:
The bermuda rate used in this plan represents a hay/graze combination.
At least half the bermuda yield will be harvested as hay.
7 of 11

12/12/2005 13:13 FAX [phone] HURPHY-BROWN LLC
.12/12/2005 MON 10:57 FAX [phone] t9RLNMl
L0UU4
VUUS/UUZ
NUTRIENT UTILIZATION PLAN CERTIFICATION
Name of Farm: Trenches Creek Sow
Owner: Murphy -Brown, LLC
Manager:
Owner/Manager Agreement:
11we understand and will follow and implement the specifications and t le operation and
maintenance procedures established in the approved animal waste nt trient management
plan for the farm named above. ltwe know that any expansion tome t:xisting design capacity
of the waste treatment and/or storage system, or construction of new .acilitiss, 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 equlpmeni primarty 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 dischz irge occurs from the lagoon
in the event of a 25 year 24 hour storm. I also certify that the waste wil be applied on the land
according to this plan at the appropriate times and at rates which procure no runoff_
This plan will be filed on site at the farm office and at the office of the Goal Soil and Water
Conservation Distrkt and will be available for review by NCDWQ upot request.
Name of Facility Owner: Murphy -Brown. LLC
Signature:
Date
Name of Manager (if different from owner) -
Signature:
Date
Name of Technical Specialist: Dawn Williamson
Afflilation: - - Murphy -Brown, LLC.
Address: 2822 HavY24 West, PC, drawer $56
- - Warsaw, INC 28398
Telephone: LS10) 293.3434
Signature:
Date
80111

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, recievinq 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.
8 Animal waste shall not be applied to saturated soils, during rainfall events, or when the
surface is frozen.
9of11

NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
(continued)
9 Animal waste shall be applied on actively growing crops in such a manner that the crop is
not covered with waste to a depth that would inhibit growth. The potential for salt damage
from animal waste should also be considered.
10 Nutrients from waste shall not be applied in fall or winter for spring planted crops on soils
with a high potential for leaching. Waste/nutrient loading rates on these soils should be
held to a minimum and a suitable winter cover crop planted to take up released nutrients.
Waste shall not be applied more than 30 days prior to planting of the crop or forages
breaking dormancy.
11 Any new swine facility sited on or after October 1, 1995 shall comply with the following:
The outer perimeter of the land area onto which waste is applied from a lagoon that is a
component of a swine farm shall be at least 50 feet from any residential property boundary
and canal_ Animal waste, other than swine waste from facilities sited on or after October 1,
1995, shall not be applied closer 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.
10 of 11

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.
11 of 11

ON -FARM RECORDS
Frenches Creek Sow Farm
Pull
2000
2001
2002
1
-
-
-
2
170,485
44,810
-
3
139,755
-
-
4
101,100
-
-
5
320,355
186,560
48,300
6
634,135
398,840
96,600
7
405,525
601,800
96,600
8
415,850
275,920
73,140
9
601,390
398,840
94,300
10
533,810
415,360
66,010
11
496,455
325,680
90,160
12
592,800
176,950
75,900
13
448,150
359,900
82,800
14
404,620
298,245
73,600
15
137,010
102,070
-
16
131,970
100,890
-
Total
5,533,410
3,685,865
797,410
Average annual volume applied
3,338,895
Month
Year
PAN
February
2000
1.8
March
2000
2.1
May
2000
.2.1
June
2000
2
August
2000
2
October
2000
1.3
January
2001
1.8
March
2001
2.4
June
2001
2.3
Sept
2001
1.2
January
2002
2.2
March
2002
2.2
April
2002
2.3
July
2002
1.6
August
2002
0.9
October
2002
1.0
January
2003
1.4
Farm Average
1.80
Standard Deviation for waste analysis .48 w 0.86
Range of values included in average = .94 - 2.66
Total Lb. PAN/Year = 6,198
Month
Year
PAN
February
2000
1.8
March
2000
2.1
May
2000
2.1
June
2000
2
August
2000
2
October
2000
1.3
January
2001
1.8
March
2001
2.4
June
2001
2.3
Sept
2001
1.2
January
2002
2.2
March
2002
2.2
April
2002
2.3
July
2002
1.6
October
2002
1.0
January
2003
1.4
Farm Average
1.86
3/16/04

Wettable Acres Determination Certification
_ � .__ _ . �... -- •--ram- _ - ,.� - - ,- _ �- .�. � �... - - � - •. - - ___-__._ . - .- ---- • -
Name of Facility: � �C � �• Fac�ity Number.5_-�_
Owncr(s) Name- Mtv 01,n C Phone NoSQ,
Mailing Address: O . 151� 11c 5
By signing this form, the facility owner and Technical Specialist acknowledge the completion of the
Wettable Acres Det=mination. All w-essary Wettable Aare Determination Field Data Sheets and
calculations were completed to conduct a Wettable Acre Determination. The facility's Waste
UdUzatioa Plan has been amended as necessary to reflect actual wetted acreage. A copy of all
wortsheeU, calculations, and other Wettable Acres Deten=adou documents, along with the
applicable Waste Utilization Plan and Wettable Acre ration C tficadon will be filed with
the local Soil and Water Conservation District A copy will also be kept on site with the CertifYed
Animal Waste Management Plan. Any future modifications must be approved by a technical
specialist acid filed with the Soil and Water Conservation District prior to iniplementatioa. If any
modifications, to Flu eWtin&_%m gdwn system qr Agy new irn...gati�cgLa out vra* wired t4,
adequately address the waste management needs of this facility, an Irrigation Specialist or
Professional Engineer bas certified the design and installation below.
Owner Namc: t t
Owner Signature:.
Technical Specialist
Technical Specialist
If assisted by an Irrrigadon Specialist or Professional Fzkgineeir please read and sib below-,
Animal waste application equipn=t has been designed or modified to apply waste as necessary to
accommodate the waste management plan and accordlag to MRCS Standards. Animal waste
application equipment has been installed according to MRCS Standards and is ready for use.
Irrigation SpecialisVPE Name:._
Irrigation Spmiahst/FE Signature: Date:
Submit " form to:
Attn: Sonya Avant
Non -Discharge Compliance Unit
Division of Water Quality
1617 Mail Smice Center
Raleigb, NC 27699--1617
W A W - 7/99

�~ r 1<a�J
Irrigated Acreage Determination Procedures
for Wastewater Application Equipment
1.
2.
3.
4.
5.
6.
7.
8.
**10
Hard Hose Traveling Gun System
FIELD DATA WORKSHEET*
Make and model number s A- J
Hose length 1450 [feet] and hose inside diameter (ID) [inch]
Gun make and model number ��� 50 - ' , G-- -:�-o
Gun nozzle size 1 1 [inch], ring orifice, taper bore orifice
Gun arc angle [degrees]
Travel lane spacing r--;t0Q— [feet]. Indicate whether uniform or random.
Number of exterior hydrants `i Number of interior hydrants Co
Gun wetted diameter 3 Z13 [feet]. �easured or based on gun chart.
Gun pressure S rd [psi] C al ":,,rA--, o - observed at working gauge,
determined from gun charts, calculated (show calculations)
Operating pressure at hose reel °l 1 [psi]. observed at working gauge or
provided by owner.
Supply line size [inch] (from pump to last hydrant)
Supply line length feet (maximum pumping distance)
Supply line type PVC or aluminum
Pump make and model number
Pump capacity [gpm]
Engine make and model number
or
**16. Electric motor horsepower and rpm [hp] [rpm]
Note: It is strongly recommended that you field determine wetted diameter and operating
pressure at the reel and gun.
* Locate each hydrant on a copy of the map. indicate the start and stop of the sprinkler cart
for each travel lane and show the distance traveled. Show the location of the supply line.
Irrigated acres are determined by the travel lane.
** Optional data, furnish where possible.
*** Information furnished by
and/or
Signature of owner or facility representative
Printed name of owner or facility repn�entative
Date "-A - -
Signature of technical specialist
Printed name of technical specialist
Date
*** Only the person or people collecting the data should sign the Field Data Worksheet.
NO

Multiple worksheas may be needed) HARD HOSE TRAVELER
IRRIGATION SYSTEM
4 Hard Hose Traveling Gun System
COMPUTATIONAL WORKSHEET
2, Farm number (identification) �fQnc�e, Grsic veld number (identification) i
2. Irrigation system designation ,✓Existing irrigation system New/expanded irrigation system
3. Number of travel lanes # Interior lanes S; 4 # Exterior lanes by feet) Length of pull(LI)
# Interior lanes �_ # Exterior lanes 1� [feet] Length of pull(L2)
t # Interior lanes # Exterior lanes lrq� [feet] Length of pull(1-3)
4. Wetted diametero[feet] from Field Data Worksheet
5. Spacing 200 -Hydrant spacing [feet] �c� [as a percentage of wetted diameter]
6. Hydrant layout --Hydrant
hydrants Single hydrant Excessively spaced hydrants
7. Read the irrigated area per travel pull for the given wetted diameter from the appropriate table and colurrm
based on pattern, spacing, and travel lane location.
Travel lane length (L-) Interior or Exterior pane/hydrant) 5' r` '% l e
S (a) Acres start end of pull from Tablet 'I o ~ Column
Z . 1-1 to (b) Acres middle portion of pull (Ll)
3 (Pull length (,o ` [feet] X Wetted width aod [feet]) / 43,560
1 ci (c) Acres stop end of pull from Table E q O } Column C)
�H Total acres for travel lane length (LI) (SuLm: a + b + c)
Travel lane length (L_) Interior or ✓Exterior (lane/hydrant)
f 4 _,L (a) Acres start end of pull from Table CE 1DO Column 3
3. oco (b) Acres middle portion of pull (L2) srac 4 "', f 44ssG o � • tq
j;� V-k" 4 aL.o l ch -:'s
0- A- � (Pull length [feet] X Wetted width [feet]) / 43r560
LLV (c) Acres stop end of pull from Table 0 Column G
10 Total acres for travel lane length (L2) (Sum, a t- h + c)
Travel lane length (L_) "interior or Exterior (lane/hydrant)
6k-9 (a) Acres start end of pull from Table Column ';
3 , 19 (b) Acres middle portion of pull (13)
(Pull lengths [feet] X Wetted width a b3� [feet]) / 43,560
I (c) Acres stop end of pull from Table p_ Column
LA'-36 Total acres for travel lane length (L3) Mutt: a + b + c)
8. Multiply the tabulated irrigated acreage value per travel pull by the number of pulls of each
category in the field. Add all of these, and this is the total irrigated acreage for the field.
(a) Acres per travel lane length (L1)
X
# Lanes =
Acres
(b) Acres per travel lane length (L2)
X
# Lanes =
Acres
(c) Acres per travel lane length (L3)
X
# Lanes =
Acres
a •� O Total CAWMP wettable acres for field (Sum: Sa + 8b + 80
Wettable Acre Computational Worksheet Completed by. ,.V_ Date:
l
Signature of technical sp?'cialist
15

f fulHple worksheets may be needed) HARD HOSE TRAVELER
IRRIGATION SYSTEM
{ Hard Hose Traveling Gun System
COMPUTATIONAL WORKSHEET
1. Farm number (identification) VC . .Sg L--N Field number (identification) L
2. Irrigation system designation ✓Existing irrigation system New/expanded irrigation system
3. Number of travel lanes ��. # Interior Ianes # Exterior lanes 71 t�. feet] Length of pull(L1)
r # interior lanes # Exterior lanes b o [feet) Length of pull(L2)
] # Interior lanes # Exterior lanes 110 [feet) Length of pull(L3)
4. Wetted diameter 3 do [feet] from Field Data Worksheet
S. Spacing ao� Hydrant spacing [feet] 1�3°? o [as a percentage of wetted diameter]
6. Hydrant layout —Multiple hydrants Single hydrant Excessively spaced hydrants
7. Read the irrigated area per travel pull for the given wetted diameter from the appropriate table and column
based on pattern, spacing, and travel lane location.
'Navel lane length (L, ✓Interior or _ Exterior' (lane/hydrant)
� L# (a) Acres start end of pull from Table U l- �O Column fb
(b) Acres middle portion of pull (LI)
[full length gt()[feet] X Wetted width aac7 [feet)] / 43,560
B(c) Acres stop end of pull from Table Column
cl•3'i Total acres for travel lane length (Ll) (Sum: a + b + c)
Travel lane length (L-) .interior or Exterior (lane/hydrant)
. Wa (a) Acres start end of pull from Table CT (,o Column
Z. Ln (b) Acres middle portion of pull (L2)
j p [Pull length DAeo [feet] X Wetted width moo [feet])/43,560
(c) Acres stop end of pull from Table Column
Li. 6 Total acres for travel lane length (1-2) (Sum: a + b + c)
Travel lane length (L, ✓lnterior or Exterior (lane/hydrant)
-tpCa (a) Acres start end of pull from Table 'L-Z (-3 Column
3. ate (b) Acres middle portion of pull (13)
1 (Pull length'_ [feet] X Wetted width �� [feet]} / 43,560
(c) Acres stop end of pull from `Fable Column
3 •q:)- Total acres for travel lane length (1.,3) (Sum: a + b + c)
8. Multiply the tabulated irrigated acreage value per travel pull by the number of pulls of each
category in the field. Add all of these, and this is the total irrigated acreage for the field.
(a) Acres per travel lane length (Ll) X
(b) Acres per travel lane length (L2) X
(c) Acres per travel lane length (1.3) .X
# Lanes =
Acres
# Lanes =
Acres
# Lanes =
Acres
1 a �5 Total CAUMP wettable acres for field (Sum: 8a + 8b + 8c)
Wettable Acre Computational Worksheet Completed by; _T s� �, °n._ Date:`
Signature of tecl3nical spe�sallst

(Multiple worksheets may be needed) HARD HOSE TRAVELED
IRRIGATION SYSTEM
{ Hard Hose Traveling Gun System
COMPUTATIONAL WORKSHEET
1. Farm number (identification) -VC • �S 1�-o Field number (identification) -Zi 2 Q-
2. Irrigation system designation ✓Existing irrigation system New/expanded irrigation system
3. Number of travel lanes # Interior lanes � # Exterior Ianes 01,),5 feet] Length of pull(L1)
# Interior lanes # Exterior lanes [feet] Length of pull(L2)
# Interior lanes # Exterior lanes [feet] Length of pull(L3)
4. Wetted diameter [feet] from Field Data Worksheet
5. Spacing --LPo Hydrant spacing [feet] to 3fli-6 [as a percentage of wetted diameter]
6. Hydrant layout ✓Multiple hydrants Single hydrant Excessively spaced hydrants
7. Read the irrigated area per travel pull for the given wetted diameter from the appropriate table and column
based on pattern, spacing, and travel lane location.
Travel lane length (L, Interior or ✓Exterior (lane/hydrant)
.-19 (a) Acres start end of pull from Table tC-U 6 Column fj
I LI c4.614 (b) Acres middle portion of pull (LL) 55 s \z V a / 4� sL' 0 3.'' 6
' (Pull Iength%S [feet] X Wetted width (feet]) / 43,560
y_ (c) Acres stop end of pull from Table Column
5 Total acres for travel lane length (L11) (Sum; a + b + c)
(, Travel lane length (L_) Interior or Exterior (lane hydrant)
(a) Acres start end of pull from Table
(b) Acres middle portion of pull (1-2)
{Pull length [feet] X Wetted width
(c) Acres stop end of pull from Table
Total acres for travel lane length (L2) (Sum: a + b + c)
Travel lane length (L, Interior or Exterior (lane/hydrant)
(a) Acres start end of pull from Table
(b) Acres middle portion of pull (13)
(Pull length [feet] X Wetted width
(c) Acres stop end of pull from Table
Total acres for travel lane length (1.3) (Sam: a + b + c)
Column
_ (feet)) / 43,560
Column
Column
[feet]) / 43,560
Column
8. Multiply the tabulated irrigated acreage value per travel pull by the number of pulls of each
category in the field. Add all of these, and this is the total irrigated acreage for the field.
(a) Acres per travel lane length (LI) X # Lanes = Acres
(b) Acres per travel lane length (L2) X # Lanes = Acres
(c) Acres per travel lane length (L3) X # Lanes = Acres
l 5 • `I Total CAWMP wettable acres for field (Sum: 8a + 8b + 8c)
7 Wettable Acre Computational Worksheet Completed ley:iC=vw �, Date:?.
Signature of technical sgec}alist
. rs

Multiple worksheets may be needed) HARD HOSE TRAVELER
IRRICATiON SYSTEM
4 Hard Hose Traveling Gun System
COMPUTATIONAL WORKSHEET
1. Farm number (identification) L Sow Field number (identification) �% e�
2. Irrigation system designation ✓Existing irrigation system New/expanded irrigation system
3. Number of travel lanes # Interior lanes ✓ # Exterior lanes 1b S feet] Length of pull(Ll)
✓ # Interior lanes # Exterior lanes 6Ay [feet] Length of pull(L2)
# Interior lanes # Exterior lanes 4 [feet] Length of pull(W)
4. Wetted diameter 3b_ [feet] from Field Data Worksheet
5. Spacing a00 Hydrant spacing [feet] _C.3')o [as a percentage of wetted diameter]
6. Hydrant layout ✓Multiple hydrants Single hydrant Excessively spaced hydrants
7. Read the irrigated area per travel pull for the given wetted diameter from the appropriate table and column
based on pattern, sparing, and travel lane location.
Travel lane length (L-) Interior or �terior pane/hydrant)
• Si-3 (a) Acres start end of pull from Table C;t U C> Column
=�5 _ (b) Acres middle portion of pull (LI),,, : job
C [Pull length 1 `G 5 [feet] X Wetted width Z00 [feet]) / 43,560
1 (c) Acres stop end of pull from Table Column
1.4y Total acres for travel lane length (Lt) (Sum: a + b + c)
Travel lane length (L_) ✓Interior or Exterior (lane/hydrant)
yqS (a) Acres start end of pull from Table Zln Column
3, (b) Acres middle portion of pull (L2) ' -1O 4- Z` o /`4-t5�4
Z26 4 3 ST&o = 1
l i [null length �vDLO [feet] X Wetted width Meet]) / 43,560
_ (c) Acres stop end of pull from Fable Column
3 ci Total acres for travel lane length (LZ) (Sum: a + b + c)
Travel lane length (L-) ✓interior or _Exterior (lane/hydrant)
(a) Acres start end of pull from Table C.1(oO Column '
--Q (b) Acres middle portion of pull (1-3)
3 (Pull lengthy - [feet] X Wetted width 2Za [feet]] / 43,560
(c) Acres stop end of pull from Table Column
a •qq Total acres for travel lane length (L3) (Sinn: a + b + c)
8. Multiply the tabulated irrigated acreage value per travel pull by the number of pulls of each
category in the field. Add all of these, and this is the total irrigated acreage for the field.
(a) Acres per travel lane length (L1) X # Lanes = Acres
(b) Acres per travel lane length (L2) X # Lanes = Acres
(c) Acres per travel lane length (L3) X # Lanes Acres
.1 Total CaWMP wettable acres for field (Sutra: 8a + 8b + 8c)
Wettable Acre Computational Worksheet Completed by: P-Date: L -
Signature of technical spe dust
�15

(Mvidple worksheets may be needed) HARD HOSE TRAVELER
IRRIGATION SYSTEM
4 Hard Hose Traveling Gun System
COMPUTATIONAL WORKSHEET
1. Farm number (identification) - C Sri-j Field number (identification) �- i 3
2. Irrigation system designation ✓ Existing irrigation system New/expanded irrigation system
3. Number of travel lanes # Interior lanes # Exterior lanes L400 feet] Length of pull(LI)
# Interior lanes # Exterior lanes [feet] Length of pull(L2)
# Interior lanes # Exterior lanes [feet] Length of pull(L3)
4. Wetted diameter 3--�o [feet] from Field Data Worksheet
5. Spacing ano Hydrant spacing [feet] [as a percentage of wetted diameter]
6. Hydrant layout -- r ultiple hydrants Single hydrant Excessively spaced hydrants
7. Read the irrigated area per travel pull for the given wetted diameter from the appropriate table and column
based on pattern, spacing, and travel lane location.
Travel lane length (L, Interior or 1.1-&1terior'Qane/hydrant)
(a) Acres start end of pull from Table V-'Zb a Column_
(b) Acres middle portion of pull (LI) % � �� Llaa o I LA3 =
3a � -t35(.o = .-I�!
ti 5� (Pull length [feet] X Wetted width [feet]} / 43,560
(c) Acres stop end of pull from Table Column
a .Sb Total acres for travel lane length (LI) (Sum: a + b + c)
Travel lane length (L-) Interior or Exterior (lane/hydrant)
(a) Acres start end of pull from Table Column
(b) Acres middle portion of pull (LZ)
(Pull length [feet] X Wetted width [feet]) / 43,560
_ (c) Acres stop end of pull from Table Column
Total acres for travel lane length (L2) (Sum: a + b + c)
'Navel lane length (L, Interior or Exterior (lane/hydrant)
(a) Acres start end of pull from Table Column
(b) Acres middle portion of pull (W)
(Pull length [feet] X Wetted width [feet]] / 43,560
(c) Acres stop end of pull from Table Column
Total acres for travel lane Iengkit (L3) (Stun: a + b + c)
8. Multiply the tabulated irrigated acreage value per travel pull by the number of pulls of each
category in the field. Add all of these, and this is the total irrigated acreage for the field.
(a) Acres per travel lane length (LI) X
(b) Acres per travel lane length (L2) X
(c) Acres per travel lane length (W) -X
# Lanes = _
Acres
# Lanes = `
_ Acres
# Lanes = 4
Acres
d. a Total CAWMP wettable acres for field (Sion: 8a + 8b + 8c)
Wettable Acre Computational Worksheet Completed by: �r Date:
Signature of technical spedallst
7s

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Murphy Family Farms
FrenchOs Creek Sow Farm
PO Box 759
Rose Hill NC 28458
Dear Murphy Family Farms:
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P. E.. Director
Division of Water Quality
October 1, 2004 i RECEIVED
OCT 15 2004
D9aR-FAYEi'TE1llll_E REGI01� OFf10E
Subject: Certificate of Coverage No. AWS090003
FrenchOs Creek Sow Farm
Swine Waste Collection, Treatment,
Storage and Application System
Bladen County
On June 11, 2004, the North Carolina Division of Water Quality (Division) issued a revised State General
Permit for swine facilities. The General Permit was issued in accordance with the directive of Senate Bill
733 (Session Law 2003-28).
In accordance with your application received on February 13, 2003 and in accordance with the directive
of Senate Bill 733, we are hereby forwarding to you this Certificate of Coverage (COC) issued to
Murphy Family Farms, authorizing the operation of the subject animal waste collection, treatment,
storage and land application system in accordance with General Permit AWG100000. The issuance of
this COC supercedes and terminates your previous COC Number AWS090003 which expires October 1,
2004.
This approval shall consist of the operation of this system including, but not limited to, the management
of animal waste from the FrenchOs Creek Sow Farm, located in Bladen County, with an animal capacity
of no greater than an annual average of 2400 Farrow to Wean swine and the application to land as
specified in the facility's Certified Animal Waste Management Plan (CAWMP). If this is a Farrow to
Wean or Farrow to Feeder operation, there may also be one boar for each 15 sows. Where boars are
unneccessary, they may be replaced by an equivalent number of sows. Any of the sows may be replaced
by gilts at a rate of 4 gilts for every 3 sows
The COC shall be effective from the date of issuance until September 30, 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. Since this is a revised State
General Permit, it contains new requirements in addition to most of the conditions contained in the
previous 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 - Animal Feeding Operations Unit
1636 Mail Service Center, Raleigh, North Carolina 27699-1638 One
NofthCarolina
Phone: [phone] FAX: [phone] Intemet h2o.enr.state.nc.us Aaturally
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper

If your Waste Utilization Plan has been developed based on site specific information, careful evaluation
of future samples is necessary. Should your records show that the current Waste Utilization Plan is
inaccurate you will need to have a new Waste Utilization Plan developed.
The issuance of this COC does not excuse the Permittee from the obligation to comply with all applicable
laws, rules, standards, and ordinances (local, state, and federal), nor does issuance of a COC to operate
under this permit convey any property rights in either real or personal property.
Upon abandonment or depopulation for a period of four years or more, the Permittee must submit
documentation to the Division demonstrating that all current NRCS standards are met prior to restocking
of the facility.
Per 15A NCAC 2H .0225(c) a compliance boundary is provided for the facility and no new water supply
wells shall be constructed within the compliance boundary. Per NRCS standards a 100 foot separation
shall be maintained between water supply wells and any lagoon, storage pond, or any wetted area of a
spray field.
Please be advised that any violation of the terms and conditions specified in this COC, the General Permit
or the CAWMP may result in the revocation of this COC, or penalties in accordance with NCGS 143-
215.6A through 143-215.6C including civil penalties, criminal penalties, and injunctive relief.
If you wish to continue the activity permitted under the General Permit after the expiration date of the
General Permit, an application for renewal must be filed at least 180 days prior to expiration.
This COC is not automatically transferable. A name/ownership change application must be submitted to
the Division prior to a name change or change in ownership.
If any parts, requirements, or limitations contained in this COC are unacceptable, you have the right to
apply for an individual permit by contacting the staff member listed below for information on this
process. Unless such a request is made within 30 days, this COC shall be final and binding.
This facility is located in a county covered by our Fayetteville Regional Office. The Regional Office
Water Quality Staff may be reached at [phone]. If you need additional information concerning
this COC or the General Permit, please contact Duane Leith at [phone].
Sincerely,
v
for Alan W. Klimek, P.E.
Enclosures (General Permit AWG100000)
cc: (Certificate of Coverage only for all cc's)
Fayetteville Regional Office, Aquifer Protection Section
Bladen County Health Department
Bladen County Soil and Water Conservation District
Permit File AWS090003
APS Central Files

Waste Management Plan Changes
®ENR—FRO
APR - 7 2004
DWQ
Facility - _ 03 _ Farm ire exce C - "-'
This farms Waste Management Plan has made the following changes:
❑ Crop changes
wetted Acres
❑ Increased Acreage
❑ Decreased Acreage
❑ Changed Irrigation Design
❑ Change in Farm type
❑ Plan based on 3 Years On Farm Records
❑ Other
Comments:
LkILo11CA
Date

Name of Facility:
Owner(s)
Mailing .A.ddress-
Wettable Acres Determination Certification
r—
y Numbez:ram,- C)
No:qk---)- = -;1A
By signing this form, the facility owner and Technical Specialist acknowledge the completion of the
Wettable Acres Deterrination. All necessary Wettable Acre Determination Field Data Sheers and.
calculations were completed to conduct a Wettable Acre Determination. The facility's Waste
Utilization Plan has been amended as necessary to reflect actual wetted acmage. A copy of all
worksheets, calculations, and other Wettable Acres Determination documents, along with the
applicable Waste Utilization Plan and Wettable Acre Determination Certification will be filed with
the local Soil and Water Conservation District. A copy will also be kept on site with the Certified
Animal Waste Management Plan. Any future modifications must be approved by a technical
specialist and filed with the Soil and Water Conservation District prior to implementation. If any
modifications. to the existin_jp gation system or sny.. new irdgati2gcquipmLeitt was required to,
adequately address the waste management needs of this facility, an Irrigation Specialist or
Professional Engineer has certified the design and installation below.
Owner Name: 1 I
Owner Signature:_
Technical Specialist
Technical Specialist
If assisted by an Irrigation Specialist or Professional Engineer please read and sign below:
Animal waste application equipment has been designed or modified to apply waste as necessary to
accommodate the waste management plan and according to NRCS Standards. Animal waste
application equipment has been installed according to NRCS Standards and is ready for use.
Irrigation SpecialisVPE Name:
Irrigation Specialist/PE Signature: Date:
Submit this form to:
Attn: Sonya Avant
Non -Discharge Compliance Unit
Division of Water Quality
1617 Mail Service Center
Raleigh, NC 27699-1617
WADC — 7/99
t 'r ?60'A tif'.lfllf'.'l ,11V!SNl Nl �&.6[*r :007'6', 'Nnf

k ' t t r-� c � iy �� �^- � �':�rn- �- -xr '..^�..�-w .M�"`�.e'"" 3 _ sS _ "'-' ii's��`-'"-'�'"..-,e•�.,.c.w...,,'y�,,,, �'y
PRODUCER: FRENCHES CREEK SOW FARM -- MURPHY FAMILY FARMS
LOCATION: HWY 53 (7 MILES EAST OF WHITE LAKE); BLADEN COUNTY
TELEPHONE: [phone]
TYPE OPERATION: FARROW - WEAN
NUMBER OF ANIMALS: 2400
(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 fertilizer value of the waste and to ensure that it is applied in an environmentally safe
manner. Always apply waste based on the needs of the crop to be grown and the nutrient
content of the waste. Do not apply more nitrogen than the crop can utilize. Soil types are
important as they have different infiltration rates, leaching potentials, cation exchange
capacities, and available water holding capacities. Normally waste shall not be applied to land
eroding at greater than 5 tons per acre per year. With special precautions, waste may be
applied to land eroding at up to 10 tons per year. Do not apply waste on saturated soils, when it
is raining, or when the surface is frozen. Either of these conditions may result in runoff to
surface waters which is not allowed under DEM regulations. Wind conditions should also be
considered to avoid drift and downwind odor problems. To maximize the value of nutrients for
crop production and to reduce the potential for pollution, the waste should be applied to a
growing crop or applied to bare ground not more than 30 days prior to planting. Injecting the
waste or disking will conserve nutrients and reduce odor problems.
The estimated acres needed to apply the animal waste is based on typical nutrient content for
this type of facility. Acreage requirements should be based on the waste analysis report from
your waste management facility. Attached you will find information 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
2H.0217 adopted by the Environmental Management Commission.
Page 1

Amount of Waste Produced Per Year (gallons, ft. tons, etc.)
2,400 animals X 6.09 (tons) waste/animal/year = 14,616 (tons) wastelyear.
Amount of Plant Available Nitrogen (PAN) Produced Per Year
2,400 animals X 4.79 lbs. PANlanimallyear = 11,500 lbs. PAN/year. (PAN from N.C.
Guide Std. 633) ** see narrative for PAN reduction certification** Tech
Applying the above amount of waste is a big job. You should plan time and have appropriate
equipment to apply the waste in a timely manner
The following acreage will be needed for waste application based on the crop to be grown and
surface application:
Table 1: ACRES OWNED BY PRODUCER
Tract Field Soil Crop Lbs. N Acres Lbs. N Month of
# No. TVDe Per Acre Utilized Aoolication
T10968
1
Ce
Bermuda (G&HL
255
26.34
6716.7
March - Sept
T10968
2
Ce
Bermuda G&H
255
0.84
214.2
March - Sept
T10968
3
Ce
Bermuda (G&H
255
10.62
2708.1
March - Sept
T10968
all
Ce
Small Grain
50
37.80
1890
Sept - April
Total 1 37.801 11,529.00 1
*This N is from animal waste only. If nutrients from other sources such as commercial fertilizer are
applied, they must be accounted for. N must be based on realistic yield expectation.
NOTE: The applicator is cautioned that P and K may be over applied while meeting the N
requirements. Beginning in 1996 the Coastal Zone Management Act will require farmers in some
eastern counties of North Caroline to have a nutrient management plan that addresses all nutrients.
This plan only addresses Nitrogen.
Page 2

c-s:
UTILIZATI.ON�PLANu`r
-t '%'i,w .--�....,,•..:7 ) r. -:,s L_cs-
Table 2: ACRES WITH AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent landowner must be attached)
(Required only if operator does not own adequate land [see
Required Specification 2])
Tract Field Soil Crop Lbs. N Acres Lbs. N Month of
0. Type Per Acre* Itilized Application
See footnote for Table 1.
Totals from above Tables
Acres Lbs. N
Utilized
Table 1 37.80 11,529,00
Table 2
Total 37.80 11,529.00
Amount of N Produced 11,500.00
Surplus or Deficit 29.00
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 nutrient or other elements.
Page 3

'WAS;TE,U,TILIZATIOKPL �
See attached map showing the fields to be used for the utilization of waste water.
Application of Waste by Irrigation
Field Soil Type Crop Application Application
No. Rate 1nIHr Amount In.
1,2,3 Ce Bermuda 0.5 .5-1.0
THIS TABLE IS NOT NEEDED IF WASTE IS NOT BEING APPLIED BY IRRIGATION, HOWEVER A SIMILAR TABLE
WILL BE NEEDED FOR DRY LITTER OR SLURRY.
Your facility is designed for 180 days of temporary storage and the temporary storage
must be removed on the average of once every ti MONTHS. In no instance should the volume
of waste being stored in your structure exceed Elevation 'see lagoon design.
Call the local Natural Resources Conservation Service (formerly Soil Conservation Service) or
Soil and Water Conservation District office after you receive the waste analysis report for
assistance in determining the amount per acre to apply and the proper application rate prior to
applying the waste.
Narrative of operation: The acres in this plan are 'wetted' acres. This plan is written for
bermuda which will be grazed and cut for hair. Atleast 1/2 of yeild must be removed as hay.
The following is the justification for reduction of Lbs. PANproduced:
The PAN produced was determined using the NC Cooperative Ext. standards for determining
PAN generated. Grower has copies of all IRR-2's and Waste Analysis used to determine this
amount in his file box. Attached to the NUP is a consolidation of that data. The number used
on page 2 of the NUP for Total Lbs. PAN/year in more that the total PAN generated using the
NC Cooperative Ext. standards.
Page 4

.� s a m -- .,r -��""' r+'�c' w. sr .a-,x�.-w '7"' .x i--�'�'^�'�-�»'�"�„-W - 4"...,.�..�E �� �, .s.^". �.'�•'��'*'_ ' i,�y""es�—^„ �
WASTES UTI.LIZATI4N =PLAN
w
- s
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 waste, he/she shall provide a copy of
an agreement with a landowner who is within a reasonable proximity, allowing him/her the
use of the land for waste application. It is the responsibility of the owner of the facility to
secure an update of the Waste Utilization Plan when there is a change in the operation,
increase in the number of animals, method of utilization, or available land.
Animal waste shall be applied to meet, but not exceed, the nitrogen needs for realistic crop
yields based on soil type, available moisture, historical data, climatic conditions, and level
of management, unless there are regulations that restrict the rate of application for other
nutrients.
4 Animal waste shall be applied to land eroding less than 5 tons per acre per year. Waste
may be applied to land that is eroding at 5 or more tons, but less than 10 tons per acre per
year providing grass filter strips are installed where runoff leaves the field. (See FOTG
Standard 393 - Filter Strip).
5 Odors can be reduced by injecting the waste or disking after waste application. Waste
should not be applied when there is danger of drift from the irrigation field.
6 When animal waste is to be applied on acres subject to flooding, it will be soil incorporated
on conventionally tilled cropland. When applied to conservation tilled crops or grassland,
the waste may be broadcast provided the application does not occur during a season
prone to flooding. (See "Weather and Climate in North Carolina" for guidance.)
7 Liquid waste shall be applied at rates not to exceed the soil infiltration rate such that runoff
does not occur offsite or to surface waters and in a method which does not cause drift
from the site during application. No ponding should occur in order to control odor or flies.
8 Animal waste shall not be applied to saturated soils, during rainfall events, or when the
surface is frozen.
Page 5

,� sv—" y .r�r--r°erz=-:7-�. ..•�.,. �' "'S�^r ra-r.� �v"�we -r �'�.
_ . WASTEY UTILIZATION PLA1V
REQUIRED SPECIFICATIONS
(continued)
9 Animal waste shall be applied on actively growing crops in such a manner that the crop is
not covered with waste to a depth that would inhibit growth. The potential for salt damage
from animal waste should also be considered.
10 Waste nutrients shall not be applied in fall or winter for spring planted crops on soils with a
high potential for leaching. Waste nutrient loading rates on these soils should be held to a
minimum and a suitable winter cover crop planted to take up released nutrients. Waste
shall not be applied more than 30 days prior to planting of the crop or forages breaking
dormancy.
11 Any new swine facility sited on or after October 1, 1995 shall comply with the following:
The outer perimeter of the land area onto which waste is applied from a lagoon that is a
component of a swine farm shall be at least 50 feet from any residential property boundary
and from any perennial stream or river (other than an irrigation ditch or canal. Animal
waste other than swine waste from facilities sited on or after October 1, 1995), shall not be
applied closer than 25 feet to perennial waters. (See Standard 393 - Filter Strips).
12 Animal waste shall not be applied closer than 100 feet to wells.
13 Animal waste shall not be applied closer than 200 feet of dwellings other than those
owned by the landowner.
14 Waste shall be applied in a manner not to reach other property and public right-of-ways.
15 Animal waste shall not be discharged into surface waters, drainageways, or wetlands by
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 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.
Page 6

hd; ^"r -:% , t - s y - �.� a�+e r +�rz-�:r�-r�s:.-sn..^z,yrnr-•� -ea .—r .� x�, _ ^"'7y---1"�...'� '�"" s.�^ �.!,`
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.
Waste handling structures, piping pumps, reels, etc., should be inspected on a regular
hacic fn nravant hraakrinwnc laakc And cnillc G rani filar maintananra rharklict chni dri ha
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 animal waste
during the crop season.
21 Highly visible markers shall be installed to mark the top and bottom elevations of the
temporary storage (pumping volume) of all waste treatment lagoons. Pumping shall be
managed to maintain the liquid level between the markers. A marker will be required to
mark the maximum storage volume for waste storage ponds.
22 Waste shall be tested within 60 days of utilization and soil shall be tested at least annually
at crop sites where waste products are applied. Nitrogen shall be the rate -determining
element. Zinc and copper levels in the soil shall be monitored and alternative crop sites
shall be used when these metal approach excessive levels. pH shall be adjusted for
optimum crop production and maintained. Soif and waste analysis records shall be kept
for five years. Poultry dry waste application records shall be maintained for three (3)
years. Waste application records for all other waste shall be maintained for five (5) years.
23
Dead animals will be disposed of in a manner that meets North Carolina regulations.
Page 7

WASTE UTILIZATION PLAN AGREEMENT
Name of Farm: Frenches Creek Sow Farm
Owner / Manager Agreement
I (we) understand and will follow and implement the specifications and the operation and
maintenance procedures established in the approved animal waste utilization plan for the
farm named above. I (we) know that any expansion to the existing design capacity of the
waste treatment and storage system or construction of new facilities will require a new
certification to be submitted to the 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 waters of the state from a storm event less
severe than the 25-year, 24-hour storm. The approved plan will be filed on -site at the farm
office and at the office of the local Soil and Water Conservation District and will be
available for review by DEM upon request.
Name of Facility Owner: Murphy - Brown, LLC _
(Please print) -
Signature: Date: (4 ] 4m
Name of Manager (if different from owner): ��4�,r�� (, -
a
Signature: 0#1Date: LL 1 (a 1 o4
Name of Technical Specialist: (Please print) Toni W. King
Affiliation: Murphy -Brown, LLC
Address (Agency): P.O. Box 856
Warsaw, NC 28398
Signature- Date:
Page 8

ON -FARM RECORDS
Frenches Creek Sow Farm
Pull
2000
2001
2002
1
2
170,485
44,810
-
3
139,755
-
-
4
101,100
-
-
5
320,355
186,560
48,300
6
634,135
398,840
96,600
7
405,525
601,800
96,600
8
415,850
275.920
73,140
9
601,390
398,840
94,300
10
533,810
415,360
66,010
11
496,455
325,680
90,160
12
592,800
176,950
75,900
13
448,150
359,900
82,800
14
404,620
298,245
73,600
15
137,010
102,070
-
16
131,970
100,890
-
Total
5,533,410
3,685,865
797,410
Average annual volume applied
3,338,895
Month
Year
PAN
February
2000
1.8
March
2000
2.1
May
2000
2.1
June
2000
2
August
2000
2
October
2000
1.3
January
2001
1.8
March
2001
2.4
June
2001
2.3
Sept
2001
1.2
January
2002
2.2
March
2002
2.2
April
2002
2.3
July
2002
1.6
August
2002
0.9
October
2002
1.0
January
2003
1.4
Farm Average
1.80
Standard Deviation for waste analysis .48 * 0.86
Range of values included in average = .94 - 2.66
Total Lb. PAN/Year = 6,198
Month
Year
PAN
February
2000
1.8
March
2000
2.1
May
2000
2.1
June
2000
2
August
2000
2
October
2000
1.3
January
2001
1.8
March
2001
2.4
June
2001
2.3
Sept
2001
1.2
January
2002
2.2
March
2002
2.2
April
2002
2.3
July
2002
1.6
October
2002
1.0
January
2003
1.4
Farm Average
1.86
3/16/04

�� 1L Sow
Irrigated Acreage Determination Procedures
for Wastewater Application Equipment
1.
2.
3.
4.
S.
6.
7.
8.
**y
**15.
Hard Hose Traveling Gun System
FIELD DATA WORKSHEET*
Make and model number 2e
Hose length ❑ O [feet] and hose inside diameter (ID) [inch]
Gun make and model number 5on
Gun nozzle size 1 [inch], ring orifice, taper bore orifice
Gun arc angle [degrees]
Travel lane spacing 0,00 [feet]. indicate whether uniform or random.
Number of exterior hydrants Number of interior hydrants Co
Gun wetted diameter [feet]. ,--measured or based on gun chart.
Gun pressure [psi] C al ', %:,rJ Is - observed at working gauge,
determined from gun charts, calculated (show calculations)
Operating pressure at hose reel l [psi], observed at working gauge or
C - l t:5
provided by owner.
Supply line size [inch] (from pump to last hydrant)
Supply line length feet (maximum pumping distance)
Supply line type PVC or aluminum
Pump make and model number
Pump capacity [gpm]
Engine make and model number
or
**16. Electric motor horsepower and rpm [hp] [rpm]
Note: It is strongly recommended that you field determine wetted diameter and operating
pressure at the reel and gun.
* Locate each hydrant on a copy of the map. Indicate the start and stop of the sprinkler cart
for each travel lane and show the distance traveled. Show the location of the supply line.
Irrigated acres are determined by the travel lane.
** Optional data, furnish where possible.
*** Information furnished by
and/or
Signature of owner or facility representative
Printed name of owner or facility representative
hate `A
Signature of technical specialist
Printed name of technical specialist
Date
`** Only the person or people collecting the data should sign the Field Data Worksheet.

(Multiple worksheets may be needed) HARD HOSE TRAVELER
IRRIGATION SYSTEM
Hard Hose Traveling Gun System
COMPUTATIONAL WORKSHEET
1. Farm number (identification) <c Field number (identification)
2. Irrigation system designation ✓Existing irrigation system New/expanded irrigation system
3. Number of travel lanes _# Interior lanes s. 1- # Exterior lanes loO feet] Length of pull (L1)
# Interior lanes �_ # Exterior lanes IO [feet) Length of pull (L2)
i # Interior lanes # Exterior lanes 1� [feet] Length of pull(L3)
4. Wetted diameter_o[feet] from Field Data Worksheet
5. Spacing _.Hydrant spacing [feet) t., [as a percentage of wetted diameter]
6. Hydrant layout ✓Multiple hydrants Single hydrant Excessively spaced hydrants
7. Read the irrigated area per travel pull for the given wetted diameter from the appropriate table and column
based on pattern, spacing, and travel lane location.
Travel lane length (L.) Interior or Exterior pane/hydrant) 5 ` ",� t e
S BIZ 3 6 (a) Acres start end of pull from Tabled "10 ' Column
b (b) Acres middle portion of pull (Lt)
Z
(Pull length (r0 [feet) X Wetted width Ito [feet]) / 43,560
1 (c) Acres stop end of pull from Table EIq 0' Column
. %4 Total acres for travel lane length (L1) (Sum: a + b + c)
Travel lane length (L, Interior or ✓Exterior Oane/hydrant)
q (a) Acres start end of pull from Table CE ��% Column 1J
3.Ota (b) Acres middle portion of pull (L2) 5(no '�° 14 3's�-o
f�;''� IYS Y z1.a f 4 35v,- 5t't
Q 1� O (Pull length [feet] X Wetted width [feet]) / 43,560
.1-4 (c) Acres stop end of ptill from Table `� � Column &
I 0 Total acres for travel lane length (L2) (Sum: a + b + c)
Travel lane length (L_) " fnterior or Exterior (lane/hydrant)
. 6k4 (a) Acres start end of pull from Table r-iL-3 Column
19 (b) Acres middle portion of pull (W)
(Pull lengthlegf [feet] X Wetted width :;�0.O [feet])/ 43,564
JS 1 (c) Acres stop end of pull from Table = Colunm
L- .'! D Total acres for travel lane length (L3) (Sum: a + b + c)
8. Multiply the tabulated irrigated acreage value per travel pull by the number of pulls of each
category in the Held. Add all of these, and this is the total irrigated acreage for the field.
(a) Acres per travel lane length (L1)
(b) Acres per travel lane length (L2)
(c) Acres per travel lane length (L3)
X # Lanes = Acres
X # Lanes = Acres
X # Lanes = Acres
Total CAWMP wettable acres for field (Sum: 8a + 8b + 8c)
Wettable Acre Computational Worksheet Completed by: l' ' Dater",
Signature of technical spk�ctallst

Multiple worksheets may be needed) HARD HOSE TRAVELER
IRRIGATION SYSTEM
4 Hard Hose Traveling Gun System
COMPUTATIONAL WORKSHEET
1. Farm number (identification) kC . Field number (identification) c i
2. Irrigation system designation Existing irrigation system New/expanded irrigation system
3. Number of travel lanes _�^ # Interior lanes # Exterior lanes S I u feet) Length of pull(LI)
1 # Interior lanes # Exterior lanes D e n [feet] Length of pull(L2)
1 # Interior lanes # Exterior lanes 1 10 [feet] Length of pull(L3)
4. Wetted diameter 3 d0 [feet] from Field Data Worksheet
5. Spacing aoo Hydrant spacing [feet] 1p3°? 4 [as a percentage of wetted diameter]
6. Hydrant layout ✓Multiple hydrants Single hydrant Excessively spaced hydrants
7. Read the irrigated area per travel pull for the given wetted diameter from the appropriate table and column
based on pattern, spacing, and travel lane location.
Travel Lane length (L-) Zinterior or Exterior (lane/hydrant)
6l* (a) Acres start end of pull from Table C-7L L40 Column rJ
.1 :�, (b) Acres middle portion of pull (LI)
(� [Pull length sl!tis [feet] X Wetted width aO0 [feet]) / 43,560
(c) Acres stop end of pull from Table Column
Total acres for travel lane length (L1) (Sum: a + b + c)
Travel lane length (I., .interior or Exterior gane/hydrant)
6 b (a) Acres start end of pull from Table C1- (•u Column
3. 49 (b) Acres middle portion of pull (LZ)
[ p (Pull length 1 tan [feet] X Wetted width o,o0 [feet]) / 43,560
(c) Acres stop end of pull from Table Column
`4. 1S Total acres for travel lane length (1,2) (Sum: a + b + c)
'Navel lane length (L_) ✓ Interior or Exterior (lane/hydrant)
G (a) Acres start end of pull from Table _--L �,J - Column
a• a,to (b) Acres middle portion of pull (W)
1 (Pull length-1 to [feet] X Wetted width [feet]) / 43,560
�f (c) Acres stop end of pull from Table Column
3 .'R=• Total acres for travel lane length (L3) (Sain: a + b + c)
8. Multiply the tabulated irrigated acreage value per travel pull by the number of pulls of each
category in the field. Add all of these, and this is the total irrigated acreage for the field.
(a) Acres per travel lane length (Ll)
(b) Acres per travel lane length (L2)
(c) Acres per travel lane length (L3)
X # Lanes
X # Lanes
Acres
Acres
X # Lanes = Acres
1 a ,iS Total CAWMP wettable acres for Held (Sum: 8a + 8b + 8c)
Wettable Acre Computational Worksheet Completed by:�r_� _ }'� �A �\\ Date.' signature of technical spe�3alist

Multiple worksheets may be needed) HARD HOSE TRAVELER
IRRIGATION SYSTEM
4 Hard Hose Traveling Gun System
COMPUTATIONAL WORKSHEET
1. Farm number (identification) -V--rC . Field number (identification) -Z•t A,k
2. Irrigation system designation/Existing irrigation system New/expanded irrigation system
3. Number of travel lanes _ _ # Interior lanes _ t _ # Exterior lanes feet] Length of pull(Ll)
# interior lanes # Exterior lanes [feet] Length of pull(L2)
# Interior lanes # Exterior lanes [feet] Length of pull(L3)
4. Wetted diameter 3 -D b [feet] from Field Data Worksheet
5. Spacing Hydrant spacing [feet] (., IGts [as a percentage of wetted diameter)
6. Hydrant layout ✓Multiple hydrants _ Single hydrant Excessively spaced hydrants
7. Read the irrigated area per travel pull for the given wetted diameter from the appropriate table and column
based on pattern, spacing, and travel lane location.
Travel lane length (L, Interior or ✓Exterior (lane/hydrant)
Q 9 (a) Acres start end of pull from Table t�6 Column �
4.6L4 (b) Acres middle portion of pull (Li) 3 5"� *- »° 44 5 w =
}_� t 5 -1 5 3k z-L o f 3 5L. 0
(Pull Iength)�S [feet] X Wetted width [feet]] / 43,560
i G� (c) Acres stop end of pull from Table Column
5 , Total acres for travel lane length (L1) (Sum: a + b + c)
Travel lane length (L_) Interior or Exterior (lane/hydrant)
(a) Acres start end of pull from Table Column
(b) Acres middle portion of pull (L2)
{Pull length[feet] X Wetted width [feet]) / 43,560
(c) Acres stop end of pull from Table Coltunrr
Total acres for travel lane length (L2) (Sum: a + b + c)
Travel lane length (L, Interior or Exterior (lane/hydrant)
(a) Acres start end of pull from Table Column
(b) Acres middle portion of pull (L3)
(Full length [feet] X Wetted width (feet]) / 43,560
(c) Acres stop end of pull from `Fable Column
Total acres for travel lane length (L3) (Sum: a + b + c)
8. Multiply the tabulated Irrigated acreage value per travel pull by the number of pulls of each
category in the field. Add all of these, and this is the total irrigated acreage for the field.
(a) Acres per travel lane length (L1)
(b) Acres per travel lane length (1,2)
(c) Acres per travel lane length (1,3)
X -# Lanes
X # Lanes
X # Lanes
Acres
Acres
= Acres
54� Total CAWM P wettable acres for field (Sum: 8a + 8b + 8c)
Wettable Acre Computational Worlcsheet Completed by: Date:L'-
Signature of technical specialist
l5

(Multiple worksheets may be needed) HARD HOSE TRAVELER
IRRIGATION SYSTEM
Hard Hose Traveling Gun System
COMPUTATIONAL WORKSHEET
1. Farm number (identification) L Saw Field number (identification) _-1-% e_l_ &. •3
2. irrigation system designation ✓Existing irrigation system New/expanded irrigation system
3. Number of travel lanes # Interior lanes ✓ # Exterior lanes _� feet] Length of pull(LI)
✓ # Interior lanes # Exterior lanes Luau [feet] Length of pull(L2)
# Interior lanes # Exterior lanes' ` [feet] Length of pull(W)
4. Wetted diameter 3 b [feet] from Field Data Worksheet
5. Spacing aOO Hydrant spacing (feet) [as a percentage of wetted diameter]
6. Hydrant layout ✓Multiple hydrants Single hydrant Excessively spaced hydrants
7. Read the irrigated area per travel pull for the given wetted diameter from the appropriate table and column
based on pattern, sparing, and travel lane location.
Travel Lane length (L-) Interior or +/6terior (lane/hydrar►t)
.5�3 (a) Acres start end of pull from Table ry rEo
Column
_ 45 (b) Acres middle portion of pull (LI)
1004 100
Q (Pull length-5 [feet) X Wetted width Zo-0
[feet)t / 43,560
1 (c) Ages stop end of pull from Table
Column
i .'4 A Total acres for travel lane length (LI) (Sum: a + b + c)
Travel lane length (L_) ✓Interior or Exterior (lane/hydrant)
LigS (a) Acres start end of pull from Table ?_Q
Colunui
(b) Acres middle portion of pull (L2) Qo sb Z VO /L"tl' o -- + .0 z
ti STD 2Zp 4 735LU =
(full length taaa [feet] X Wetted width
(feet]) / 43,560
i
_ (c) Acres stop end of pull from Table
Column
3.143 Total acres for travel lane length. (L2) (Sum: a + b + c)
Travel lane length (L, /Interior or Exterior (lane/hydrant)
, co Lo (a) Acres start end of pull from Table C- s to O Column VD
d. (b) Acres middle portion of pull (U)
1 3 [Pull length— $% [feet] X Wetted width az� [feet]] / 43,560
Q (c) Acres stop end of pull from Table Column
a• •qq Total acres for travel lane length (1.3) (Sum: as + b + c)
8. Multiply the tabulated irrigated acreage value per travel pull by the number of pulls of each
category in the field. Add all of these, and this is the total irrigated acreage for the field.
(a) Acres per travel lane length (LI) X # Lanes ; Acres
(b) Acres per travel lane length (L2) X # Lanes = Acres
(c) Acres per travel lane length (W) X # Lanes = Acres
. f Z Total CAWMP wettable acres for field (Sum: 8a + 8b + 80
3
Wettable Acre Computational �Vorksheet Completed by: Date: 4-
Signature of technical spAwlst
IS

(Multiple worksheets may be needed) HARD HOSE TRAVELER
IRRIGATION SYSTEM
Hard Hose Traveling Gun System
COMPUTATIONAL WORKSHEET
1. Farm number (identification) - C SriField number (identification) ' 4--� t 3
2. Irrigation system designation ✓ Existing irrigation system New/expanded irrigation system
3. Number of travel lanes # interior lanes # Exterior lanes °400 feet] Length of pull(L1)
# Interior lanes # Exterior lanes [feet] Length of pull(L2)
# Interior lanes # Exterior lanes [feet] Length of pull(L-3)
4. Wetted diameter 3.2�Q [feet] from Field Data Worksheet
S. Spacing -�Q— Hydrant spacing [feet] L3`?,3 [as a percentage: of wetted diameter]
6. Hydrant layout ._ 1 ultiple hydrants Single hydrant Excessively spaced hydrants
7. Read the irrigated area per travel pull for the given wetted diameter from the appropriate table and column
based on pattern, spacing, and travel lane location.
Travel lane length (L.) Interior or `_ixterior' (lane/hydrant)
(a) Acres start end of pull from Table C' 6 O Column
k . 1 (b) Acres middle pull a� b `sue rco = -
portion of L1 P ( ) ► 3D ak �t.a I Lt3S (-U -
ti 5� (Pull length [feet] X Wetted width [feet]} / 43,560
(c) Acres stop end of pull from Table Column
a .S4 Total acres for travel lane length (LI) (Sum: a + b + c)
Travel lane length (L_) Interior or Exterior (lane/hydrant)
(a) Acres start end of pull from Table Column
(b) Acres middle portion of pull (L2)
(Pull length [feet] X Wetted width [feet)) / 43,560
(c) Acres stop end of pull from Table Column
Total acres for travel lane length (L2) (Sum: a + b + c)
Travel lane length (L-) Interior or Exterior (lane/hydrant)
(a) Acres start end of pull from Table Column
(b) Acres middle portion of pull (L3)
[Pull length [feet] X Wetted width [feet]) / 43,560
(c) Acres stop end of pull from 'Fable Column
Total acres for travel lane length (L3) (Sum: a + b + c)
S. Multiply the tabulated irrigated acreage value per travel pull by the number of pulls of each
category in the field. Add all of these, and this is the total irrigated acreage for the field.
(a) Acres per travel lane length (Ll) X ___—# Lanes = Acres
(b) Acres per travel lane length (L2) X # Lanes = Acres
(c) Acres per travel lane length (113) X # Lanes = .acres
. = u Total CA I"fP wettable acres for field (Sum: 8a + 8b + 8c)
Wettable Acre Computational Worksheet Completed by: Date: s i ip C'--,
Signature of technical speciallst
rs

Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P. E., Director
Division of Water Quality
May 1, 2003
Murphy Family Farms
French's Creek Sow Farm
PO Box 759
Rose Hill NC 28458
Subject: Certificate of Coverage No. AWS090003
French's Creek Sow Farm
Swine Waste Collection, Treatment,
Storage and Application System
Bladen County
Dear Murphy Family Fauns:
On April 28, 2003, the North Carolina General Assembly ratified Senate Bill 733 which directs the
Division of Water Quality (Division) to extend the expiration date of the Swine Waste Operation General
Permit AWG100000. Therefore, the General Permit has been re -issued by the Division to extend the
expiration date to October 1, 2004. During the period of this extension the Division will be working with
all interested parties on the development of a new version of the Non -Discharge General Permit.
In accordance with your application received on February 13, 2003 and in accordance with the directive
of Senate Bill 733, we are hereby forwarding to you this Certificate of Coverage (COC) issued to
Murphy Family Farms, authorizing the operation of the subject animal waste collection, treatment,
storage and land application system in accordance with General Permit AWG100000. The issuance of
this COC supercedes and terminates your previous COC Number AWS090003 which expired on April
30, 2003,
This approval shall consist of the operation of this system including, but not limited to, the management
of animal waste from the French's Creek Sow Farm, located in Bladen County, with an animal capacity of
no greater than an annual average of 2400 Farrow to Wean swine and the application to land as specified
in the facility's Certified Animal Waste Management Plan (CAVR P). 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 October 1, 2004. Pursuant to this COG 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.
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 to
under this vermit c vev any vrovertv rights in either real or Personal aroverty.
N` ME—NR
Non -Discharge Permitting Unit
1617 Mail Service Center, Raleigh, NC 27699-1617
Customer Service Center
An Equal Opportunity Action Employer
Internet http:Hh2o.enr.s1ate.nc.us/ndpu
Telephone [phone] Fax [phone]
Telephone [phone]
50°% recycled/10% post -consumer paper

Upon abandonment or depopulation for a period of four years or more, the Permittee must submit
documentation to the Division demonstrating that all current NRCS standards are met prior to restocking
of the facility.
Per NRCS standards a 100 foot separation shall be maintained between water supply wells and any
lagoon 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, an application for renewal must be filed at least 180 days prior to expiration.
This COC is not automatically transferable. A name/ownership change application must be submitted to
the Division prior to a name change or change in ownership.
If any parts, requirements, or limitations contained in this COC are unacceptable, you have the right to
apply for an individual permit by contacting the staff member listed below for information on this
process. Unless such a request is made within 30 days, this COC shall be final and binding.
This facility is located in a county covered by our Fayetteville Regional Office. The Regional Office
Water Quality Staff may be reached at [phone]. If you need additional information concerning
this COC or the General Permit, please contact Sue Homewood at [phone] ext. 502.
Sincerely,
L/
zde K
for Alan W. Klimek, P.E.
Enclosures (General Permit AWG100000)
cc: (Certificate of Coverage only for all cc's)
Fayetteville Regional Office, Water Quality Section
Bladen County Health Department
Bladen County Soil and Water Conservation District
Permit File AWS090003
NDPU Files

PRODUCER: FRENCHES CREEK SOW FARM -- MURPHY FAMILY FARMS
LOCATION: HWY 53 (7 MILES EAST OF WHITE LAKE); BLADEN COUNTY
TELEPHONE: [phone]
TYPE OPERATION: FARROW - WEAN
NUMBER OF ANIMALS: 2400
(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 fertilizer value of the waste and to ensure that it is applied in an environmentally safe
manner. Always apply waste based on the needs of the crop to be grown and the nutrient
content of the waste. Do not apply more nitrogen than the crop can utilize. Soil types are
important as they have different infiltration rates, leaching potentials, cation exchange
capacities, and available water holding capacities. Normally waste shall not be applied to land
eroding at greater than 5 tons per acre per year. With special precautions, waste may be
applied to land eroding at up to 10 tons per year. Do not apply waste on saturated soils, when it
is raining, or when the surface is frozen. Either of these conditions may result in runoff to
surface waters which is not allowed under DEM regulations. Wind conditions should also be
considered to avoid drift and downwind odor problems. To maximize the value of nutrients for
crop production and to reduce the potential for pollution, the waste should be applied to a
growing crop or applied to bare ground not more than 30 days prior to planting. Injecting the
waste or disking will conserve nutrients and reduce odor problems.
The estimated acres needed to apply the animal waste is based on typical nutrient content for
this type of facility. Acreage requirements should be based on the waste analysis report from
your waste management facility. Attached you will find information 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
2H.0217 adopted by the Environmental Management Commission.
Pagel M00202160934

'-
�:r.
2,400 animals X §M (tons) wastelanimallyear = 14,616 (tons) wastelyear.
Amount of Plant Available Nitrogen (PAN) Produced Per Year
2,400 animals X 5_4 lbs. PAN/animal/year = 12,960 Ibs_ PAN/year. (PAN from N.C.
Guide Std. 633) Tech
Applying the above amount of waste is a big job. You should plan time and have appropriate
equipment to apply the waste in a timely manner
The following acreage will be needed for waste application based on the crop to be grown and
surface application:
Table 1: ACRES OWNED BY PRODUCER
Tract Field Soil Crop Lbs. N Acres Lbs. N Month of
# No. Type Per Acre Utilized Application
T10968
1
Ce
Bermuda (G)
235
28.25
6638.75
March - Sept
T10968
2
Ce
Bermuda(G)
235
4.50
1057.5
March - Sept
T10968
3
Ce
Bermuda G)
235
20.70
4864.5
March - Sept
T10968
any
Ce
Small Grain
50
25.00
1250
Sept - April
Total 1 53.451 13,810.75
*This N is from animal waste only. If nutrients from other sources such as commercial fertilizer are
applied, they must be accounted for. Afn2tst be based on realistic Yieldexpectation.
NOTE. The applicator is cautioned that P and K may be over applied while meeting the N
requirements. Beginning in 1996 the Coastal Zone Management Act will require farmers in some
eastern counties of North Caroline to have a nutrient management plan that addresses all nutrients.
This plan only addresses Nitrogen.
M00202160935
Page 2

����..k "" -: �,,,�,�-. r,.- �1►<1F;Y-►�'ti7?la - ~���L���IQNP�?11�, �^�'�-�r�-� �= �
.--
Table 2: ACRES WITH AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent landowner must be attached)
(Required only if operator does not own adequate land [see
Required Specification 2])
Tract Field Soil Crop Lbs. N Acres Lbs. N Month of
# No. Type Per Acre* Utilized Application
Total -
See footnote for Table 1.
L
Totals from above Tables
Acres Lbs. N
Utilized
Table 1 53.45E12,960.00
75
Table 2
Total 53.4575
Amount of N Produced Surplus or Deficit 75)
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 nutrient or other elements.
M00202160936
Page 3

_r^�:o^i - as aas�?��^�._:_, r` , .Y -mar-�-s� - - ss^ : - �• .«� .c
See attached map showing the flelds to be used for the utilization of waste water.
Application of Waste by irrigation
Field Soil Type Crop Application Application
No. Rate (IniHr) Amount In.
1,2,3 Ce Bermuda 0.5 .5-1.0
THIS TABLE IS NOT NEEDED IF WASTE IS NOT BEING APPLIED BY IRRIGATION, HOWEVER A SIMILAR TABLE
WILL BE NEEDED FOR DRY LITTER OR SLURRY.
Your facility is designed for 1$Q days of temporary storage and the temporary storage
must be removed on the average of once every B MONTHS. In no instance should the volume
of waste being stored in your structure exceed Elevation *see lagoon design.
Call the local Natural Resources Conservation Service (formerly Soil Conservation Service) or
Soil and Water Conservation District office after you receive the waste analysis report for
assistance in determining the amount per acre to apply and the proper application rate prior to
applying the waste.
Narrative of operation: _A minimum of 25 acres for rye 1 ryegrass will be seeded each year to
allow for winter I spring nutrient applications. Area in field 1 shown on map as a second lagoon
was reclaimed during lagoon retrofitting.
M00202160937
Page 4

_,„ �r,. --.-,..- � r.� - s_� •- x
ASTE=UTlL1�710$P:.s«� , - x s_
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 waste, he/she shall provide a copy of
an agreement with a landowner who is within a reasonable proximity, allowing him/her the
use of the land for waste application. It is the responsibility of the owner of the facility to
secure an update of the Waste Utilization Plan when there is a change in the operation,
increase in the number of animals, method of utilization, or available land.
3 Animal waste shall be applied to meet, but not exceed, the nitrogen needs for realistic crop
yields based on soil type, available moisture, historical data, climatic conditions, and level
of management, unless there are regulations that restrict the rate of application for other
nutrients.
4 Animal waste shall be applied to land eroding less than 5 tons per acre per year. Waste
may be applied to land that is eroding at 5 or more tons, but less than 10 tons per acre per
year providing grass filter strips are installed where runoff leaves the field. (See FOTG
Standard 393 - Filter Strip).
5 Odors can be reduced by injecting the waste or disking after waste application. Waste
should not be applied when there is danger of drift from the irrigation field.
6 When animal waste is to be applied on acres subject to flooding, it will be soil incorporated
on conventionally tilled cropland. When applied to conservation tilled crops or grassland,
the waste may be broadcast provided the application does not occur during a season
prone to flooding. (See "Weather and Climate in North Carolina" for guidance.)
7 Liquid waste shall be applied at rates not to exceed the soil infiltration rate such that runoff
does not occur offsite or to surface waters and in a method which does not cause drift
from the site during application. No ponding should occur in order to control odor or flies.
8 Animal waste shall not be applied to saturated soils, during rainfall events, or when the
surface is frozen.
M00202160938
Page 5

3 TE .1 TiON LAN Y r R
REQUIRED SPECIFICATIONS
(continued)
9 Animal waste shall be applied on actively growing crops in such a manner that the crop is
not covered with waste to a depth that would inhibit growth. The potential for salt damage
from animal waste should also be considered.
10 Waste nutrients shall not be applied in fall or winter for spring planted crops on soils with a
high potential for leaching. Waste nutrient loading rates on these soils should be held to a
minimum and a suitable winter cover crop planted to take up released nutrients_ Waste
shall not be applied more than 30 days prior to planting of the crop or forages breaking
dormancy.
11 Any new swine facility sited on or after October 1, 1995 shall comply with the following:
The outer perimeter of the land area onto which waste is applied from a lagoon that is a
component of a swine farm shall be at least 50 feet from any residential property boundary
and from any perennial stream or river (other than an irrigation ditch or canal. Animal
waste other than swine waste from facilities sited on or after October 1, 1995), shall not be
applied closer than 25 feet to perennial waters. (See Standard 393 - Filter Strips).
12 Animal waste shall not be applied closer than 100 feet to wells.
13 Animal waste shall not be applied closer than 200 feet of dwellings other than those
owned by the landowner.
14 Waste shall be applied in a manner not to reach other property and public right-of-ways.
15 Animal waste shall not be discharged into surface waters, drainageways, or wetlands by
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 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 courses 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.
M00202160939
Page 6

REQUIRED SPECIFICATIONS
(continued)
17 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.
18 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.
19 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 propellant with no further applications animal waste
during the crop season.
20 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.
CP
21 Waste shall be tested within �Wdays of utilization and soil shall be tested at least annually
at crop sites where waste products are applied. Nitrogen shall be the rate -determining
element. Zinc and copper levels in the soil shall be monitored and alternative crop sites
shall be used when these metal approach excessive levels. pH shall be adjusted for
optimum crop production and maintained. Soil and waste analysis records shall be kept
for five years. Poultry dry waste application records shall be maintained for three (3)
years. Waste application records for all other waste shall be maintained for five (5) years.
22 Dead animals will be disposed of in a manner that meets North Carolina regulations.
M00202160940
Page 7

WASTE UTILIZATION PLAN AGREEMENT
Name of Farm: "Fre- r,c L c s [re- e_
Owner/Manager Agreement
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) brow 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, 24-hour storm The approved plan will be filed on -site at the
farm office and at the office of the local Soil and Water Conservation District and will be
available for review by DEM upon request.
Name of Facility Owner: AA r ►_3�4 a r 5
(Please print) /
Signature: Date:
Name ofManager(If r from owner):,_� C f��f Rao=rn �J r �1
Signature: Date:
Name of Technical Specialist: (Please print)
Affiliation: [r��A �a r S
Address (Agency): Box '7661
R asC uA k A f er
Signature:
M00202160941

I P.
MA

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aitment of Environment, Health ana Natural Resources
AMAI, 2b Ae G
N Lu Division of Water Qualg
RECE l�Ul 3
Non -Discharge Permit Application Form / Survey
iw ? 9 1997 (THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
�,;�f &TTFGV feral Permit - Liquid Animal. Waste Operations
REG. 0I-F101
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.
Application Date: _ (-~ 23-9'7 _
I. REQUIRED ITEMS CHECKLIST
Please indicate that you have included the following required itetrs by signing your initials in the space provided next to each
item.
AoDlicants En:Cd_&
1. One completed and signed original and one copy of the application for General Permit - Animal
Waste Operations; 4b
2. Two copies of a general location map indicating the location of the animal waste facilities and
field locations where animal waste is disposed;
3_ Two copies of the Certified Animal Waste Management Plan (CAWMP). If the facility does
not have a CAWMP, one must be completed prior to submittal of a general permit application
for animal waste operations.
II. GENERAL INFORMATION:
1. Farm's name: French Creels Sow Farm
2. Print Land Owner's name: Murphy Family Farms _
3. Land Owners Mailing address: 9559 Hwy East 53
City: Kelly C Zip: 28448
to
Telephone Number: 669-2642 _
4. County where farm is located: Bladen
5. Farm Location (Directions from nearest major highway. Please include SR numbers for state roads. Please include a c^py
of a county road map with the location of the farm identified): From White Lake. take SR 1515 around east side -of White
Lake to interrwct N - ao 7.0 miles to farm complex entrance on Lt. Follow signs to Sow_
6. Print Farm Managers name (if different from Land Owner): __ __� M,ljL*_, SJ?EA,z&%
7. Lessee's / Integrator's name (if applicable; please circle which type is listed): Murphy Family Farms
09-3
FORM: A WO-G-E 2/26/97 Page 1 of 3

III. OPERATION INFORMATION:
1. Farm No.: :05!-a- 60AL.6"-*T L y
2. Operation Description: Swine oNratioq
Farrow to Wean
2400 - Certified Design Capacity
Is the above information correct? Wyes; 0 no. If no, correct below using the design capacity of the facility
Tyl& of Swine Np. of Animals Type of Poultry No. of Animals Type of Cattle No. of Animals
0 Wean to Feeder
0 Feeder to Finish
0 Farrow to Wean (# sow)
0 Farrow to Feeder (# sow)
0 Farrow to Finish (# sow)
0 Layer 0 Dairy
0 Non -Layer 0 Beef
0 Turkey
Other Type of Livestock on the farm: No. of Animals;.
3. Acreage cleared and available for application: 56 ; Required Acreage (as listed in the CAWMP): 53.45
4. Number of Lagoons: I ; Total Capacity: 1566243 Cubic Feet (ft3}
Number of Storage Ponds: ; Total Capacity: Cubic Feet (ft3)
5. is animal waste being applied on any field which has subsurface drains? YES or to
(please circle one)
6. Are subsurface drains present in the vicinity of or under the lagoon? YES or(please circle one)
I V . APPLICANT'S CERTIFICATION:
1, P t -A A 1 PJ e-. (Land Owner's name listed in question 11.2), attest that
this application for._Lt�,v s_u `s C a L--c k „ �w PA r-t � (Farm name listed in question 11.1)
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 as incomplete.
.le. T a /-� n
V . MANAGER'S CERTIFICATION: (complete only if different from the Land Owner)
I, _ N A A- It- A n3 (Manager's name listed in question 11.6), attest that this
application for FkeeiG H's CILOVWc 1 F-t-\tLY+n. - (Farm name listed in question II.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 as incomplete.
THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING INFORMATION AND MATERIALS,
SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DIVISION OF WATER QUALITY
WATER QUALITY SECTION
PERMITS AND ENGINEERING UNIT
POST OFFICE BOX 29535
RALEIGH, NORTH CAROLINA 27626-0535
TELEPHONE NUMBER: [phone]
FORM: AWO-G-E 2126/97 - -- Page 2 of 3

State of North Carolina
Department of Environment, Health and Natural Resources
Division of Water Quality
Non -Discharge Permit Application Form / Survey
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
General Permit - Liquid Animal Waste Operations
DIVISION OF WATER QUALITY REGIONAL OFFICES (2197)
Asheville Regional WQ Supervisor
59 Woodfin Place
Asheville, NC 28801
[phone]
Fax [phone]
Avery Macon
Buncombe Madison
Burke
McDowell
Caldwell
Mitchell
Cherokee
Polk
Clay
Rutherford
Graham
Swain
Haywood
Transylvania
Henderson
Yancey
Jackson
Fayetteville Regional WQ Supervisor
Wachovia Building, Suite 714
Fayetteville, NC 28301
[phone]
Fax [phone]
Washington Regional WQ Supervisor
943 Washington Square Mall
Washington, NC 27889
[phone]
Fax [phone]
Beaufort
Jones
Bettie
Lenoir
Camden
Martin
Chowan
Pamlico
Craven
Pasquotank
Currituck
Pergnimans
Daze
Pitt
Gates
Tyrell
Greene
Washington
Hertford
Wayne
Hyde
Mooresville Regional WQ Supervisor
919 North Main Street
Mooresville, NC 28115
[phone]
Fax [phone]
Anson
Moore -
Alexander
Lincoln
Bladen
Richmond
Cabarrus
Mecklenburg
Cumberland
Robeson
Catawba
Rowan
Harnett
Sampson
Cleveland
I Stanly
Hoke
Scotland
Gaston
Union
Montgomeery
hedell
Winston-Salem Regional WQ Supervisor
585 Waughtown Street
Winston-Salem, NC 27107
[phone]
Fax [phone]
Alamance
Rockingham
Alleghany
Randolph
Ashe
Stokes
Caswell
Surry
Davidson
Watauea
Davie
Wilkes
Forsyth
Yadkin
Guilford
Raleigh Regional WQ Supervisor
3800 Barrett Dr.
Raleigh, NC 27609
[phone]
Fax [phone]
Chatham
Nash
Durham
Northampton
Edgecombe
Orange
Franklin
Person
Granville
Vance
Halifax
wake
Johnston
Warren
Lee
Wilson
Wilmington Regional WQ Supervisor
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
[phone]
Fax [phone]
Brunswick New Hanover
Carteret Ouslow
Columbus pleader
DupHn
FORM: AWO-G-E 2/97 Page 3 of 3

Animal Waste Management Plan Certification
(Please type or print all information that does not require a signature)
GenCtal InformatiQp:
Name of Farm: F c n L� Gee k Sow F 4,-M Facility No: -
Owner(s) Name- /A%A.IIk'. �am. �, fir- r--%Phone NoAbf0�6(-'9
Mailing Address: law � 3 C y S
Farm Location: Fourteen Digit Hydrologic Uni :_
Latitude and Longitude: _ 52� / -7 V L5L b4 ` County: e o.cie. V-% _
Please attach a copy of a county road map with location identified and describe below (Be spec: road
named, directions, milepost, etc.):von�r]. I� i.J
C1. c r.. tar e- `� rMr-GC l e.
Operation Desch i
Type of swine - No. of Animals .
❑ Wean to Feeder
0 feeder to FinishFarrow to Wean 'ado o
❑ Farrow_to Feeder
❑ Farrow to Finish
Type of Poultry No_ of Animals Type of Cattle No. of Animals
❑ Layer ❑ Dairy
❑ Pullets ❑ Beef
Other Type of Livestock: Number. of Animals -
Acreage Available for Application: Required Acreage: y 5
Number of Lagoons I Storage -Ponds.:- Total Capacity: 15Gb z y3 Cubic Feet (ft3)
Are subsurface drains present on the farm: YES or (please circle one).
Owner / Manager Agreement
I (we) verify that all the above information is correct and will be updated upon changing. I (we) understand the operation and
maintenance procedures established in the approved animal waste management plan for the farm named above and will
implement these procedures. I (we) know that any expansion to the existing design capacity of the waste treatment and
storage system or construction of new facilities will require a new certification to be submitted to the Division of
Environmental Management before the new animals are stocked I (we) understand that there must be no discharge of animal
waste from the storage or application system to surface waters of the state either directly through a man-made conveyance or
from a storm event less severe than the 25-year, 24-hour storm and there must not be run-off from the application of animal
waste_ I (we) understand that run-off of pollutants from lounging and heavy use areas must be minimized using technical
standards developed by the Natural Resources Conservation Service` The approved plan will be filed at the farm and at the
office of the local Soil and Water Conservation District. I (we) know that any modification must be approved by a technical
specialist and submitted tci the.Soil and Water Conservation District prior to implementation. A change in land ownership
requires written notification to DEM or a new certification (if the approved plan is changed) within 60 days of a title transfer.
Name of Land Ownefl ;M,ArpG._t - f Z,,,t 1-4
Signature: X Date: >> 46
Name of ManagerOf' different from owner): �(iwV-N
Signature: C Date:
AWC -- AP6124,1996 1

Technical Specialist Certification
I. As a technical specialist designated by the North Carolina Soil and Water Conservation Commission
pursuant to 15A NCAC 6F .0005, I certify that the animal waste management system for the farm
named above has an animal waste management plan that meets or exceeds standards and specifications
of the Division of Environmental Management (DEM) as specified in 15A NCAC 2H.0217 and the
USDA• -Natural Resources Conservation Service (NRCS) and/or the. North Carolina Soil and Water
Conservation Commission pursuant to 15A NCAC 2H.0217 and 15A NCAC 6F .0001-.0005. The
following elements are included in the plan as applicable. While each category designates a technical
specialist who may sign each certification (SD, SI, WUP, RC, I), the technical specialist should only
certify parts for which they are technically competent.
II. Certif cation o, f Design
A) Collection, Storage. Treatment SLggrn
Check the appropriate box
❑ Existing facility without retrofit (SD or WUP)
Storage volume is adequate for operation capacity; storage capability consistent with
waste utilization requirements. "ti%&
7S� New, expanded or retrofitted facility (SD) W
��tHG„Rp`Animal waste storage and treatment structures, such as but not limited to ccelagoons and ponds, have been designedto meet or exceed the minimum stand -
specifications. = = SEAT. i =
Name of Technical Specialist (Please Print): c�G� t t 49B$
Affiliation: �Awt 1 A 1� G1N��.•' Q
Address(Agency): l yp- 95o c 75 S, Zogv t-j LL, ,.-JC- Z04 fe Phone No.: f4a
B) Land AlRblicatiortSite (WUP)
The plan provides for minimum separations (buffers); adequate amount of land for , waste
utilization; chosen crop is suitable for waste management; hydraulic and nutrient loading rates.
Name of Technical Specialist (Please Print): f�{a
Affiliation:
Address(Agenc : , �� AIC a86F Phone No.: �l U ag9 at
Signature: Date: /I
C) o s from Exterigr Lots
Check the appropriate box
•k Facility without exterior lots (SD or WUP or RC)
This facility does not contain any exterior lots.
❑' Facility with ex1gdor lots (RC)
Methods to minimize the run off of pollutants from lounging and heavy use areas have been
designed in accordance with technical standards developed by NRCS.
Name of Technical Specialist (Please
Affiliation: AA CA r4-1
Signa
r
r~
No.:
AWC - /April 24, 1996 2

D) Application anj 11andlingi t
Check the appropriate box
Existing facility with existing waste application equipment (WUP or 1)
Animal waste application equipment specified in the plan has been either field calibrated or
evaluated in accordance with existing design charts and tables and is able to apply waste as
necessary to accommodate the waste management plan: (existing application equipment can
cover the area required by the plan at rates not to exceed either the specified hydraulic or
nutrient loading rates, a schedule for timing of applications has been established; required
buffers can be maintained and calibration and adjustment guidance are contained as part of the
plan).
❑ New or expanded facility, or existing facilfty without existing waste application ui ment (I)
Animal waste application equipment specified in the plan has been designed to apply waste as
necessary to accommodate the waste management plan, (proposed application equipment can
cover the area required by the plan at rates not to exceed either the specified hydraulic or
nutrient loading rates; -a schedule for timing of applications has been established; required
buffers_ can be maintained; calibration and adjustment guidance are contained as part of the
plan).
Name of Technical Specialist (Please Pri
A 1 C -1
ie No.
w--1( `1�
III. Certification of Installation
A) Collection. Storage. T gahnenj nst 1lation-
New, expanded or retrofitted facility (SI)
Animal waste storage and treatment structures, such as but not limited to lagoons -and ponds,
have been installed in accordance with the approved plan to meet or exceed the minimum
standards and specifications.
For existing facilities without retrofits, no certification is necessary.
Name of Technical Specialist (Please Print):.
Affiliation: urcYH Y FA KAi L{ 'FAP: M S
Address (Agency): -o 115759 FP>a IA)tL AJC Z&450 Phone No.:l916) 9-0111
Signature: !d • _ i,_ � Date- r111AIV-
AWC -- April24, 1996

B) Land Aonl cation Site MUM
Check the appropriate box
The cropping system is in place on all land as specified in the animal waste management plan.
❑ Conditional Approval: all required land as specified in the plan is cleared for planting; the
cropping system as specified in the waste utilization plan has not been established and the
owner has committed to establish the vegetation as specified in the plan by
(month/day/year); the proposed cover crop is appropriate for compliance with the waste
utilization plan.
❑ Also check this box if appropriate
if the cropping system as specified in the plan can not be established on newly cleared
land within 30 days of this certification; the owner has committed to establish an interim
crop for erosion control; j 1
Name of Technical Specialist (PIease Print);
Affiliation: / A
Address(A
Signature:',
LJen'
to No.
K
This foll*ing si. h re block is only to be used when the box for conditional approval in IIL B
above h been checked.
I (we) certify that I (we) have committed to establish the cropping system as specified in my (our) waste
utilization plan, and if appropriate to establish the interim crop for erosion control, and will submit to
DEM a verification of completion from a Technical Specialist within 15 calendar days following the date.
specified in the conditional certification. i (we) realize that failure to submit this verification is a
violation of the waste management plan and will subject me (us) to an enforcement action from DEM.
Name of Land Owner:
Signature: Date:
Name of Manager(if different from owner):
Signature: Date-
C) Runoff Controls from Exterior Lots (RC)
Facility with exterior lots
Methods to minimize_ the run off of pollutants from lounging and heavy use areas have been
installed as specified in the plan.
For facilities without exterior lots, no certification is necessary.
Name of Technical Specialist (Please Print):
Affiliation:
Address(Agency): Phone No.
Signature: - Date:
AWC -- April 24, 1996

D) AUDligafion andHandling Equipment Installation (WUP or I)
Check the appropriate block
Animal waste application and handling equipment specified in the plan is on site and ready
for use; calibration and adjustment materials have been provided to the owners and are
contained as part of the plan_
❑ Animal waste application and handling equipment specified in the plan has not been
installed but the owner has proposed leasing or third party application and has provided a
signed contract; equipment specified in the contract agrees with the requirements of the
plan; required buffers can be maintained; calibration and adjustment guidance have been
provided to the owners and are contained as, part of the plan.
❑ Conditional approvalAnimal waste application and handling equipment specified in the
plan has been purchased and will be on site and installed by
(month/day/year); there is adequate storage to hold the waste until the equipment is installed
and until the waste can be land applied in accordance with the cropping system contained
in the plan; and calibration and adjustment guidance have been provided to the owners. and
are contained as pan of the plan.
Name of Technical SpG alist (Please Pri
Affiliation: /V 1 I
Address(Agency
The following sign
above has been ch
J
J
r4i o� � �CS e✓tom
ane No.:
te: /I — I! — 2
block is'only to be used when. the box -for conditional approval in III D
I (we) certify that I (we) have committed to purchase the animal- waste application and handling
equipment as specified in my (our) waste management plan and will submit to DEM a verification of
delivery and installation from a Technical Specialist within 15 calendar days following ihd date specified
in the conditional certification. I (we) realize that failure to submit this verification is a violation of the
waste management plan and will subject me (us) to an enforcement action from DEM.
Name of Land Owner:
Signature: Date:
Name of Manager(if different from owner):
Signature: Date:
Please return the completed form to the Division of Environmental Management at the
following address:
Department of Environment, Health, and Natural Resources
Division Of Environmental Management
Water Quality Section, Compliance Group
P.O. Box 29535
Raleigh, NC 27626-0535
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 files with your Animal Waste Management Plan.
AWC -- April 2.4, 1996 5

TECHNICAL SPECIALIST FOR ANIMAL WASTE MANAGEMENT CERTIFICATION
DESIGNATION CATEGORY CODE AREA OF AUTHORITY
Collection, Storage, SD (design) -.lagoons, storage ponds, dry stacks, storage structures,
and/or Treatment SI (installation) composters, pushoff ramps, curbing and other similar
structures.
Waste Utilization Plan
WUP
- design and installation (development and
implementation) of land application plans
including crop and acreages available to meet nutrient
budget; hydraulic and nutrient loading rates, placement
of application site buffers
- measurement of existing storage volume
- confirmation'of existence and compatibility of land
application equipment with waste utilization plan
- cYrtification of cropping.systems
-'confirmation of absence of exterior lots
- confirmation of sludge and effluent removal and
application at agronomic rates for lagoon closure
Runoff Controls
RC
- design and installation of filter strips, grass
channels, and related bmps used to reduce runoff from
exterior lots (primarily dairy operations)
Irrigation Equipment
I
-.design and installation of irrigation systems to
include pipe size, pump horsepower, nozzle size, system
layout, thrust.blocks, etc. and operation plan to meet
criteria of Waste Utilization Plan (hours per set, etc,)
Technical Specialists are designated by the Soil and Water Conservation Commission pursuant to 15A NCAC 6F,0005.
Technical Specialists should only certify parts of a plan -for which they are technically competent.
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Producer: M�,PI, Fa.r.,1y r�•��,5- FfC1.\-C_V.e_5 Crc.e k- 5 •-,�
Location: H t,3y 5 -3 a�P . -7 ;1Cs ea,s lJh: J o -
) cm -�
Telephone: 0 i L
Type Operation:,.�o
Number of Animals: Ai o C)
(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 sod tests are
strongly encouraged so that all plant nutrients can be balanced for realistic yields of the
crop to be grown.
Several factors are important in implementing your waste utilization plan in order to
maximize the fertilizer.value of the waste and to ensure that it is applied in an
environmentally safe manner. Always apply waste based on the needs of the crop -to be
grown and the nutrient content of the waste. Do not apply more nitrogen than the crop
can utilize. Soil types are important as they have different 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
special 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
allowed under DEM regulations. Wind conditions.should also be considered to avoid drift
and downwind odor problems. To maximize the value of nutrients for crop production
and to reduce the potential for pollution, the waste should be applied to a growing crop or
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
report from your waste management facility. Attached you will find information on
proper sampling techniques, preparation, and transfer of waste samples to the lab for
analysis.
This waste utilization plan, if carried out, meets the requirements for compliance with 15A
NCAC 2110217 adopted by the Environmental Management Commission.

?�'27: Y.'.:.11.:Z.,,,:��'`Y
M.."w2'at:A"..."_ .,�., ... ..
Amount of Waste Produced Per Year allons t3 tons etc.
ayO0 animals XU9(arnt.) wastelanimal/year = I 1 amt.) waste/year.
Amount of Plant Available Nitrogen (PAN) Produced Per Year
a`fck)animals X5. lbs. PAN/animal/year = I? Obs. PAN/year- (PAN from N. C. Tech.
Guide Std. 633)
Applying the above amount of waste is a big job. You should plan time and have
appropriate equipment to apply the waste in a timely manner.
The following acreage will be needed for waste application based on the crop to be grown
and surface application:
Table 1: ACRES OWNED BY PRODUCER
Tract Field Soil Crop Lbs. N Acres Lbs. N Month of
# No. Tvne Per Ac. * Utilized Auulication
Total - 5�.45 1131 f,6.15
* This N is from animal waste only. If nutrients from other sources such as commercial
fertilizer are applied, they must he accounted for. N must be based on realistic veld
'expectation.
NOTE: The applicator is cautioned that P and K maybe over applied while meeting the N
requirements. Beginning in 1996 the Coastal Zone Management Act will require farmers in
some eastern counties of North Carolina to have a nutrient management plan that addresses
all nutrients. This plan only addresses Nitrogen.
2

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k,-V�4 .g
Table 2: ACRES WITH AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent landowner must be attached)
(Required only if operator does not own
adequate land [sea Required Specification 2])
Tract Field Soil Crop Lbs. N Acres Lbs. N Month of
# No. Type Per Ac. * Utilized Application
Total
* See footnote for Table 1.
Totals from above Tables
Acres Lbs. N
Utilized
Table I
Table 2
Total
Amount of N
Surplus of
5--),'-q
Produced
.ficrt
9 O
Sr 5o. l 5
NOTE: The Waste Utilization Plan must contain provisions for periodic land
application of sludge at agronomic rate The sludge will be nutrient rich and will
require precautionary measures to prevent over application of nutrients or other
elements.
3

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'b` "".::` '^ aX.
,'�z:;,..;:,`'•,,,`,:�S:r«"`Ga':i:A.:ay.w.�wwi`...,.,
See attached map showing the fields to be used for the utilization of waste water.
Application of Waste by Irrigation
Field Soil Type Crop Application Application
No. Rate (In/Hr) Amount (In.)
6.5- to
THIS TABLE IS NOT NEEDED EF WASTE IS NOT BEING APPLIED BY IRRIGATION, HOWEVER A SCR TABLE WRL
BE NEEDED FOR DRY UTTER OR SLURRY.
Yourfacility is designed forijo_days of temporary storage and the temporary storage
must be removed on the average of once every6 . MONTHS: In no instance should
the volume of waste being stored' in your structure exceed Elevation r sec a cs
Call the local Natural Resources Conservation Service (formerly Soil Conservation
Service) or Soil and Water Conservation District office after you receive the waste
analysis- report for assistance in determining the amount per acre to apply and the proper
application rate prior to applying the waste.
Narrative of operation:
a
r,� a � acre ok
Qa,ri(t
n5_ re-att in _ -C_ld I
c re- l r: : — a
4

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• .:#i „ as cxo,>..a• �, z x x r, az�rz; x •� .�..,�wa a .,...:> awr i .aka ��
REQUIRED SPECIFICATIONS
1. Animal waste shallnot reach surface waters of the state by runoff drift, manmade
conveyances, direct application, or direct discharge during operation or land
application. Any discharge of waste which reaches surface water is prohibited Illegal
discharges are subject to the assessment of civil penalties of $10,000 per day by the
Division of Environmental Management for every day the discharge continues.
2_ The Field Office must have documentation in the design folder that the producer either
owns or has long term access to adequate land on which to properly apply the waste.
If the producer does not own adequate land to properly dispose of waste, he shall
provide NRCS with a copy of a written agreement (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 responsibility of
the owner of the facility to secure an update of the Waste Utilization Plan when there
is a change in the operation, increase in the number of animals, method of utilization;
or available land.
3. Animal waste shall be applied to meet, but not exceed, the Nitrogen needs for. realistic
crop yields based on soil type, available moisture, historical data, climate conditions,
and level of management, unless there are regulations that restrict the rate of
application for other nutrients.
4. Animal waste may be applied to land that has a Resource Management System (RMS)
or an Alternative Conservation System (ACS). If an ACS is used the soil loss shall be
no greater than 10 tons per acre per year and appropriate filter strips will be used
where runoff leaves the field. These filter strips will be in addition to 'Buffers"
required by DEM. [See FOTG Standard 393 - Enter Strips and Standard 390
(Interim) - Riparian Forest Buffers.]
5. Odors can be reduced by injecting the waste or disIdng after waste application. Waste
should not be applied when the wind is blowing.
6. When animal waste is to be applied on acres subject to flooding, it will be soil
incorporated on conventionally tilled cropland. When applied to conservation tilled
crops or grassland, the waste may be broadcast provided the application does not
occur during.a season prone to flooding. (See "Weather and Climate in North
Carolina" in. the Technical Reference - Environment file for guidance.)

v'.iii`.'riiJLvah: •:'.f,:::vY,"'�""'�Y'v���r��f�'��J�1i�i.��ki�"vi'�`w::3.:`�A�ln''f
REQUIRED SPECIFICATIONS
(continued)
7. Liquid waste shall be applied at rates not to exceed the soil infiltration rate such that
runoff does not occur offsite or to surface waters and in a method which does not
cause drift from the site during application. No ponding should occur in order to
control conditions conducive to odor or flies and 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.growiong crops in such a manner that no
more than'20 to 25 percent of the leaf area is covered.
10. Waste nutrients shall not be applied in fall or winter for spring planted crops on soils
with a high potential for leaching. Waste nutrient loading rates on these soils should
be held to a minimum and a suitable winter cover crop planted to take up released
nutrients. Waste shall not be applied more than 30 days prior to planting of the crop
on bare soil-
1 L Animal waste shall not be applied closer than 25 feet to surface water. This distance
may be reduced for waters that are not perennial provided adequate vegetative filter
strips are present. (See Standard 393 - Filter Strips)
12. Animal waste shall not be applied closer than 100 feet to wells.
13. Animal waste shall not be applied closer than 200 feet of dwellings other than those
owned by the landowner.
14. Waste shall be applied in a manner not to reach other property and public right-of-
ways.
15. Animal waste shall not be discharged into surface waters, dramageways 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 waterways that discharge
directly into water courses, and only then at agronomic rates provided the application
causes no runoff or drift from the site:

REQUIRED SPECIFICATIONS
(continued)
16. Domestic and industrial waste from washdown facilities, showers, toilets, sinks, etc.,
shall not be discharged into the animal waste management system.
17. Lagoons and other uncovered waste containment structures must maintain a ma.mum
operating level to provide adequate storage for a 25-year, 24-hour storm event in
addition to the one (1) foot mandatory freeboard.
18. A protective cover of.appropriate vegetation will be established on all disturbed areas
(lagoon embankments, berms, pipe runs, etc.). If needed, special vegetation shall be
provided for. these areas and shall be fenced, as necessary, to protect the vegetation.
Vegetation such as trees, shrubs, and other woody species,: etc. are limited to areas
where considered appropriate. Lagoon areas should be kept mowed and accessible.
Lagoon berms and structures should be inspected regularly for evidence of erosion,
leakage, or discharge.
19. if animal production at the facility is to be suspended or terminated, the owner is
responsible for obtaining and implementing a "closure plan" which will eliminate the
possibility of an illegal discharge, pollution and.erosion.
20., 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.

WASTE UT]LIZATION PLAN AGREEMENT
Name of Farm: 1:�G r. 5 Cre e Sd ��• r
Owner/Manager Agreement
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 (wee) 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, 24-hour storm, The approved plan will be filed on -site at the
farm office and at the office of the local Soil and Water Conservation District and -will be
available for review by DEM upon request.
Name of Facility Owner: A r 5 �- T o, r
(Please print)
Signature: Date: / A//
Name ofManager(If different from owner): [Sri arti Cook
Signature: 1-12 rAY
Date:
Name of Technical Specialist: (Please print) rQ; G
Affiiliation: l& r I e " "
Address (Agency):
Rose u; 11 AfC- -4�t5 S
Signature:
8

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}. State of North Carolina
Department of Environment, Health and Natural Resources
Division of Environmental Management
Non -Discharge Permit Application Form
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL) WATER QtALITyRECEIVED C-nON
ANIMAL WASTE OPERATIONS SEP 19 W
I. GE.XER.U, INFOR:%IATIOI': }Von-D
}scharfae Permitt�nn
1. 1=arm's name:�!L�
2_ Print O%vnvrs or Sienin��- Official'; name and title (person legally responsible for the operation and its compliance):
G :ar4t\
3. Mailing address: 0 d d X
Cite: a S r i t State: C Zip: D S 4 S g
Telephone Number: ( } t, ) ;t s q - ;t 1 t l
4. Latitude: 3 4 a 3 t rr ; Longitude: 2`b'3 3 b 3 of Farm (if known)
5. Farm Location (be as specific as possible^ including road names, directions, milepost, etc.):
.�k 4On +L-1
k 1iS--Qt 6� 53 3' J _ a +0 4 rw; IG ja�n41
_ C.— r�4J1 b4Gr r; �•.7
_._.. _ T
6. Please state if this is a company, contract or independent grower: C
7. Print the name of the company or contract name (if applicable)- ., j2 L r F G r 5
8. Print Managers name (if applicable):
9. Print Lessee's name (if applicable):
10. Application Date: ! I q a✓ el l
11. County where animal facility is located: 6 C, a � T: z n i 997
12. County(ies) where the animal waste application fields are located:
FAYEITMA LE
II. PERMIT INFORMATION: REG.OFi=;Cir
1. Application No. (will be completed by DEM):
2. Specify whether project is: new; renewal'; modification; X new but existing`*
it this application is being submitted as a result of a renewal or modification to an existing permit, list me existing
permit number and its issue date
# # If this is a new permit for an existing facility, some of the questions/provisions may be inappropriate. Please
complete as best as possible.
3. Has this facility previously been approved by regulation 15A NCAC 2H .0217 as a "deemed permitted non discharge
facility-? Yes; A No
4. Please list the name of the technical specialist who certified the plan:
FORTI: ANVO I2/95 Page I of 16

r,
III. THIS APPLICATION PACKAGE WILL NOT BE ACCEPTED BY THE DIVISION OF
ENVIRONMENTAL MANAGEMENT UNLESS ALL OF THE APPLICABLE ITEMS
LISTED' BELOW ARE INCLUDED WITH THE SUBMITTAL
a. One orininal and four c��pies of the completed and appropriately executed application form.
b, Five set, of detailed plan, ;utd specifications signed and ceased by a North Can.-dina Professional Engineer. The plans must include
a general location map, a topoortphic map. a site map which indicate., where horings or hand auger samples were taken. a map
;honing the animal waste application ;izld(s). buffers, sued property fines: along with all wells, surface waters (IW-year
flood elevation). and surtitce dra:-tage feature: within i()() feet of the animal wa<te apply -ration field(s). Each sheet of the plans and
the first P.n of the specifications mint be signed and ,eased.
c. Five copier of all reports, evaluations, agreements, supporting calculations. etc. must be submitted as a pan of the supporting
documents which are signed and sealed by the North Carolina Professional Engineer. Although certain portions of this required
submittal must be developed by other professionals, inclusion of these materials under the signature and seal of a North Carolina
Professional Engineer signifies that he has reviewed this material and has judged it to be consistent with his proposed design.
d Submit a completed land owner's agreement (copy attached) for each tract of land not owned by the perrrittee intended for use for
animal waste application.
e. Five sets of the certified animal waste management plan, if the facility has one developed and certified.
f. A water balance showing annual amount of animal waste that will need to be applied and the amount of land necessary to receive
the animal waste at the given loading rate. Storage requirements and rainfall amounts must be addressed and supporting
calculations provided.
g. For each animal waste application field, attach a soil'evaivation by a soil scientist which addresses soil color; the depth, soil
texture, structure of the soils down to a depth of seven feet, thickness and type of restrictive horizons; the presence or absence of a
seasonal hinh water table or bedrock within three vertical feet of the deepest point of application; hydraulic conductivity in the
most restrictive horizon, pH and cation exchange capacity. Please include a soil map if available. If the depth to either
gt=oundwater or bedrock is less than three feet, please also attach a demonstration, using predictive calculations or modeling
methods acceptable to the Director of the Division of Environmental Management, that the use of this site will not result in the
contravention of classified groundwater standards as contained in NCAC 2L .0200. In no case shall the MaratiQQ be less than one
foot, This report must be signed by Ahe soil scientist and submitted with application.
For each application field, please attach a project evaluation conducted by an agronomist including recommendations concerning
cover crops and their ability to accept the proposed loading of liquids, solids, nitrogen, phosphorus, heavy metals, salts and any
other cotitanvriant know to be in the animal waste (This must include any fertilizer.1ime, manure and/or other additive which may
be applied to the land in addition to the animal waste listed in this application). A pan of the agronomists recommendations must
be a crop management plan. This plan must determine the crops to be grown on the site(s). when they should be grown and how
they should be harvested and marketed. This report must be signed by the agronomist and submitted with
i
Vi. Attach a complete chemical analysis of the animal waste. This analysis must be comprehensive enough to completely
characterize the animal waste and completed by a DEM certified laboratory. If the facility that will generate the animal waste is
not yet in operation. the characterization must be based on similar existing facilities and projection based on the type and size of
facility- The analysis must include a minimum of the following parameters and any other known and suspected contaminants that
may exist in the animal waste.
Arsenic Mickel
Aluminum
pH
Cadmium Selenium
Ammonia -Nitrogen
Total Phosphorus
Chromium Zinc
Calcium
Potassium
Copper
Magnesium
Sodium
Umd
Nitrate -'nitrite Nitrogen
V
T1:.N
Mercur}
% Total Solids
Plant Available Nitrogen (by calculation)
FOR1I: ANVO 12/95 Page 2 of 16

j. Attach a representative soils analysis of each site. The soils analysis shall include the following parameters, along with any other
significant parameter that has been shown to be contained in the residual:
Standard Soil Fertility Test (which includes):
And the followinn Pollutants:
k. Proposal for groundnwater monitoring.
pH Phosphorus
Acidity Calcium
,%-la!•nesiurn Zinc
1k Huntic M.stter Sodium
Ba.ie Saturation ibv calcul:nioni
Cadmium LP-d
Potassium
Manganese
Copper
Cation Exchange Capacity
Nickel
If required. please provide a signed copy of the 401 wetland certification completed by DEM or appropriate letter from DEM
stating a 401 is/was not requiTecf for this project.
m. Field map requirements (the following must be included for each application field);
a. A vicinity map must be attached. This map must show the location of each field in relation to at least two geographical
references and a major intersection (numbered roads, named streams/rivers, etc.).
b. A detailed field location map must be attached delineating both total and buffered acres. This map must be drawn to scale
with topographical contour intervals not exceeding ten feet or 25% of total site relief (whichever is more descriptive) and
showing the property lines; all existing wells, all surface waters and drainage ways and all dwellings within 500 feet of the
animal waste application fields; and all buffers. This requirement is not required for renewal applications.
Dote: The buffers listed in Part V, 6_ of this application must be maintained.
c. Specify the name of and classification of the closest downslope surface waters (as established by the Environmental
Manazement Commission) to the animal waste application field(s). Use the attached information sheet (Part VIII) to obtain
this information.
FORNT: ANVO 12195 Page 3 of 16

I V . INFORMATION ON WASTE:
1. What type of animal operation is proposed/existing (i.e. swine farrow to finish,
(dairy cattle, etc):
2. NI:t inu n animal population projected (number anti type of confined animals per cycle. cycles per year. total per year):
3. Volume of liquid waste generated by this project which must be disposed:
_ gallons per day
gallons per month
gallons per year
4. Is there any other waste stream included with the animal waste? Yes; No,
If yes, describe. What type of waste, how much, etc. (note: domestic waste shall not be added to animal waste streams):
5.
Is any dry waste land applied on sites listed in this application? Yes; No
If Yes, please complete the following questions:
A. Please list the source of the dry waste:
B_ «'hat is the volume of dry waste applied?
C. Identify the nutrient characteristics of the dry waste. Please include a chemical analysis of the dry waste.
D. Are the available nutrients in the dry waste included in the nutrient management program for this facility?
Yes: No
6. Are any commercial fertilizers used on the sites listed in this application? Yes: No
If ves. what and at what rate:
tT T%VIQ C,I►I Tlk,"VODARATTC TXT
1. Provide a brief listine of the components of the waste management system. including dimensions, capacities, and detention
times of tanks. pumping facilities, high water alarms, filters, ponds, lagoons, etc.:
FORM: ANYO 12/95 Page 4 of 16

t
2. Lagoon Design; (Please complete if facility has an existing or proposed lagoon for operation. Attach a separate page of
this question 2 for each additional lagoon):
a. Specify the storage volume required by the water balance: gallons.
b. Total volume of lagoon provided:
I . Volume for sludez ;torace:
2. Volume for design treatment:
3. Volume for wastewater
Ho%v many days storage doe < this provide'
;NOTE: A storage time of six months is recommended.
cal Ions:
gallon;:
eallons:
gallon:;
drys:
days (required in Part
IPte4se_ 5.0- -
�gPpt�9 � k
r(1�� � r/��
! " p i 1c _Q I {A pe_
el
� o r Q r� .Y,� 1011(
4. How many acre-feet is the surface area of the lagoon: acre-feet.
c. What is the height of the dike/embankment at its highest point? 10 feet,
'COTE: if the dikeler^bankment is over 15 feet high and impounds over 10 acm feet of waste, a permit for dike
construction must be obtained as required by the North Carolina Dam Safety Law through the Division of Land
Quality.
d What is the rainfall amount for the 25 year, 24 hour storm in the facility area: S inches;
Please provide data showing this.
e. What is the design freeboard for the lagoon: a- O feet;
(freeboard is calculated as one foot plus the height of the 25 year, 24 hour storm amount) C/��4 Appt^l n G)
f. is the lagoon lined? cam' Yes No. ` If yes. Please describe the liner, material used, etc.: C o&. ,_ACq G��� ti, N p Q F_
a
Does the liner meet the Division's requirement of 1.0 x I0-6 cm/second permeability rate? X Yes No.
Please list the lagoon's liner permeability rate; I -y x 19 " (cI� y/ cm/second
g. What measures are being taken to protect the integrity of the lagoon dikes (i.e. vegetation, fences to keep out animals,
etc.): V t+son
h. Please include all design plans, specification's and calculations on lagoon design as required by Part Ill,b. and Part
Ill,b. of this application. r
3. Name of closest downslope surface waters from the treatment lagoon: Fr A_^ .r ' 5
4. Classification of waters Iisted in 3 above: (as established by the Environmental Management
Commission & specified in Part VII1 of this application - This classification must be provided by the appropriate Regional
Office prior to the submittal of the application).
5. If a power failure at the facility could impact waters classified as WS, SA, B, or SB, describe which of the measures are
being implemented to prevent such impact, as required in 15A NCAC 2H .0219: (�^
A� I i.�(�j3 i b {�,-e & r't-1 are- UM S t<� y t^dr `rr,'.
T n + �. t e V c. f O t q a L-i Y C-IJ r c. !A o c.J r- 1., e
+11, 4�\ere-T4re- tno er M-eC.s Wre-s t C_ve _ 6e +� k�� ,—
FORM: AWO 12/95 Page 5 of 16

6. The animal waste management system must conform to the following buffers` (and all other applicable buffers as defined
in 15A NCAC 2H .0219 0)(5)). A waste management system includes the animal confinement areas, treatment lagoons,
animal waste application fields, and any other area used in the production of the animals:
a) 400 feet between a waste management system and any residence under separate ownership, public use area, church,
picnic area. etc.;
b) 1(k) feet htween the waste management sv:tem and any private or public water supply source:
ct i(M) feet between the waste rnana�a:ntent system and any stream; classified as WS or B. any water: classitted as SA or
S G and any other cream. canal. Marsh, coastal -waters. lace or impoundment:
d) 50 feet hetween the waste management system excluding application tieids and property lines;
e► I io feet between any outer boundary of the animal waste application field: to any property boundary:
" The folio -wine buffers became effective on October 1, 1995 and apply to any nely swine farm (defined as any swine farm
whose operations were sited on or after October 1, 1995 and includes modifications of existing facilities and new houses on
existing farms) as ratified in Chapter 420 of the General Assembly of North Carolina 1995 Session . Any more restrictive
buffer listed below takes precedent over buffers listed in 15A NCAC 2H .0219 0)(5):
f) 1,500 feet be weer the w ;te management systrmland %.'t. ��Filed ri.S:dcnc6,
g) ' 2,500 feet between the waste management system and any school, hospital or church,
h) 100 feet between the waste management system and any property boundary,
i) 50 feet from any outerboundary of the animal waste application fields for the waste management system to any
perennial stream or river, other than an irrigation ditch or canal.
7. If any of the buffers specified in No. 6 above are = proposed to be met, please explain how the.proposed buffers will
provide eQual or better protection of the waters of the State with no increased
potentiat for nuisance conditions:
1 ' S e i r r' S i . L G-
8.
Are any components of the waste management s3
stem and'animal waste application' fields located in'the 100-year flood
plain? Yes; --X_ No.
If Yes, briefly describe the protective measures bei
¢ taken to protect against flooding.
Are any animal `waste application fields located in
etland areas? Yes; No.
L` Yes, ue;G-ibe t;7e actions taken to. prutect• these
tlwi0s and provide a cupy of the 401 certification approying the use of
the wetland or a copy of the letter'.from DEM static
a a 401 certification was not required.
FORAi: ANVO 12/95 Pane '6' of 16

VI. ANIMAL WASTE APPLICATION FIELD INFORMATION
1. How many acres are provided for animal waste application? 3 • ci acres
2. Please provide a soil analysis for each animal waste application field as required by Part III j_
3. Specify the hydraulic loading rate recommendation. ati determined by the soil scientist (required in Part IILEO:
inches per hour: inches per creek: inches per year
4. Specify the hydraulic loading rate that will occur on the animal waste application fields:
inches per hour: inches per ►week; inches per year
5. is the design hydraulic loading rate different from the soil scientist recommendation listed in number 3 above?
Yes; No; If yes, please explain:
6. Specify the acres available for the land application of animal waste: y acres
7. What is the amount of plant available nitrogen fror_: the animal waste (required in Part III i.) lbslgalion
8. What is the amount of total phosphorus available from the animal waste (required in Part I.U,i.} lbslgallon
9. Based on the above information, what's the linvting factor for the listed sites (hydraulic or nutrients)?
10. Application information;
a. X'Vhat crops will bed own on these fields? Please provide a separate list of fields and crops for each.
_b..V4'hen will the application occur? (time of year, season)
c. Please -complete. the.table. beloLv:
AniMg) Waste [ tilization
The following information can be provided by the NRCS or N.C. State Agriculture Extension Service Data Tables.
1. Amount of Waste produced per year,
animals x waste per animal per year = total waste produced per year
2. Amount of Plant Available Nitrogen produced per year (if existing facility, use value from VI,7 to calculate);
animals x lbs Nitrogen per animal per year = lbs per year available Nitrogen
3. Field and Crop information
Field Number4RPounds N Wr Acre Application Areaf acres] Pounds N used
(Excludin- buffers)
Total Acres Total Pounds
Available Nitrogen (listed in 2 above)
Surplus or Deficit
4. Do the crops and the acreage listed in the table use enough nitrogen to remove the nutrients applied by the animal
.caste each year? Yes: No
FORAI: ANVO 12/95 Page 7 of 16

11. Please describe how the animal waste will be land applied (type of system, traveling gun, permanent lines, etc.). Be
specific.
12. Please provide plan, and,pecificatiom. piping diagrams. etc, for the system listed above.
I % The treatment and animal waste application facilities must be posted and secured in some fashion to prevent unauthorized
entry. Briet1v dz:cribe the measure; beine taken:
14. What is the maximum application rate of the application system Iisted above? (please include units)
15. Are any of the animal waste application fields in this application under -drained by drain tiles or other
means? Yes No.
If Yes, please describe where the drains are located, what surface waters they drain to, how deep are they located,from the
surface of the land, and include any other pertinent information needed.
VII. THE FOLLOWING FIELDS ARE TO BE USED FOR ANIMAL WASTE APPLICATION
UNDER THIS PERMIT APPLICATION [PLEASE ATTACH MAP(S),SEE PART III,m j:
Application Area [acres] Maximum slope
Field No. County Owner/Lessee _(excluding buffers) (in percent)
Note: If more than ten (1(I) fields are to be covered by this application, please attach a form listing all of the fields along
with the information listed in Part Ill.m. 4
FORM: A«'O 12/95 Pa'e 8 of 16

VIII. Surface Water Classification. This form must be completed by the appropriate DEM
regional office and included as a part of the project submittal information.
INSTRUCTIONS TO NC PROFESSIONALS:
The classification of the dovvn Jope surface waterc (the surface waters, that anv overflow from the facility would flow toward)
in %which this animal w:v:te manx-,enient sN qem will be ,:on,irucled in tsr t"; determined by the appropriate DEM re�!iomd
office. Therefore. you are required. prior to submittal of the application package. to >uhmit this form. ,with items
I throu__h 7 completed, to the Di•: i%ioii elf 1=nvir( mixiiial Manageineiu Regional NVater Qualify Surervisor (see
p:i,:e 9 of $t. At a minimum. vuu must include an li.�" by 11" copyof the portion of a 7.5 minute t;SGS TopoL-arhic flap
\Vhich shows the hk;ttivn of ihi+ anini:il „waste application ;vstem and the down lope surface waters in which they Will be
)ocated. Identify the rloNe:t down.;lope surface waters �,n the attached snap copy. Once the regional office has
completed the classification, reincorporate this completed page and the topographic map into the
complete application form and submit the application package.
1. Farm Name: t� r e— c,t t S C r mac. L.c _fir i ^ ; 5 L; -- � �y a c. ; i ; � I
2. Name & complete address of engineering ftim, J. � � T�iaGKt=1¢, C - �Cr 1p�y E+-t�rr t: R�1�lFF�
Ra Ise.K. ►sC S
Telephone number: ( ` /o _ __) r Ed - &439 iF-e. 4717
3. Dame of closest downslope surface waters: A,s U!yA_xAMEVI— of FrtexjrA �_ Ctzec-K _
4. Countv(ies) where the animal waste management system and surface waters are located: 8vtF_J _
5. Map name and date: u5�5 _ &u" Mt�ta �� S t ►-t U t��TA &q LA le-E ��� 19 V-0 — -
6. NC Professional's Seal (If appropriate). Si. -nature, and Date:
SS
O � y
14985 j
11111161% t
TO: REGIONAL I ATER QUALITY SUPERVISOR
Please provide me with the classification of the watershed where this animal waste management facility will be or has been
constructed or field located, as identified on the attached map segment(s)-.
;dame of surface waters:
Classification (as established by the Environmental Management Commission):
Proposed classification. if applicable: _
Sicnature of regional office personnel:
tall attachments must be signed)
Date:
FORM: AWO 12i9; Pane 9 of 16

IX. SIGNATURES (Complete either page 10 or page 11)
New Facility - any new or existing farm which will include with this permit approval construction of any additional system,
treatment, etc. which was not previously existing on the farm.
Name and Complete Address of Engineering Firm: jrA L. -rL.,ey-e-w, _ HuMA!j Fsir^ic.'Ilpfry _
City: state: JL! L . zip: 2A459 . ._
Telephone Number: ( b 1 289-t-431 EyT, 471:1
Professional Engineer's Certification:
1, t,eAt_ attest that this application for FV,—"C.W'>cv-,ceK _
has been reviewed by me and is accurate and complete to the best of my knowledge. I further attest that to the best of my knowledge
the proposed design has been prepared in accordance with the applicable regulations. Although certain portions of this submittal
package may have been developed by other professionals, inclusion of these materials under my signature and seal signifies that I have
reviewed this material and have judged it to be consistent with the proposed design and the constructed facilities.
Forth Carolina Professional Engineer's Seal. Si --nature. +and Date:
%%� fir
1��35 `
f� f�
�frfilrfll���
Applicant's Certification:
1. �JSFf- attest that this application for 6k=c �41 CkffEK
has been reviewed by me and is accurate and complete to the best of my knoavledce. I understand that if all required parts of this
application are not cam leted and that if all required supporting information and attachments are not included, this application package
will be returned a as i co lete.
Signatu --- _--- . ---- _ _ _—.— Date�—
THE COS D APPLICATION PACKAGE. INCLUDING ALL SUPPORTING INTORMATION AND MATERIALS,
SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DIVISION OF ENVIRONMENTAL MANAGEMENT
WATER QUALITY SECTION
PERMITS AND ENGINEERING UNIT
POST OFFICE BOX 29535
RALEIGH, FORTH CAROLI`'A 27626-0535
TELEPHONE NUMBER: [phone]
FAX NUMBER: [phone]
FOR1I: A1N'O 12/95 Page 10 of 16

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,",

IX. SIGNATURES (Complete either page 10 or page 11)
Existing Facility: No changes are proposed for the facility. For existing facilities, the following certification may be completed
by a professional engineer, or approved technical specalist.
Name and Complete Address of Company:
City:
Telephone Number:
Certification:
Stale:
attest that this application for
Zip:
has been reviewed by me and is accurate and complete to the best of my knowledge. I.further attest that to the best of my knowledge
the inclosed information is accurate with what has actually been constructed on site. Although certain portions of this submittal
package may have been developed by other professionals, inclusion of these materials under my signature and seal signifies that I have
reviewed this material and have judged it to be consistent with the actual animal waste operation.
North Carolina Professional Engineer's Seal (if applicable), Signature, and Date:
Applicant's Certification:
I,
attest that this application for
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
THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING INFORMATION AND MATERIALS,
SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DIVISION OF ENVIRONMENTAL MANAGEMENT
WATER QUALITY SECTION
PERMITS AND ENGINEERPNG UNIT
POST OFFICE BOX 29535
RALEIGH, NORTH CAROLINA 27626-0535
TELEPHONE NUMBER: [phone]
FAX NUMBER: [phone]
FORNI: AWO 12/95 Page 11 of 16

DIVISION OF ENVIRONMENTAL MANAGEMENT REGIONAL OFFICES
Asheville Regional WQ Supervisor
59 Woodtin Place -
Asheville. NC '_8801
(71 g1 2 51-6208
Fax [phone] _
Washington Regional WQ Supervisor
Post Office Box 1507
Washinvton. NC 27889
(919) 94f,-6481
Fax [phone]
Avery
Macon
Beaufort
Jones
Bur,.omhe
,�4;idi;on
Benie
Lenoir
Burke
Camden
Martin
Caldwell
Mitchell
Chowan
Pamlico
Cherokee
Polk
Craven
Pasquotank
Clay
Rutherford
Currituck
Perquimans
Graham
Swain
Dare
'Pitt '
Haywood
Transylvania
Gates
Tyrell
Henderson
Yancy
Greene
Washington
Jackson
Hertford
Wayne
Hyde„
Fayetteville Regional WQ Supervisor
Wachovia Building Suite 714
Fayetteville, NC 28301
[phone]
Fax [phone]
Anson
Moore
Bladen
Robeson
Cumberland
Richmond
Harnett
Sampson
Hoke
Scotland
Montgomery
Winston-Salem Regional WQ Supervisor
585 Waughtown Street
Winston-Salem, NC 27107
[phone]
Fax [phone]
Alamanee
Rockingham
Alleghany
Randolph
Ashe
Stokes- ` `
Caswell
Surry
Davidson
Watauga
Davie
Wilkes
Forsyth
Yadkin
Guilford
Mooresville Regional WQ Supervisor
919 North Main Street
Mooresville, NC 28115
[phone]
Fax [phone]
Alexander
Mecklenburg
Cabarrus
Rowan
Catawba
Stanly
Gaston
Union
lredeli
Cleveland
Lincoln
FORM: ANVO 12/95 . Page 12 of 16
Raleigh Regional WQ Supervisor
Post Office Box 27687
Raleigh. NC 27611
(919) 571-47(1()
Fax [phone]
Chatham
Nash
Durham
Northampton
Edaecombe
Orange
Franklin
Person
Granville
Vance
Halifax
Wake
Johnston
Warren
Lee
Wilson
Wilmington Region. WQ Supervisor
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
[phone]
Fax [phone]
Brunswick New Hanover
Carteret Onslow
Columbus Pender
Duplin
0

North Carolina Division of Environmental Management
AGREEMENT FOR THE LAND APPLICATION OF ANIMAL WASTE
TO PRIVATE LANDS
Permittee:
Contact Person:
Address of Permittee:
Supplier Farm of animal waste to be applied to these lands:
Site ID Number:
Field Number:
Location of Land to be used for animal waste application (include map for each site):
Owner of Property.used for animal waste application:
Lessee of Property (if appropriate):
Land use or cropping ina patterns:
Intended use or disposition of crops:
The undersigned land owner or his representative hereby permits
hereinafter referred to as the Pernuttee, to apply the above listed animal waste onto the land at the location shown
as described herein in accordance with the restrictions and stipulations as given below. The landowner or'his
representative receives, in consideration, full use of the nutrient value of the applied animal waste while the
Permittee receives, in comidera-ion, the use of he ;and described above for th,-- disposal of animal waste.. This
agreement shall remain in effect for the length of the Division of Environmental Management land application
permit and shall be renewed each time the land application permit is renewed. The undersigned land owner or his
representative and the Permittee agree to abide with the following restrictions and stipulations until such time as
written notification, given thirty (30) days in advance, modifies or cancels this Land owner's Agreemen .
Notification of cancellation of this agreement shall be immediately forwarded to:
Division of Environmental Management
Permits and Engineering Unit
Post Office Box 29535
RaIei!h. North Carolina 27626-0535
FORNI: ANNTO 12/95 Page 13 of 16

STIPULATIONS:
The landowner or his representative hereby authorizes the Permittee, County and State Officials or
their representatives to inspect each parcel of property prior to, during, and after animal waste
application and to inspect established monitoring facilities on or near the application site as required
by the animal waste operation permit.
?. The land 0-IX ner or his representative authorizes the Permitlee. County and State Officials or their
representativeti to take necessary soil. surface and �*roundwater samples during the term of. and
twelve (12) months after tennination of, this Agreement.
3. The Pennittee will provide each landowner or his representative with a copy of the animal waste
operation permit as issued by the N.C. Department of Environment, Health and Natural Resources
(NCDEHNR) Division of Environmental Management (DEM) for the land described above prior to
commencement of animal waste application. The NCDEHNR-DEM permit will specify maximum
application rates, limitations and other restrictions press-ribed by the laws and regulations.
4. The Permittee has provided the landowner or his representative with information and data concerning
the program for land application of animal waste to privately owned lands which includes an analysis
Of constituents of the animal waste, animal waste application methods and schedules for typical
cropping patterns and a description of the equipment used by the Permittee for animal waste
application.
5. The Permittee will furnish each landowner or his representative with a copy of the results of each soil
analysis.
6. An acceptable pH must be maintained in the soil on ail land application sites to insure optimum yield
for the crop(s) specified for these fields. The agronomist shall provide information on the pH best
suited for the specified crop and the soil type.
7. The landowner or his representative will inform the Permittee of any revisions or modifications to the
intended use and cropping patterns shown above prior to each planting season to enable the Permittee
to amend this Agreement and schedule applications at appropriate periods. Within the limits of the
NCDEHNR-DEM permit, the owner or his representative and the Permittee will determine animal
waste application rates and schedules based on crop patterns and the results of soil samples.
8. Crops for direct human consumption shall be harvested in accordance with the conditions of the
permit.
9. The landowner or his representatives or successors shall adhere to the provisions of this Agreement
for a period of eighteen (18) months from the date ,f the most recent ami-nal waste application.
10. Appropriate measures must be taken by the Permittee or Land Owner (Lessee) to control public
access to the animal waste application sites during active site use and for the twelve (12) month
period following animal waste application. Such controls may include the posting of signs indicating
the activities being conducted at each site.
11. Specific animal waste application area boundaries shall be clearly marked on each site by the
Permittee or Land Owner (Lessee) prior to and during application.
12. Should the landowner or his representative lease or otherwise permit the use of the land by a third
party. the landowner shall be responsible to insure the third party agrees and complies with the terms
and conditions of this Agreement.
FORM: A«'O 12/95 Pare 14 of 16

13. The existing lessee, if any, of the site agrees, by execution of this Agreement, to comply with all
provisions of this Agreement.
14. This Agreement shall be binding on the grantees, the successors and assigns of the parties hereto
with reference to the subject matter of this Agreement.
15. Animals should not be crazed on animal waste applied lands within a thirty (30) day period
follow-ine the animal was e application. Application sites that are to be used for grazing shall have
fencinc7 ihLAt 'will be used to prevent access during_ these periods after each application.
16. Prior to a transfer of this land to a new owner, a permit modification must be requested and obtained
from the Division of Environmental Management. The request shall contain appropriate fees and
agreements. In addition, a notice shall be given by the current landowner to the new landowner that
gives full details of the materials applied or incorporated at each site.
17. Any duly authorized officer, employee, or representative of the Division of Environmental
Management may, upon presentation of credentials; enter a;ic' inspect art; p<'op rty, p�7emises or
place on or related to the application site and facility at any reasonable time for the purpose of
determining compliance with this permit; may inspect or copy any records that must be kept under
the terms and conditions of this permit; or may obtain samples of groundwater, surface water, or
leachate.
18. The landowner shall not enter into any additional waste disposal contracts or agreements with
another municipality, contractor, or other permitted entity for the land specified by this Agreement.
The land application of any additional wastewater residual sources, other than the animal waste
specified by this permit, is prohibited.
RESTRICTIONS:
FOWNI: A«'O 12/95 Page 15 of 16

t + # # + + + t + + + t # + t t + + t t t t t t t + t t # t t # t * # # t + + + t # t # + + + + t t + # t t t t
i, have read this land owner's agreement and do hereby grant permission to the
Permittee to apply animal waste to my lands as specified herein.
Land Owner
Date
NORTH CAROLINA, _ COUNTY,
I, the undersigned Notary Public, do hereby certify that
personally appeared before me this day and acknowledged the due execution of the forgoing instrument.
WITNESS my hand and official seal this day of , 19
NOTARY PUBLIC
My commission Expires
SEAL:
I. have read this land owner's agreement and do hereby agree to abide by the
stipulations and restrictions as specified herein.
Lessee
bT
*t++ttt+tt++tt++tttt#tttt++ttttt+ttttt#+##tt#t+t#tt++#t+
stipulations and restrictions as specified herein.
have read this land owner's agreement and do hereby agree to abide by the
Peni-tittee
FORM: A«'O 12/95 Page 16 of 16

ENGINEERING REPORT
For the
Bion Technologies, Inc.
BionSoil NMS'
located at
Murphy Family Farms' French's Creek finishing Facility
Kelly, North Carolina
Prepared by
Bion Technologies, Inc.
September 18, 1997
Notice: This document contains secret and confidential information, it is not to be copied or distributed without
written permision of Bion Technologies, Inc.

TABLE OF CONTENTS
SECTION 1 INTRODUCTION
1.1 Engineering Report Objectives
1.2 Organization of the Report
SECTION 2 FACILITY BACKGROUND
2.1 Climatology
2.2 Site Description and Evaluation
SECTION 3 BION PROCESS DESIGN
3.1 Bion System Installation
3.2 Process Description
3.3 Biosolids Management Plan
3.4 Contingency Plan for Waste Treatment
SECTION 4 MONITORING PLAN
APPENDIX A - Waste Utilization Plan, Water and Nutrient Balance
APPENDIX B - Irrigation layout, Soil Scientist's Sprayfield Soil and Site Evaluation,
Sprayfield Soil Analysis
APPENDIX C - Design Criteria Calculations and Supporting References
APPENDIX D - Contingency Plan Letter from Murphy Family Farms
APPENDIX E - Site Layout, Piping Plan, Construction Detail, Component Detail,
Specifications and Existing Lagoons Closure Plan
2

SECTION 1
INTRODUCTION
Murphy Family Farms French's Creek hog finishing facility (the Facility) is a 10,000
market hog and 500 boar facility located in Kelly, North Carolina. The finishing hogs will be
brought in weighing about 30 pounds and removed from the Facility and sold when they reach
approximately 240 pounds. The hog manure waste produced from the farm will be treated in
a waste management system prior to discharge to a sprayfield located on the farm property. The
Facility is owned and operated by Murphy Family Farms, Inc. As part of their commitment to
responsible stewardship, Murphy Family Farms, Inc. has decided to install a Bion NMS' (Bion)
System at its new facility. The Bion NMS system is designed to significantly improve the
treatment and reduce the odor for the hog manure waste generated on the Facility.
The Bion NMS System is a patented process developed by Bion Technologies Inc., (Bion)
that treats both the liquid and solid fractions of the wastestream through a complex series of
natural microbial processes. The system will consist of the solids ecoreactor, three bioreactors,
a water storage area, and a sprayfield. The solids ecoreactor captures and dewaters waste solids
which then undergo a biological conversion into biosolids, an organic soil -like material. The
bioreactors reduce Biochemical Oxygen Demand (BOD), suspended solids, and nutrient
concentrations, as well as odor. Excess water will be delivered to a water storage area with
final water disposal through land application onto a sprayfield.
The North Carolina Department of Environmental Health and Natural Resources
(DEHNR) is the regulatory agency providing oversight at this facility.
3

1.1 ENGINEERING REPORT OBJECTIVES
The primary objective of this Engineering Report is to provide the necessary information
to obtain a waste management permit. In addition, this Engineering Report will provide the
following information:
- Local Climate and Background Information;
-.BionSoil System Installation;
- BionSoil Process Description; and
- . Proposed Monitoring Plan.
1.2 ORGANIZATION OF THE REPORT 'i
This report has been organized into four sections. Following this introductory section,
Section 2 provides a description of the site location and background. Section 3 presents a
description of the design and installation of the BionSoil treatment system. Finally, Section 4
identifies the monitoring plan to be implemented at the Facility.
4

SECTION 2
SITE BACKGROUND
The purpose of this section is to discuss the local climatic conditions of the area and to
provide a description of the original site conditions prior to the installation of the BionSoil
treatment system.
2.1 CLIMATOLOGY
The French's Creek hog finishing farm is located in Bladen County, North Carolina.
Table 2.1 presents the monthly precipitation and evaporation data for Bladen County, obtained
from the NRCS rainfall and evaporation tables used for the design and evaluation of waste
management systems (established August, 1996) . A copy of the NRCS precipitation/
evaporation tables for North Carolina has been included in Appendix C. The net excess rainfall
amount for Bladen County is 9.54 inches for 365 days and 7.58 inches for the 180 day
temporary storage requirements (October - March) . The design and operation of the Facility's
BionSoil system is based upon these precipitation and evaporation figures.
Table 2.1
Bladen County, North Carolina
Precipitation and Evaporation Annual Averages
Month
Precipitation (inches)
Evaporation (inches)
Jan
4.26
1.64
Feb
3.76
1.98
Mar
4.18
3.27
Apr
3.00
4.57
May
4.63
5.24
June
5.36
5.51
July
8.02
5.68
Aug
6.23
4.99
Sep
4.73
4.00
Oct
2.65
2.97
Nov
2.95
2.05
Dec
3.27
1.58
Totals
53.04
43.50
5

2.2 Site Description and Evaluation
The Kelly, North Carolina site is an existing site that has been in production since 1990.
There are two sets of 5 finishing houses, each with it's own treatment lagoon. There is an
additional house containing 500 boars at the northeast site (see site plan, Appendix E). The
existing lagoons are inadequately sized to meet treatment volume and temporary storage volume
requirements for certification. Additionally, there is an inadequate amount of sprayfield to
adequately assimilate the nutrients from a traditional lagoon system for a facility this size. The
predominant soils at the site are sand or loamy sands. Therefore, the entire Bion system will
be new construction, containing a synthetic liner (bioreactors and temporary storage) or an
imported, compacted clay liner (solids ecoreactor cells). The 43 acres presently available as
sprayfield is more than adequate to assimilate the nitrogen concentration coming from the
temporary storage area of the Bion System, given a coastal bermuda grass summer crop and a
rye winter overseeding. The soils are also more than adequate to hydraulically handle the liquid
load. Please see the irrigation plan and sprayfield soil scientist report in Appendix B and the
waste utilization plan in Appendix A for more detail. A recent set of sprayfield soil samples has
been taken and is presented in Appendix B. The general locations of the composite samples
taken in the sprayfield is indicated on the irrigation plan layout, also in Appendix B. There was
a seasonal high water table encountered in test holes at the location of the new construction.
Consequently, all System component elevations that contain temporary storage are at elevations
above the seasonal high water table. There are virtually no neighbors. Please refer to the 1986
USGS Singletary Lake, North Carolina topographic map with the approximate boundaries
outlined, and the ASCS overhead photo following page 9 of 16 of the application form. This
is supplied for site location, along with detailed directions in the application form, and relative
facility locations on both the site plan and irrigation design plan. These references reflect the
livestock house locations, the Bion System location and the acreage available for the 43 acre
sprayfield, as proposed.
SECTION 3
BIONSOIL PROCESS DESIGN
This section provides a description of the new BionSoil treatment system. Bion will
develop and make available an Operations and Maintenance (O&M) manual, to be placed at the
Facility. The O&M manual describes the specific operational and maintenance procedures to
be followed. Additionally, the O&M manual contains the specifications sheets for the various
equipment used in the BionSoil NMS system.
r,

3.1 BIONSOIL SYSTEM INSTALLATION
Construction of the BionSoil system will begin upon regulatory approval. Each reactor
cell is sized according to desired retention time and includes net increase from precipitation and
additional storage capacity for a 25 year, 24 hour storm event. The bottom of the Solids
ecoreactor cells, their berms and side slopes will be lined with 2.0 feet of imported, compacted
clay to meet the .0200 regulatory permeability requirements. The soil on site is not sufficient
to use as liner material. These solids settling areas will be periodically harvested of solids. The
additional depth of liner beyond the regulatory requirement will protect against scarring from
the harvest of the biosolids. The remainder of the System will be lined with a synthetic liner.
40 mil high density polyethylene (HDPE) will be used as the liner material. The properties of
the specific GSE 40 mil HDPE is in Appendix C. This impermeable membrane will be installed
as per the site plan specifications in Appendix E.
The BionSoil system will be located as close to the hog houses as possible and the total
system drainage area encompasses approximately 7.55 acres. There is not sufficient fall to allow
for gravity flow to the Bion System from each set of houses. Therefore, each set of houses will
gravity flow to a 4000 gallon, concrete sump/lift station. Freshly flushed wastewater will be
independently pumped from these two stations to the initial bioreactor in the Bion System.
Please see detail on page 5 of 9 in Appendix E. The system is designed to contain wastewater
as well as divert stormwater from entering the system. The System design drawings for the new
Bion NMS system at the French's Creek Farm site are presented in Appendix E. Table 3.1
follows Section 3 and supplies a design criteria summary for the Facility.
3.2 PROCESS DESCRIPTION
The Bion waste management process treatment flow diagram is presented in Figure 3.1
and the design criteria for the system is summarized in Table 3.1. The site layout and piping
plan with specifications are presented in Appendix E. The detailed design calculations and
references are presented in Appendix C. The BionSoil system consists of an initial bioreactor
(Bioreactor 1) followed by a solids ecoreactor containing two cells. Following the solids
ecoreactor the wastestream flows into a second bioreactor (Bioreactor 2) from which water is
recycled for hog house flushing. Following the second bioreactor the wastestream flows into
a third and final bioreactor (Bioreactor 3) before being lift pumped into a water storage area for
final land application via the sprayfields. This lift pump is necessary to maintain an adequate
amount of temporary storage in the water storage area above the seasonal high water table. The
entire final water storage area (Polishing Ecoreactor) is designed above the seasonal high water
table. Each process unit is discussed in more detail in the following subsections.
3.2.1 Bioreactor 1
Bioreactor 1 (B1) is a 40 mil HDPE lined earthen basin which receives the livestock
house flush waters from the sump/lift stations. The livestock houses are designed to flush fresh
manure under the slatted floor. The fresh manure from the animals drops between and beneath
7

the slats, onto the floor beneath the slats. The liquid waste flows by gravity -to the Lift/sump
stations. The annual flushed input from the eleven livestock houses and other sources (i.e. storm
water etc..) is approximately 43 million gallons/year. The total nitrogen loading from the hog
manure and the recycle water is approximately 533,000 pounds per year. The volume of
Bioreactor 1 is approximately 532,000 gallons yielding a 4 to 5 day retention time on average.
Bioreactor 1 is a high intensity microbial action zone that contains aerobic, anaerobic,
and facultative bacterial populations. Fifteen Hp of aeration provides adequate oxygen to
increase microbial activity and to reduce odors. A 10% reduction of nitrogen through bioreactor
1 is anticipated based on previous operating experience at other systems and site specific design
modifications for lower throughput systems. Please refer to permit application number
WQ0013381, Quin Deca Farm, for extensive and detailed data from a very similar system, and
permit application number WQ0013464, Harrison Pork Production, Inc., for design criteria for
a similarly sized system.
3.2.2 Solids Ecoreactor
Effluent from Bioreactor 1 enters the Solids Ecoreactor by means of a flow control
structure/distribution manifold. The Solids Ecoreactor is a clay -lined earthen basin and is
divided into two cells by means of internal berming and is surrounded by a containment berm.
Flow control structures are used to regulate the wastewater levels in the Solids Ecoreactor cells.
The Solids Ecoreactor is configured such that waste solids will be deposited on the floor of the
cells and water will flow through to an effluent point leading to Bioractor 2. The volume of
each ecoreactor is approximately 490,000 gallons, yielding a 4 to 5 day retention time. All
hydraulic movement through the cells is by means of gravity flow.
The microbial action in the various subenvironments in the Solids Ecoreactor incorporates
nutrients into the solids which will accumulate and settle in the cell. Continuing microbial action
bioconverts the enriched and trapped solids into a stable organic soil -like material.
According to data from North Carolina Department of Agriculture Waste Analysis
Reports from the other Bion NMS hog system, biosolid nitrogen concentration is > or = 3.5%
on a dry weight basis. Assuming the biosolid production rate is 1 cubic yard per animal per
year and a cubic yard of BionSoil weighs 1,700 pounds with a 10% solids content,
approximately 64,450 pounds of nitrogen per year will be incorporated into the biosolids to be
removed from the facility. This reduction amounts to approximately 13.4% of the nitrogen
loading entering the ecoreactors from Bioreactor 1. A total of approximately a 22% reduction
in nitrogen occurs through the solids ecoreactors.
A vehicle access road will travel the length of each Solids Ecoreactor cell. These areas
are elevated above the cell floors and facilitate the removal of the biosolids. The harvested
material will be transported to an off -site location for further processing.

3.2.3 Bioreactor 2
The wastestream will gravity flow from the Solids Ecoreactor effluent points into
Bioreactor 2. Bioreactor 2 is a 40 mil HDPE lined earthen basin with a capacity of
approximately 910,000 gallons, yielding a 7 to 8 day retention time. The bioreactor contains
a 10 Hp aerator and provides additional treatment and storage capacity. Bioreactor 2 is a high
intensity microbial action zone that contains aerobic, anaerobic, and facultative bacterial
populations. The anticipated nitrogen loading from the solids ecoreactor is approximately
377,000 lbs/year. A 10% reduction of nitrogen through bioreactor 2 is anticipated based on
previous operating experience and site specific design modifications for lower throughput
systems.
A flow control structure will be installed at the effluent end of Bioreactor 2 where excess
water is piped to Bioreactor 3. A pumping station consisting of two pumps on floats will be
installed in the middle of the second bioreactor. This pump will recycle water to a series of
holding tanks near the barns where it will be used for flushing the hog houses.
Bion estimates the steady state average nitrogen concentration in Bioreactor 2 to be 925
to 975 mg/L, based on operating experience from other Bion systems.
Water from bioreactor 2 will be used to fill the flush tanks for the livestock houses.
Approximately 34 million gallons/year is recycled from bioreactor 2 to the livestock houses and
the head of the treatment system. Additionally, approximately 267,000 lbslyear of nitrogen are
recycled back to the head of the treatment system, thereby substantially decreasing the volume
and nitrogen loading entering bioreactor 3, relative to the large flow throughput of the internal
bioreactor 1 - solids ecoreactor - bioreactor 2 internal recycle loop. The effluent water that is
not recycled flows from bioreactor 2 into bioreactor 3.
3.2.4 Bioreactor 3
Bioreactor 3 settles out residual solids and further treats the wastestream through
enhanced microbial activity. Bioreactor 3 will be a 40 mil HDPE lined earthen basin with a
capacity of approximately 1,500,000 gallons and an influent flowrate of approximately 10.5
million gallons/ year, yielding a 52 day retention time, on average. The bioreactor contains a
5 Hp aerator and provides additional treatment and storage capacity. The retention time is
sufficient to achieve a significant level of nitrification/denitrification. The anticipated nitrogen
loading from bioreactor 2 is approximately 79,000 lbs/year. A 40% to 50% reduction of
nitrogen through bioreactor 3 is anticipated based on previous operating experience.
Based on theoretical calculations and experience with related systems, Bion estimates the
average total nitrogen concentration to be approximately 600 mg/L (on the conservative side,
using a 40% reduction). Overflow from bioreactor 3 will enter the water storage area.
9

3.2.5 Water Storage Area
The Water Storage Area is essentially an anaerobic environment that will hold
approximately 256 days of retention time, and in excess o€180 days of temporary storage. The
anaerobic activity and extended retention time with a dramatically decreased nitrogen load will
further reduce the nitrogen content a conservative 70%. This will yield an average measured
concentration of approximately 200 mg/L. The water will be dispersed from this area to the
allotted sprayfield.
3.2.6 Spravfield and Irrigation System
Final water disposal is to the sprayfield. Given the water treatment capabilities of the
System, a number of options are possible for the sizing and use of the sprayfield. First, a
reduction in the total sprayfield size necessary for the operation can be achieved through capture,
uptake, and removal of nutrients in the Solids Ecoreactor and bioreactors. This would allow for
a sprayfield to be sized according to hydraulic loading instead of nutrient loading criteria.
Second, since the System can regulate nutrient levels in the wastewater discharged to the
sprayfield, a number of crop options are possible.
The system as currently designed will utilize 43 acres of sprayfield. The nutrient
application rate and annual loading limit on a sprayfield is determined by the type of crop
planted. The French's Creek Finishing Facility sprayfield will be planted with Coastal Bermuda
Grass (hay) and overseeded with rye (small grain) annually for winter application. The NRCS
annual nitrogen application rate for Coastal Bermuda Grass is 225 pounds per acre (conservative
estimate) on the Leon and Centenary sprayfield soil combination present on this site. The NRCS
realistic yield tables for rye on these soils indicates an additional 180 lbs of nitrogen uptake, per
acre. However, we will estimate a conservative 50 lbs per acre, thus yielding a total annual
nitrogen uptake of 275 lbs per acre. The annual nitrogen application rate from the Bion System,
as irrigated, will be in the range of 160 to 200 (maximum) lbs/acre, well below the NRCS
criteria. The higher acreage above that required for nutrient loading is factored in to
accomodate Bion's position as an alternative/innovative system.
Additionally, there are some indications that the nitrogen uptake for Coastal Bermuda
may be significantly higher as the supplemental water from the system will provide a higher
tonage yield per acre than assumed in this report.
The irrigation system for the application of the wastewater will utilize Senniger 7025
sprinklers with a 0.25" nozzle. The system will be zoned to run 15 sprinklers per routine, at
13 gal./min./sprinkler. The daily application rate (10 hour application day) is 117,000 gallons.
The "solid set" irrigation system sprinklers will be on 80' x 80' spacing with wastewater
application rates and sprayfield surface contour modifications as dictated in the soil scientist's
report. Utilizing these recommendations and the proposed irrigation system layout, 43 acres
may be effectively covered while maintaining the required setbacks. Please see Appendix B for
the irrigation system layout and the sprayfield soil scientist's report.
10

3.2.7 Existing Lagoon Management
The existing lagoons will be taken out of service and turned into fresh water ponds.
Please see page 9 of 9 in Appendix E for the closure plan on the existing lagoons.
3.3 Biosolids Management Plan
Detailed records will be kept regarding the volume and NCDA nutrient analysis of
biosolids removed from the Facility. These records will be kept on file at both the Facility and
at Bion's office. This information will be necessary in order to keep track of actual nutrient
removal associated with the Bion System as it functions on this specific site.
3.4 Contingency Plan for Waste Treatment
Murphy Family Farms agrees to make available additional sprayfield acreage and/or
modify livestock operations should the Bion System not meet the design and performance criteria
set forth in this permit application and Engineering Report (see Appendix D for the
acknowledging letter). The Waste Utilization Plan will be modified to meet the new criteria and
Facility operations will be altered to limit nutrient loading during the waste utilization plan
modification. Specific additonal sprayfield locations and engineering will be developed as
needed. Murphy Family Farms' desire to maintain as much of the land as possible in it's natural
state is one of the primary reasons for installing the Bion NMS as opposed to a conventional
anaerobic lagoon wastewater treatment system.
11

Table 3.1
Design Criteria Summary for French's Creek Finishing Facility.
Local Climate
Precipitation 53.04 inches/yr
Evaporation 43.50 inches/yr
Net Water Gain 9.54 inches/yr
Bioreactor 1
Materials
40 mil HDPE lined Earthen Basin
Average Water Depth
9 ft
Volume
530,000 + gal
Influent Flowrate (total throughput)
43.37 Mgal/yr
Net Precipitation Increase
128,000 gal/yr
Retention time
4.5 + Days
# of Aerators
2
Type of Aerator
Aeromix - Tornado
Aerator Horsepower
10 & 5 Hp
Nitrogen Loading
533,500 lbs/yr
Anticipated Nitrogen Reduction
10%
Anticipated Nitrogen Concentration (meas. avg.) 1410 mg/L
Solids Ecoreactor 1 & 2
Materials Clay -Lined Earthen Basin
Total Solids Settling Depth 5.0 ft
Volume per cell (2 cells) 490,000 gal
Influent Flowrate (total throughput) 43.8 Mgal/yr
Net precipitation Increase 444,000 gal/yr
Retention time 4.5 + Days
Nitrogen Loading 480,000 lbs/yr
Anticipated Nitrogen Reduction 22%
Bioreactor 2
Materials
40 mil HDPE lined Earthen Basin
Average Water Depth
loft
Volume
910,000 + gal
Influent Flowrate (total throughput)
44.0 Mgal/yr
Net Precipitation Increase
196,000 gal/yr
Retention time
7.0 + Days
# of Aerators
1
Type of Aerator
Aeromix - Tornado
Aerator Horsepower
10 Hp
Nitrogen Loading
377,000 lbs/yr
Anticipated Nitrogen Reduction
10%
Anticipated Nitrogen Concentration (meas.
avg.) 975 mg/L
12

Table 3.1
Design Criteria Summary for French's Creek Finishing Facility (cunt.)
Recycle System
# of Pumps
2
Type of Pump
Myers Submersible
Pump Horsepower
2 Hp
Controls
Timer Switch Actuated
Recycle Flowrate
33.7 Mgal/yr
Recycle Nitrogen Loading
267,000 lbslyr
Bioreactor 3
Materials
40 mil HDPE lined Earthen Basin
Average Water Depth
10 ft
Total Volume
1.5 Mgal
Influent Flowrate (total throughput)
10.5 Mgallyr
Net Precipitation Increase
241,000 gallyr
Retention time
50 + Days
# of Aerators
1
Type of Aerator
Aeromix - Tornado
Aerator Horsepower
5 Hp
Nitrogen Loading
79,210 lbs/yr
Anticipated Nitrogen Reduction
40%
Anticipated Nitrogen Concentration (meas. avg.) 600 mg/L
Polishine EcoreactorlWater Storage Area
Materials 40 mil HDPE lined Earthen Basin
Depth
9.0 ft
Volume
8.05 Mgal
Influent Flowrate (total throughput)
11.5 Mgallyr
Net Precipitation Increase
946,000 gal/yr
Retention time
256 Days
Nitrogen Loading
47,500 lbs/yr
Anticipated Nitrogen Reduction
70%
Anticipated Nitrogen Concentration (meas. avg_)
200 mglL
SnravFelds
# of Acres 43 Acres
Application Flowrate 11.5 MgaI/yr
Nitrogen Loading 14,258 lbs/yr
Anticipated Nitrogen Reduction (Spray Irrigation) 50%
Annual Nitrogen Application Rate' 160-225 lbslacre
Irrigation System Senniger 7025, 0.25" nozzle
Daily irrigation capacity 117,000 gal./day, 10 hr./day
Note': NRCS realistic yield for Coastal Bermuda Grass and a winter rye overseed on
Leon and Centenary soils = 275 lbs/ac., conservative average (See Appendix A).
13

Solids
Senaratinn
Figure 3.1 - Schematic of Bion NMS for French's Creek hog finishing facility
( arrows indicate water flow pattern )

SECTION; 4
MONITORING PLAN
For the first two years pursuant to acceptance of the permit, there will be monthly
sampling and testing of wastewater from the System influent point in Bioreactor 1 and the
System effluent point in the Water Storage Area. After this initial two year interval, sampling
and testing will be done on a quarter annual .basis for another three years. No sampling and
testing will be conducted after this five year testing period.
An annual report for the compilation and evaluation of data will be prepared shortly after
the end of each year of the five year testing period and will be submitted to NCDEHNR -
Department of Water Quality and NRCS.
The following analytical tests will be conducted by the North Carolina Department of
Agriculture (NCDA) Agronomic Division:
Nitrogen
Phosphorus
Potassium
Calcium
Magnesium
Sulphur
Iron
Manganese
Zinc
Copper
Boron
Sodium
Samples will be collected and analyzed using Standard EPA protocols.
14

APPENDIX A
Waste Utilization Plan, Water and Nutrient Balance

WASTE UTILIZATION PLAN
September 18, 1997
PRODUCER: Murphy Family Farms, Inc. - French's Creek Finishing Facility
LOCATION: 12773 NC Highway 53 E, Kelly, NC 28448 (Bladen County)
TELEPHONE: [phone]
TYPE OF OPERATION: Feeder to finish, swine
NUMBER OF ANIMALS: 10,000 hogs design capacity, + 500 boars
The waste from your animal facility must be land applied at a specified rate to
prevent pollution of surface and/or groundwater. The plant available nutrients in the animal
wastewater should be used to reduce the amount of commercial fertilizer required for the
crops in the fields where the waste is applied. This waste utilization plan uses nitrogen as
the limiting nutrient. Waste should be analyzed before each application cycle. Annual soil
tests are required 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 wastewater and to ensure that it is applied in an
environmentally safe manner. 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 special 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 allowed under Department of
Water Quality (DWQ) regulations. Wind conditions should also be considered to avoid drift
and downwind odor problems. To maximize the value of the nutrients for crop production
and to reduce the potential for pollution, the waste should be applied to a growing crop or
applied to bare ground not more than 30 days prior to planting. This plan is based on waste
application through irrigation for this is the inanner in which you have chosen to apply your
waste. If you choose to change the manner in which you apply the waste 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 wastewater is based on the nutrient content as
indicated for the BionSoil Nutrient Management System designed specifically for your
facility. Acreage requirements should be based on the waste analysis report from your waste
management facility. Periodic sampling of the wastewater will provide you with the
information you will need, as per your permit monitoring plan.

WASTE UTILIZATION PLAN, page 2, cont.
AMOUNT OF WASTE PRODUCED PER YEAR = 11,474,502 gallons
(See water balance, following the WUP)
AMOUNT OF PLANT AVAILABLE NITROGEN (PAN) PRODUCED PER YEAR
= 9,575 lbs./yr., maximum. (See design calculations and Engineering Report for detail)
(@ 200 ppm from temp storage) (See Appendix B for required irrigation equipment)
The following acreage will be utilized for waste application based on the crop to be grown,
soil type and surface (irrigation) application.
ACRES OWNED BY PRODUCER
Field Soil type and Class- Crop Yield Lbs N Uptake Acres Lbs N Applic. time
dgermining phase ^ per acre used
#1
Leon & Centenary
Coastal
4.5 tons
225
3.53
794
MAR-OCT
2-6%
Bermuda
_
Grass -hay
#1
Leon & Centenary
Small Grain
1.0 ton
50
3.53
176
SEP-APR
2-6%
(rye, hay)
-----------------------------------------------------------------------------------------------------------------------
#2
Leon & Centenary
Coastal
4.5 tons
225
2.35
529
MAR-OCT
2-617b
Bermuda
Grass -hay
— #2
Leon & Centenary
Small Grain
1.0 ton
50
2.35
117
SEP-APR
2-6%
(rye, hay)
------------------------------------------------------------------------------------------------------------------------
#3
Leon & Centenary
Coastal
4.5 tons
225
24.24
5454
MAR-OCT
2-6010
Bermuda
Grass -hay
— #3
Leon & Centenary
Small Grain
1.0 ton
50
24.24
1212
SEP-APR
2-6%
(rye, hay)
------------------------------------------------------------------------------------------------------------------------
#4
Leon & Centenary
Coastal
4.5 tons
225
6.61
1487
MAR-OCT
2-6%
Bermuda
Grass -hay
#4
Leon & Centenary
Small Grain
1.0 ton
50
6.61
331
SEP-APR
2-6%
(rye, hay)

WASTE UTILIZATION PLAN, page 3, cont.
Field Soil type and Class- Crop Yield Lbs N Uptake Acres Lbs N Applic. time
determining_phase— _ per acre _ _ - used _
#5 Leon & Centenary Coastal
2-6% Bermuda
Grass -hay
4.5 tons 225
#5 Leon & Centenary Small Grain 1.0 ton 50
2-6% (rye, hay)
6.31 1420 MAR-OCT
6.31 316 SEP-APR
Total = 11,836
CMR Units Lbs N Per Unit
Coastal Bermudagrass-hay Tons 50
Small grain overseeded Tons 50
Indicates that this field is being overseeded (i.e., interplanted). in fields where small
grain is interseeded in coastal bermuda grass and removed for hay or silage, care should be
taken not to let small grain reach maturity, especially late in the season (i.e., April or May).
Shading may result if small grain gets too high and this will definitely interfere with the
stand of bermuda grass. 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 or three times during the season, depending on the time
the small grain is planted in the fall. The ideal time to interplant small grain is late
September or early October. Drilling is recommended over broadcasting. Bermuda grass
should be mowed to a height of about two inches before drilling for best results.
Total_Nitrogen Utilized and Produced for the 43.04 acre Spravfield
Lbs. Nitrogen Produced: 9,575
Lbs. Nitrogen Used: 11,836
**Balance: -2,261
** This number must be less than or equal to 0 in order to fully utilize the animal
waste nitrogen produced.
Acres shown in each of the preceding tables are considered to be usable acres
excluding required buffers, filter strips along ditches, odd areas unable to be irrigated, and

WASTE UTILIZATION PLAN, page 4, cont.
perimeter areas not receiving full application rates due to equipment limitations. Actual total
acres in the fields listed will most likely be more than the acres shown in the table. See the
irrigation layout in Appendix B showing the fields to be used for utilization of the
wastewater.
Note: Please refer to the Engineering Report portion of the permit application for specific
information on the quantities and nitrogen content of the biosolids, as well as nitrogen
reduction that will occur throughout the Bion System as a result of the process.
Application of Wastewater by Irrigation
The irrigation application rate should not exceed the intake rate of the soil at the time
of irrigation such that runoff or ponding occurs. This rate is limited by initial soil moisture
content, soil structure, soil texture, water droplet size and organic solids. The application
amount should not exceed the available water holding capacity of the soil at the time of
irrigation, nor should the PAN applied exceed the nitrogen needs of the crop.
The facility is designed for over 180 days of temporary storage and should be applied
to the indicated crops as required during the specified application times. In no instance
should the volume of waste being stored in any component of the Bion System be within 1.6
feet of the top of the berm.
It is the responsibility of the Producer and the irrigation designer to ensure that an
irrigation system is installed to properly irrigate the acres specified in the WUP. Failure to
apply the recommended rates and amounts of nitrogen in the tables may make this plan
invalid.
Name of Qualified Agronomic Specialist: Kraig Westerbeek
Murphy Family Farms, Inc.
�� Date:

WATER AND NUTRIENT BALANCE AT FRENCH'S CREEK
7.55 acres, total drainage area
A. Total yearly water through the system
1. A. 10,000 finishing hogs, 2.27 gallons per hog per day for 365 days.
10,000 x 365 x 2.27 = 8,285,500 gal. due to finishing hogs
B. 500 boars, 6.76 gallons per hog per day for 365 days.
500 x 365 x 6.76 = 1,233,700 gal. due to boars
This includes total manure, spilled and leaked drinking water and wash water.
2. Rainfall in excess of evaporation = 9.54" (0.795 ft), drainage area = 7.55 acres
(32.8,810 0.
0.795 ft x 328,810 ftz = 261,404 ft3
= 1,955,302 gal.
3. Total water = 8,285,500
+ 1,233,700
+ 1,955,302
11,474,502 total gallons
4. Sprayfield loading
11,474.502 gallons = 1,534,024 ft3
43 acres = 1,873,080 ft'
1,534,024 ft3 1 1,873,080 ft' = 0.82 ft of application over the 43 acres.
The soil scientist report (Appendix B) recommends 0.5" to 1.5" weekly
applications depending on location and sprayfield hydraulic condition.
Estimating conservative 0.6 inch (0.05 feet for a 0.6 inch application)
applications over a one week period to maximize nutrient and hydraulic
uptake:
0.82 ft 1 0.05 ft = 16.4 or 17 applications of 0.6 in., yearly

B. 180 day temporary storage volume
1. A. 10,000 finishing hogs, 2.27 gallons per hog per day for 180 days.
10,000 x 180 x 2.27 = 4,086,000 gal, due to finishing hogs
B. 500 boars, 6.76 gallons per hog per day for 180 days.
500 x 180 x 6.76 = 608,400 gal. due to boars
This includes urine, spilled and leaked drinking water and wash water.
2. Rainfall in excess of evaporation = 7.58" (0.632 ft) for October through March,
drainage area = 7.55 acres (328,810 ftz .
0.632 ft x 328,810 ft2 = 207,808 ft3
= 1,554,403 gal.
3. Total water = 4,086,000
+ 608,400
1,554,403
6,248,803 total gal. temporary storage required for 180 days
6,248,803 gal. = 835,402 ft3
Total temporary storage volume available in System as designed = 867,389 ft3
= 6,488,070 gal.

C. Nutrient balance, nitrogen limiting
1. The crop planted is Coastal Bermuda Grass (hybrid, hay) and an overseeded small
grain (rye) in the winter. Realistic yield on the Centenary and Leon soil types
for the Bermuda Grass is 4.5 tons per acre and 50 pounds of nitrogen per ton.
The small grain rye conservative realistic yield is 1.0 ton per acre and 50
pounds of nitrogen per ton. These should be conservative numbers, especially
in the presence of supplemental water, which our system naturally supplies.
Thus, total nitrogen uptake for 43.04 acres (see irrigation plan, Appendix B)
is:
(BG) 4.5 tons/ac x 50 lbs N/ton = 225 lbs/ac
225 lbs/ac x 43.04 ac = 9684 lbs of N on 43.04 acres at FC in Coastal
Bermuda Grass
(SG) 1.0 ton/ac x 50 lbs N/ac = 50 lbs/ac
50 lbs/ac x 43.04 ac = 2152 lbs of N on 43.04 acres at FC in Sm. Grain (rye)
9684 + 2152 = 11,836 lbs of N total taken up on 43.04 acres at FC.
2. The NCDA guidelines and analytical results indicate a 50% reduction in crop
available nitrogen content when spray irrigation is used as the application
method. Therefore, 11,836 lbs of nitrogen uptake capacity (per year) in the
sprayfield crop translates to 23,672 lbs of nitrogen allowable (per year) in the
Polishing Ecoreactor/temporary storage area. Consequently, the the NCDA
measured ppm concentration allowable is:
_ 3,672 lbs N
11,474,502 gal x 8.34 lb-1/gal-kg = 247 ppm total N as measured by NCDA
is allowable to maintain a 43 acre
sprayfield.

0

AIL
AL JIL
i
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i
F � C) C,

4
Q

SOIL AND SITE EVALUATION
FOR -
SPRAY IRRIGATION OF ANIMAL WASTE
MURPHY FAMILY FARMS-FRENCH'S CREEK FINISHERS SITE
BLADEN COUNTY
PREPARED FOR:
MR. NEAL TUCKER, P.E.
MURPHY FAMILY FARMS
ROSE HIL .4 NORTH CAROLINA
PREPARED BY:
DWAYNE A. GRAHAM, R.S.; LS.S.
N. C. LICENSED SOIL fi-IENTIST # 1022
GRAHAM ENVIRONMENTAL CONSULTING. INC.
JULY 20.1997
it-l'oh-4

Graham Environmental Consulting, Inc.
Sad " Em+ronmental ConsulflM
435 lank id Road
Warsaw, N-C_ 28398
PhonVfax 910-293-6868
July 20, 'i 997
Murphy Family Farms is seeking a non -discharge permit from the Division
of Water Quality, Fayetteville Regional Office, for a wastewater system to serve
their existing finisher operation off Hwy. 53 in Bladen County. The existing
anaerobic lagoon treatment system is being proposed for replacement with a
Bion System Wastewater Treatment Facility.
Regulatory authority of this operation is with the Division of Water Quality
which classifies this activity as animal waste and requires a non -discharge
permit for operation of the proposed facility.
This report was prepared as an aid to the final irrigation design/permit
submittal and will consist of a description of the proposed site including the basic
soils found on the site, their potential for use with spray irrigation, and
recommended instantaneous loading and monthly drainage potential. Mr. Neal
Tucker, P.E. of Murphy Family Farms will prepare the water -balance and
Graham Environmental Consulting, lnc.(GECI) will concur concerning the final
recommended average monthly loading rate.
lift Locetlongog2a IQescriotion
The proposed site is located north of Highway 53 approximately 1 mile
soutt east of lagoon near White lake, N. C., Bladen County. The specific
locoft should be shown on map prepared by Mr. Neal Tudker, P.E.. GECI has
ersdosed a copy of a sr% mp, Page I of the Appendix, that we will refer to
during the remainder of this report
The proposed spray areas are currently a combination of active spray
fields and�dwrai lanes. The site topography is a combination of distinct
conve*-slope ridges with adjacent concave draws and foot -slopes. Typical
slope range forthe site 1s teas than 4 percent with minor side -slopes greater
$ran 5-Pement.
SOLIMTE EVALUAnpNS - WETLVO DRIWATKM - SM }rrflRA = TfsI� AND DRAUV*M
MOUNWC ANALY55 • WASTMATER SAY' AS EVAWA"nONS • 1,UWV1 M EVALUAnON AND PL4JW G -
ENMONMEI TAL ASSESStirE S • SEPM SYSTEM DMIN •

Graham Environmental Consulting, Inc.
Murphy Family Fauns-French's Creek Finisher Site
Spray Irrigation Report
Page Two
July 20, 1997
r .j
Soil borings were performed over the entire tract with the eaooeption of the
prior established wetlands areas. The Site Map -Page 1-Appendix gives the
location and approximate areal extent of the 4 general soil types we mapped for
the site. A profile description for each soil type is located on page 2 of the
Appendix In review of the soil profile descriptions. Soils 1 and 2 ate fairly
uniform In soil characteristics with depth to seasonal high water4able accounting
for the variability.
Soils 3 and 4 occur along a linear slope to foot -slope positions with minor
draws and isolated depressional areas(referenved as "wet' areas). The
inclusions of spodic horizons within these two soil units are consistent with the
Leon and other sandy somewhat poorly and poorly drained spodosals such as
the Murville Series. Spodosols, such as Soils 3 and 4 formed In landscape
positions where dissolved minerals and organics flowed rapidly from upland
areas and settled out in the flatter landscape potions. In their natural setting's
these soils would have extended periods of the year where saturation at or near
the soil surface would be possible.
In review of the site map, it can be seen that an open ditch around the
perimeter of the existing lagoon inftvec ted this linear slope over a large area.
The ditch location and depth is cxMcal in that we expect a slg cart reduction in
lateral flow has taken place. This reduction in lateral flow and hydraulic loading
is critical for the utilizWon of Soil 3.
Soil type 4 aW associated depressions, contains soils, by soil color,
whlch indicated very poorly drained soils. These soils occur along the toe slope
and concave landscape position with limited surface drainage. The subsoil
below the high organic matter content surface was a combination of sand to
loamy fine sand with loose consistence and dense spodic horizons. It would
appear that utilization of these soils will require significant improvements to
surface drainage.
Our reocmmendation for including these areas into use would include
excavation of the high organic content surface layers within the depressions and
stock -piling for futum use as a soil cover arnenckne t

Graham Environmental Consulting, Inc.
Murphy Family Farms-French's Creek Finisher Site
Spray Irrigation Report
Page Three
July 20, 1997
Secondly, a uniform coarse to medium sand should be placed within
these areas to the extent that surface drainage can be achieved.
We have indicated on the site map the approximate location of an
existing surface drain which could be improved and incorporated into this site
preparation. The final site prep. activity would include evenly applying the
sandy, organic surface material, which was stockpiled, to the surface of this area
and blended with the sandy fill. Care would need to be taken to insure both a
uniform fill material and consistence was used and the incorporation of surface
drainage conveyances.
Soils 1 and 2 typically have a surface layer" inches thick that is
loamy sand with granular stnacture. The subsoil was found to have a loamy
sand to sand texture to greater than 80 inches deep. The subsoil structure was
granular and single grained.
The estimated soil wetness or water -table for Soil 1 was typically greater
than 36 inches to deeper than 5 feet with a range of 24 to 36 for Soil 2. The
range for S613 was 12 to 24 with inclusions of penned conditions less than 24
inches. Soil 4, as previously mentioned, as well as the depressions would
indicate a seasonal high water4able less than one foot from the soil surface.
Soil wetness was estimated by observations of colors of chroma 2 or less that
were indicative of soil wetness.
The Bladen County Soil Sur'vey(Page 3-Appendix) shows the site mapped
as Centenary and Leon.
The majority of soils on this site are considered to have rapid
permeability based on texture. The majority of this site has soils that will allow
for rapid infiltration, treatment, and at reasonable loading, plant uptake of
nutrients supplied by the wastewater and are suitable for use with spray
irrigation either year-round or seasonal limited.

Graham Environmental Consulting, Inc.
Murphy Family Farms-French's Creek Finisher Site
Spray Irrigation Report
Page Four
July 20, 1997
The dominant soil types found are moderately -"If to well -drained. The
main limitation for spray are the poorly drained Soil: 4 and associated
depressional areas. We have made our recommendations as to the
modifications needed to allow for utilization of these areas. Based on the
effluent quality progeoded for this project, we feel that the majority of the soils on
this site am suitable for spray irrigation. and will provide for suffident
assimilation of the wastewater prior to contact with ground and or surface waters
proper scheduling of wastewater applications.
liZr1l'�- •. �! 1 !
The assimilative capacity for the volume of wastewater is determined
through an evaluation of the movement of soil water at the site.
The factors which are critical are the soil physical properties, site
gradient. vegetation uptake and the application interval. During land treatment
all wastewater applied must infiltrate the soil surface; thus, the only padwvays by
which water may leave the site are evapotranspiration irrto the atmosphere and
percolation of water down through the soil profile or lateral movement below the
soli surface.
The first step in design of this system is the instantaneous loading rate.
This is necessary to inset .that the irista, itaneous rate of application will not
create ponding and for runoff of wastewater. The instantaneous or hourly rate of
application is dependent on the surface infiltration rate and slope of the site.
Page 4, of the Appendix. shows a table often used to estimate this rate based On
surface texture, slope and vegetation conditions. Given the consistent surface
Wxhm, structure and assurnirq a consistent surfaioe vegetative condition, we
recommend utilizing the values for Class tl of the differing slope ranges for Soil
f, 2 and S.
Soil 4, assuming unform coverage of a higher organic, finer sand surface
would be P ommended to utilize values at the lower end of Class IV. However,
we recommend using lower values in sandy soils for enhanced roof zone
contact.

Graham Environmental Consulting, Inc.
Murphy Family Farms-French's Creek Finisher Site
Spray Irrigation Report
Page Five
July 20, 1997
Hydraulic Loading RAW
Hydraulic loading rates for soils are essentially the excess water values
obtained from a water balance_ In considering the preparation of a water
balance for this site, rainfall, drainage and evapotranspiration should be
estimated for the site.
The rainfall data can be obtained from many sources and the estimated
evapotranspiration from vegetation given optimum stand and adequate moisture
are given for Wilmington, NC in The Water Resounm Research Institute Report
118 by Carlisle and Phillips.
As previously mentioned this report will not provide a water balance for
the project but has given the site and soils observed and an instantaneous
loading rate recommended_ The monthly average loading is the critical value
needed in order to establish design and final permitting consideration. The
water -balance once calculated, will provide that rate using the final variable- the
monthly drainage rate.
The objective of establishing an optimum drainage rate is to maintain
good soil physical and chemical characteristics and to promote vigorous plant
growth and assimilation of the waste constituents, while at the same time
applying an optimum amount of wastewater. Thus, the optimum drainage rate
must be established so that the water stays within the plant root zone long
enough for the roots and or soil to assimilate the waste but not so long as to
inhibit plant activity.
In order to determine a soils water characteristic one can field measure
Hum properties, which is typically not practical. or utilize published data such
as data published by the Water Resources Research Institute and written by J.
Fulton Lutz( Movement and storage of Water in North Carolina Soils; April 1970)
or a published Soil Survey.
For the purposes of this report, we used published data from Soil Surveys
listing data for the soils mapped on the site or for similar soil series.

Graham Environmental Consulting, Inc.
Murphy Family Farms-French's Creek Finishers Site
Spray Irrigation Report
Page Six
July 20, 1997
The monthly drainage rate is determined from a combination of
drainage potential at a given soil moisture tension, thickness of the surface
layer, time allowed for soil re -aeration following a recharge event, and duration
of recharge event. The amount of ureter lost from saturation to field capacity
depends on the texture of the topsoil and subsoil_ As water begins to drain down
through he soil profile following rainfall or irrigation, the soil above begins to re -
aerate. All of these factors must be considered to effectively estimate the
drainage rate expected.
Generally irrigation is accomplished in 1 to 2 hours, drainage of the soil in
2 to 4 days and re -aeration of coarse textured soils in 2 to 4 days.
Based on the sand and loamy sand soils, structure and consistence, we
feel that a 3.5 day cycle is appropriate for Soils 1 and 2.
Based on the soil properties observed on this site and using data for the
Centenary Series a drainage rate for Soil 1 and 2 can be determined. The
difference between the total porosity and the water lost at 50 cm soil tension is
the field capacity_ This amount of water could be applied and stored in the
surface one foot or equal to 5.22 inches. This is the amount of water, if applied
lower than the infiltration rate, that could be stored without runoff. However, the
volume of interest is the amount that could be applied in order to supply a plant
available volume to maximize plant uptake and renovation of the wastewater.
This is even more critical in moderate to rapidly permeable soils. The available
water in the surface 1 foot of this soil series is 12.2%rinch.
Multiplying these values yields a volume of 1.55 inch. To complete the
estimated monthly value this value of 1.55(in) is multiplied by a ratio of a 30 day
month and a 3.5 day cycle to yield a value of monthly drainage rate of 12.90(in).
Although this does not give the average monthly application rate it is the final
value needed to calcukAe the water balance. Based on rainfall data for
Elizabethtown, NC, Bladen County, from the Office of the State Climatologist, of
46.84 inches of annual precipitation and evaporation data previously mentioned
for Wilmington, NC of 36.25 inches, I would expect the site could handle a
loading far in excess of allowable loading. Therefore, I would recommend
loading not to exceed 1.5 inches per week

Graham Environmental Consulting, Inc.
Murphy Family Farms-French's Creek Finishers Site
Spray Irrigation Report
Page Seven
July 20, 1997
Estimation of the time for rearaetion of soils such as those for Soils 3 and
4 is extremely difficult. Utilizing a alternative approach to estimate the drainage
rate is often needed in these soil types. The approach we used was published
conductivity data for the Leon and Murville Soil Series. The most limiting layer's
hydraulic conductivity was used. Taking 4% of that rate is recognized as a
suitable means of estimating the long4erm rate. Conservative estimates of
saturated hydraulic conductivity of the spodic subsoirs is appra Kimately 0.10
inch per hour.
The product of this value and 4% equals .004 incheslhr or 2.88 inches per
month. Rainfall and transpiration values previously mentioned would result in a
net annual deficit of 35 inches per year or approximately 3 inches per month or
0.70 inches per week. Using this monthly rate may reveal periods of the year
whwe irrigation would not be allowed. However, we would recommend initially
applying a rate of 0.50 inches per week with permit allowances for increases of
this rate as system history is obtained. Also. applications during
the growing season when evaporation is at it's peak. will allow for increased
loading in the range of 0.70 to 1.0 inch per w+sek or more.
Soil type 4 would utilize similar values, but with a tecOmmertded growing
season application limit and with modifications as mentioned earlier in the
report Monthly rainfall and transpiration data, mentioned earlier, and for the
mwWs of May through October, and assuming the same drairtiage rate as for
Soil 1 would net 15 to 20 inches of applications for the period. Over this 24
week period we would expect that these soils could be utilized at applications of
0.50 to 0.60 inches per week Again, seasonal variability mid system
performance history data could allow for these rates to be increased. We would
recommend this allowance being provided for in the permit.
The hydraulic considerations for a spray irrigation system is only one part
of the systems design. The waste constituents will also require analysis to
determine it hydraulics or nutrients will limit the area needed to handle the
projected volume of wastewater proposed to be generated.

Graham Environmental Consulting, Inc.
Murphy Family Farms-French's Creek Finishers Site
Spray Irrigation Report
Page Eight
July 20, 1997
However, it is our professional opinion that the soils on this site should
allow for effective infiltration, plant uptake and drainage at the rates we have
given and with the additional recommendations concerning site modifications.
Actual wastewater loading, it determined to be hydraulically limited, can
be adjusted by the operator using the monthly balance and by applying more
effluent during drought periods as well as less during stress periods.
Irrigation scheduling should be done to optimize the current conditions at
the time irrigation is needed while providing for optimum plant growth. The site
should be maintained in order to provide for madmum runoff of high intensity
rainfall events and to maintain a suitable vegetative cover.
Other measures that should be considered would be annual wastewater
analysis, figw measurements, site rainfall data and soil samples of the surface
horizon to determine if additional inputs of nutrients are needed to maintain a
sufficient level of nutrients for the Bermuda crop or other crop as proposed.
Given the information we have been provided concerning this project, as
of this date, -and our site and soils evaluation, GECI is submitting this report for
your use wd.W review by the , nate review personnel.

Page 2-Appendix
MURPHY FAMILY FARMS
FRENCH'S CREEK FINISHERS PROPOSED SPRAY IRRIGATION SITE
INDUSTRIAL WASTEWATER
SOIL BORING DESCRIPTION
Soil # De in Deswf2 j on
1. 04 Is,granular,v. friable, 10yr4/4
4-40 Isls,weak granular to single grained, loose, 10yr6/5
40-55 ls,vmak granular to single grained. kxme,1Oyr614
55-80 s,single grained, loose, I OyrW
Estimated SHWT->W,Linear to Convex Slope upland
2. 0-8 ls,granular,v. friable,10yr5/2
8-30 s,w granular, v. friable,1 Oyr4/3,615-mix
3040 is, wgr, friable,2.5yr8/3
40-65 slls,singie grained,fhable,2.5yr8/2
65-80 slis,single grained,friable,2.5yr812
Estimated SHWT- XY, Linear to flat upland
3. 0-9 1s,granular,loose,10yr 8/2,411 mix
8-24 Is,w,gr-sg,v. friable,lOyr7/2
24-36 10h),w grim, ft. 10yr6h,variable cementation
36-40 Is/is(BhW* m,fi.,1 oyr4/2,811
40-70 We,loose,Worg. coatings,10yr4/1
Estimated SHWT-12-24, linear slope -upland flat
4. 0-11 Ifs(h org.),granular,friable,10yr4/1
11-18 lWorg mix,wgr,fr.,10yr514,4/1
18-40 tWsl-Sh,frm,vfi,ma9sive,7.5yr412
2840 sVft(Sh)-mix,friable,mawive,10yr/512,411
Estimated SHtl11T-c12",Concave Landscape PositionMepressions

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-r''`'•{ ti.+.. �l .1 T',1 \1' f• 1r t r•�-•'�'`� �-'��,,�;i` nt14
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' r � 1 n.l�' 4,�•..'•'"n� �:..E �: 'I_:'�i`+• -t� r', ti..'•'r+�� y • r..' Wr
tip¢..{. r' fl�''' t �'r.. ' 1 (; .�.• ^i :yf � _: •', . r :' ''t.'•..• . -.: ' 1
t r:_, .•„ fir¢%. .�• •1 .�-._%�`�.�• .. ' �+� R'�.;.,• • �- ,':Y+l..
�, '•�" '3 �YG�::; �•5; �.,5�, ti,. � ..7 Y�r;�'• _ �' ��^h�•r. } (F. r � ��r:'
t'Pt''•. y.r' YI T.'yl:>.'�..: _ `,�9.j, � l \;`; �.'.'�. Y, • - i+:� Ff.,
•,•�, at 1'i
•:'or ''T ;�r'.I.� f ,,�*�y_.. Sit, ,r, -_ _'1 i, :,1•
i'� {? %tom+ 1a<<�`r ( ;Qy�'t, ,; ; Ff'�.�• Jp';. �' �` y' A
q✓_' t�.: {''. � �' +\ ��. rye 2 � .'t I .
+� w-- = '.yii_ fit• �'...•.r �• �„ r F'. :,v . � r-
�i� w:: ti � � zli. •.
til•Z'-�.�.4_..•�ti ��:' '�'�•p+laryL�_�_�.1 c`.,.: ;.,
r�.t

Page 4-Appendix
TASM 3
TYPICAL RANUS OF SOIL UMURAriON AAM
BY SO TE'K1 AB AND SLOPE
smic III MMTION RATE 118LOPE
M/1ir
11-"
3-9%
9 + %
CLASS
Y'ExTURE
t
Sands and &W ssnda
0.1 *
.07 +
0.6
11
Lamy saw
0.7.1
0.6.110
0.4-0.7
tit
Sandy tow= snd fim sandy bom
0.5-1.
0.4-0.7
0.3-0.6
tv
V%v Mw sandy Woms, aft tosms
0.3-0.
0.2-0.5
0.1ti-0.3
v
Sandy day tca= and OW dty barns
0.2-0.4
0.16.0.26
0,1.0.16
vl
pays vw slay days
0.1.0.
0.1-0.16
c0.1
SouftA: SpewAW k t athn Assodst *L Saftlet lrddtft (11089).
I/ For flood vo"tWvo cover, #was rem my be 26-30% gr sW. For twsr sudtce
saS corddww, rags rM be at as 60% Ism

NCDA` gnomic Division
4300 Reed Creek Road'' Ralei , NC`2'Id07-6465 qIq 733-2655 }.. ,.." 'kx� '; "3:.=,� *,�`'� >
,Re
rtNo: �03091 r
Grower.-
Murphy Family Farms
Copies to:
�w
Aft -Andy Adams
PO Box759
No �� `
Frc
n ��-'
j
..._
oilTestReport
Rose Hill, NC 28458
S o ;
=
rr,
F C
G ocq i„ F C c, l C,
�.
Farm:
S ;t;
ors
CorrespoM1�+��
�,aI
8/28/97 SERVING
N.C. CITIZENS FOR OVER 50 YEARS
Bladen County
Agronomist Comments:
C -- 12, 3, #,
Field Information
Applied
Lime
Recommendations
Sample No. last Crop
Mo
Yr VA
Crop or Year
Lime
N
P20 s Ka0
Mg Cu
Zn
B
Mn
See Note
FC001 Small Grains
1st Crop: Berm Hay/Pas,M
1.6T
180-220
60-80 . 170-190
$ $
0
0
12
2nd Crop. Small Grains
0
80-100
60-80 90.110
$ 2
0
10
3
Test Results
Soil Class ILW% W/V CEC
BS%
Ac pH P-1 K I
Ca% Mg%
Mn-1 Mn-Al (1)Mn-AI (2) Zn-1
Zn-AI
Cu-1
S-1
SS-1
Nf$-N NIB-N Na
MIN 0.56 1.28
2.9
41.0
1.7 5.1 29 22
28.0 9.0
34
30 23 38
38
16
25
0.0
Field Information
A2plied
Lime
Recommendations
Sample No. Last Crop
Wo
Yr TIA
Crop or Year
lime
N
Ms &0
Afg Cu
Zn
B
Ma
See Note
FC002 Small Grains
1st Crop: Berm Ilay/Pas,141
.6T
180-220
. 0 150-170
0 0
0
$
12
2nd Crop: Small Grains
0
80-100
0 70-90
0 0
0
t0
3
Test Results
Soil Class ILN% W/V CEC
BS%
Ac pH P-1 K-1
Ca% Afg%
Mn-1 Afn-Al (I)Afn-Al (2) Zn-1
Zn-Al
Cu-1
S-1
SS-1
Va.N ArM-N Na
MIN 0.41 1.30
3.1
77.0
0.7 6.1 103 2
52.0 21.0
24
24 17 118
118
28
16
0.1
Field information
Applied
Lime
Recommendations
Sample No. Last Crop
Ato
Yr 1"/A
Crop or Year
Lime
N
M5 X0
Mg Cu
Zn
B
Mn
See Note
FC003 Small Grains
1st Crop: Berm Hay/Pas,M
IV
180-220
10-30 170-190
0 $
0
0
12
2nd Crop: Small Grains
0
80-100
10-30 80-100
0 2
0
l0
3
Test Results
Soil Class JLJf% W/V CEC
BS%
Ac pH P-1 K•1
Ca% Afg%
Afn-1 Mn-AI (I)Mn-AI (2) Zn-1
Zn-A1.
Cu4
S-1
SS-1
Na-N N11i-N Na
MIN 0.92 1.29
4.6
65.0
1.6 5.6 54 25
43.0 20.0
36
31 24 97
97
19
14
0.1
Field Information
lied Lime
Recommendations
Sample No. Last Crop
ifo
Yr T/A
Crop or Year
Lime
N
PA &0
Mg Cu
Zn
B
Ain
See Note
FC004 Small Grains
1st Crop: Berm Hay/Pas,M
.8T
180-220
0 150-170
0 0
0
0
12
2nd Crop: Small Grains
0
80-100
0 60-80
0 0
0
0
3
Test Results
Solt Class HM% W/V CEC
BS%
Ac pH P-1 K 1
Ca% jNg%
Mn-1 Mn-AI (I) Mn-AI (2) Zn-1
Zn-Al
Cu-1
S-1
SS-1
VCg-N NIj-N Na
MIN 0.51 1.37
6.6
85.0
1.0 6.1 441 32
68.0 14.0
53
41 34 1081
1081
196
21
0.1

NCDA � onomic.Division.~A300 Reed
reek Road ° Ralei `NC Z7607�65 `"(919) .733-26SSM 'Grower: Mug'
h " Famil
Farms. `
Re ' rt Noc : 03091 2
Field Information
Applied
Lime
Recommendations
Sample No. Last Crop
Ho
Yr T/A
Crop or Year
Llme
N P20 f KO
Mg Cu
Zn
B
Ma
See Note
FC005 Small Grains
IA Crap: Berm Hay/Pas,M
-3T
180.220 0 140-160
$ 0
0
0
I2
2nd Cm. Small Grains
0
80-100 0 60-80
$ 0
0
0
3
Test Results
Soil Class 10% W/V CEC
BS%
Ac pH P-1 K 1
Ca%
Mg%
Mn-1 Mn-AI (I)Aft-AI (2) Zn-1
Zn-Al
Cu-1
S-1
SS-1
NC$-N NI,-N Na
MIN 0.27 1.37
5.6
9t.0
0.5 6.4 522 33
79.0
2.0
45 36 .29 1032
1039
_ l 2
21
0.1
Field Information
Applied
Lime
Recommendations
Sample No. Last Crop
Mo
Yr T/A
Crop or Year
Lime
N P10s KO
Mg Cu
Zn
B
Mn
See Note
FC006 Small Grains
1st Crop: Berm Hay/Pas,Nl
.8T
180-220 0 160-180
0 0
0
$
12
2nd Crop: Small Grains
0
80-100 0 70-90
0 0
0
l0
3
Test Results
Soil Class 101% W/V CEC
BS%
Ac pH P-1 K-1
Ca%
Afg%
Afn-1 Mn-AI (1) Mn-AI (2) Zn-1
Zn-AI
Cu-1
S-1
SS-1
NC$-N NI&N Na
MIN 0.46 1.37
3.0
70.0
o.9 6.0 112 27
52.0
12.0
18 20 13 167
167
39
13
0.0
Field Information
lied Lime
Recommendations
-
Sample No. Last Crop
lfo
Yr T/A
Crop or Year
Lime
N P205 M
Afg Cu
Zn
B
11V1n
See Note
FC007 Small Grains
f--
1st Crop: Berm Hay/Pas,M
IV
180-220 0-20 140-160
$ $
0
$
12
.2nd Crop: Small Grains
0
80-100 0-20 60-80
$ 2
0
10
3
Test Results
Soil Class Hht% W/V CEC
BS%
Ac pH P-1 K-1
Ca%
Afg%
Mn-1 Afn-A1(1)Mn-AI (2) Zn-1
Zn-AI
Cu-1
S-1
SS-1
N00-N Nlat-N Na
MIN 0.86 1.38
3.0
40.0
1.8 5.5 57 33
26.0
9.0
10 15 8 36
36
14
16
0.0
Field Information
Ap plied
Lime
Recommendations
Sample No. Last Crop
f`to
Yr T/A
Crop or Year
Lime
N P205 M
Afg Cu
Zn
B
Jfn
See Note
FC008 Small Grains
1st Crop: Berm Hay/Pas,1Nt
I.4T
180-220 0 110-130
0 $
0
$
12
2nd Crop, Small Grains
0
80-100 0 40-60
0 2
0
10
3
Test Results
Sou Class ILV% W/V CEC
BS%
Ac pH P-1 K 1
Ca%
bfg%
Aln-1 Aln-AI (1),VH-Al (2) Zn-1
Zn-A1
Cu-1
S-1
SS-1
NCB-N NhkV Na
MIN 0.66 1.35 3.0
50.0
1.5 5.3 95 47
31.0
11.0
13 17 10 41
41
12
14
0.1
Field Information
lied Lime
Recommendations
Sample No. Last Crop
1Vlo
Yr T/A
Crop or Year
Lime
N P205 KO
Mg Cu
Zn
B
Mn
See Note
FC009 Small Grains
1st Crop: Berm Hay/Pas,M
I.9T
180-220 0-20 70-90
0 $
0
$
12
2nd Crop: Small Grains
0
80-100 0-20 I0-30
0 2
0
l0
3
Test Results
Solt Class ILN% W/V CEC
BS%
Ac pH P-1 K-1
Ca%
Wfg%
Mn-1 Afn-Al (1)rtfn-AI (2) Zn-1
Zn-Al
Cu-1
S-1
SS-1
NC$-N A7&N Na
MIN 1.26 1.31 4.0
48.0
2.1 5.3 60 68
28.0
10.0
24 24 17 36
36
13
1.4
0A

' Division
NCDAAgronomic ...
C i ' .Roa. '
4300 Reed reekd.x Ral,NC ei
27607=b465'_ 919 '.133-2655 Gi•owei� ,Mu
I'ain h ii Farms :
8e rt No'.03091.>,..P 3';.-
Field Information -
Applied
Lime
i Recommendations
-
Sample No. Last Crop
Ho
Yr T/A
Crop or Year
Ltme
N M5 Ka0
Mg Cu
Zn
B
Mn
See Note
FC010 Small Grains
1st Crop: Berm Hay/Pas,M
1.6T
180-220 0 70-90
0 $
0
$
12
2nd CT : Small Grains
0
80-100 0 10-30
0 2
0
10
3
Test Results
Soil Class HM% W/V CEC
BS%
Ac pH P-1 K-I
Ca%
Mg%
Mn-1 Mn-AI (1)Mn-AI (2) Zn-I
Zn-AI
Cu-1
S-1
SS-1
N[$-N NH-N Na
MIN 1.31 1.22
3.9
56.0
1.7 5.0 75 68
33.0
13.0
18 20 13 36
36
18
13
0.1
Field information
Applied
Lime
Recommendations':
-
Sample No. Last Crop
Ko
Yr T/A
Crop or Year
Lime
N PA M
A19 Cu
Zn
B
Mn
See Note
FCO11 Small Grains
1st Crop: Berm Hay/Pas,M
1.7T
180-220 0 0-20
0 0
0
$
12
2nd CT : Small Grains
0
80-100 0 0
0 0
0
10
3
Test Results
Soil Class IL1f% W/V CEC
EA
Ac pH P-1 K-1
Ca%
Mg%
Mn-1 Mn-AI (1)Afn-AI (2) Zn-1
Zn-AI
Cu-1
S-1
S51
Na-N NWV Na
MIN 2.22 1.24
5.7
6TO
1.9 5.4 Ito 124
36.0
20,0
11 l6 9 117
117
101
40
0.2
Field Information
pplied
Lime
Recommendations
Sample No. Last Crop
go
Yr T/A
Crop or Year
Lime
N P1O5 KO
Mg Cu
Zn
B
bin
See Note
FC012 Small Grains
1st Crop: Berm Hay/P4M
1ST
180-220 0 0
0 0
0
$
12
2nd Crop: Small Grains
0
80-100 0 0
0 0
0
l0
3
Test Results
Soil Class HM% W/V CEC
BS%
Ac pH P-1 K 1
Ca%
,Ng%
Afn-1 hfn-Al (1)Afn-AI (2) Zn-1
Zn-AI
Cu-1
S-1
SS-1
N($-N NIB-N Na
MIN 1.87 1.22
7.1
73,0
1.9 5.2 213 185
38.0
22.0
17 20 13 154
154
177
28
0.2
Field Information
lied Lime
Recommendations
Sample No. Last Crop
tifo
Yr T/A
Crop or Year
Lime
N P1Of KO
A19 Cu
Zn
B
Mn
See Note
FC013 Small Grains
1st Crop: Berm Hay/Pas,M
2.1T
180-220 0 0-20
0 0
0
$
12
2nd Crop: Small Grains
0.
80-100 0 0
0 0
0
l0
3
Test Results
Soil Class IL11% W/V GEC
BS%
Ac pH P-1 K-1
Ca%
Mg%
Mn-1 lVfn-AI (1) Mn-Al (2) Zn-1
Zn-Af
Cu-1
S-1
SS-1
NO3.N Nil►-N Na
MIN 2.08 1.24 6.3
65.0
2.2 5.1 72 121
35.0
21.0
22 23 16 93
93
88
21
0.1
Field Information
Applied
Lime
Recommendations
Sample No. Last Crop
No
Yr T/A
Crop or Year
Lime
N W5 M
Mg Cu
Zn
B
Mn
See Note
CAOO1 Small Grains
1st Crop: Berm Hay/Pas,M
.9T
180-220 0-20 40-60
0 0
0
0
12
2nd Crop: Small Grains
0
80-I00 0-20 0-20
0 0
0
0
3
Test Results
Soil Class HM% W/V CEC
BS%
Ac pH P-1 K-I
Ca%
Mg%
Aft -I Mn•AI (1)Mn-A1 (2) Zn-1
Zn-Al
Cu-1
S-1
SS-1
Na-N NIB-N Na
MIN 0.86 1.31
5.5
80.0
1.1 6A 62 83
46.0
26.0
173 113 l06 44
44
43
26
0A

LI

AS
Qv e/� s o s

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J
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f
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rn
oho
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u
zr
d
a
CD
a
LA-
-i-
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--'
d
T
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M
�
11
Oa
�
�
d
u
I
44
Lo
J
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1
Q
L
1
4
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v
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CA-
o.
4
ra
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u
`Y
^c
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ip
T')
'0
L"•'.,
Iti'y
tf
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00
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cr
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ry
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J
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72
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r

�� �� ��� ,►� ogQ� s , '�I�Zf � � S'� I
a
Vv 511 B-fC (hI = C11-csch) �t-) — °)Ys `ch
: S Sq ) ...,t vj�! N ,(
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J`�y6 bs I rRrS rol - `9 \-.v)� Il

ASAE Data: ASAE D384.1
,
T MANURE PRODUCTION AND CHARACTERISTICS
Developed br cite Emgk-ing Practices Subcommittee of the ASAE Agrirn3tnr4 Sanitation and
Waste Management Committer, approve by the ASAE Soutrs and Environment DivW,
Sbwdatds Committee; adopted by ASAE December 1916; reconfirmad December 1981, December
198L December M. December 1984, December 1985. December 1986. December 1987: tsrised
June 1988.
SECTION 1-PURPOSE AND SCOPE
1.1 Data on fivestock manure production and characteristics are
presented to assist in the planning, design and operation of manure
collection, storage, pretreatment and utfliution systems for livestock
enterprises.
1.2 These data are combined from a wide base of published and
unpublished information on livestock manure production and
characterization. Users of this information should lecogaize that the
mean values for each parameter tee determined by an adthmetie
average consisting of one data point per Lefesence source per year. The
values represent flesh (as voided) feces and urine. Actual values vary
due to differences in animal dlet, age, usage, productivity and
management. Whenever site specific data are available or actual
sample analyses can be performed, such information should be
considered in lieu of the mean values presented here.
TABLE 1-9ai.S11 MANURE IRODUCIM AND Ot"AMMUS= M 1 NO kg LM AMMAL MASS SIM DAY
Puma~
Ve1e•
_
_ _
TTt&M1
Lhe Aftbad
-
-
Dae7
led
vd
swim
am"
Cos
RMW
Lam
&now
Tacker
Dark
"o kgt
360 kg
91 ka
61 q
27 kp
64 kg
45014
La 4
L9 >K
as 14
IA kg
TOW muawi
let
IS
62
44
40
41
61
N
Is
47
Ito
ad. devisdon
17
17
24
24
11
2.6
7.2
19
13
13
•`
tMM
let
p,e+a
26
is
•'
39
L3
••
10
»
«
w
saL de.14daa
43
4.2
-:4A
3.6
v-
0.74
:•
'-
••
D-Sky
kgfe3
coca
990
1 000
1000
"0
1 o00
1000
1 000
970
1 No
1 000
•`
atd. de.idon
63
7S
••
24
64
•`
93
39
•'
H
w
TOedNO&
kt
wean
12
83
&2
.it
11
.13
IS
M
22
12
31
ap! drr6dea
2.7
LS
2A
'L3
3.5
LO
4.4
4.3
1.4
3.4
is
VehA..06 4
ka
asaa
10
7.2
2.3
LS
9.2
•-
10
12
11
9.1
19
ad_de.Ldan
0.79
0.57
'•
.a."
0.31
•-
3.7
0.64
L2
L3
••
Liindwaiat OaTim
kt
mesa
L6
L6
L7
3.1
' L2
••
L7
3.3
••
21
43
dema.a. achy
euL dedadon
CL44
0.7S
--
0.72
0.47
-•
023
0.91
•'
0.46
••
Cbcm d0snm
IL9
mem
11
7.1
3.3
8.4
11
•`
••
LI
16
9.3
27
deauad
ad_ dv.isdea
2.4
L7
17
2.5
'-
••
i7
11
L2
.v
Pat
0nna
TA
7.o
a.L
7.1
•'
••
7.2
6.9
•'
•`
••
a& d..iadea
CL45
034
0.17
••
H
«
OLS6
w
.•
..
T_ gea gdd%M
1kg
n,e.n
a45
0.34
am
0.53
as
MS
0.30
o.as
Li
as
LS
OL dev6don
LO%
0.073
OA43
011
Lit
L12
_ ' L043
am
014
0.23
034
Amwir.....`.W.
1K
am
aA79
Saab
0.t2
4i29
H
H
H
a.21
••
LOSO
e.
,nL dnitden
OAa3
O.a32
"Id
OLIO
••
H
••
LIS
-•
OLIa
-•
Twd ph0ap60em
to
mua
OA94
0.092
0.0"
us
O.Oa7
0.11
OA71
0.30
0.30
OM
O S4
MLda.adaa
0.024
0.627
0.011
0.30
OA]0
SA16
0.024
0A81
OA13
0.093
021
Qed,Opbaspiwem
k6
meaa
OA61
0.030
'•
012
0.032
-•
OA19
0.092
'•
••
am
sod dr.hrba
G.00S 6
••
"
-
OA14
-
OA071
0A16
••
'•
••
h
mean
0.29
021
02a
U9
032
col
02s
0.30
0.40
0.24
0.71
aed.4reiado0
0.094
QA61
010
0.16
atI
OA4
OA91
0.072
MOM
O.OSO
034
Cdd.m
IC9
vaaa
0.16
L14
0A59
OM
L22
••
0.29
L3
0.41
0.63
--
soL de.iadsn
OA59
0.1I
0.049
US
0.13
'•
0.11
0.57
'•
QJ4
••
Map-4-
kt
mean
0.071
OA49
0.033
OA70
0.072
•-
0.057
0.14
us
OA73
aid, drriadoa
wig
0.015
0.023
0.035
0A47
0A16
0.042
-•
CA" I
•'
kt
mean
0A3t
0.W3
'•
0.076
0.053
•-
0A44
0.I4
LASS
•-
••
ant. deviation
"to
0.0052
•'
OA40
13A43
••
*An
0.066
-'
"
••
Sadiven
k9
mvr
0A52
0.030
DAIS
Ob67
0.078-
`-
CA36
0.10
us
Le"
-•
/
cod. doWad00
L026
L023
0.063
OAS2
omt
•`
-•
0.0$1
--
OAl2
••
Cdanida
ka
mean
0.1.3
"
••
026
0.4f9
"
••
0.56
••
••
••
eaiderLdos
0.039
••
••
0.052
••
'•
-
0."
•'
•�
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wi
seer
12
7J
0.33
1i
LI
"
16
40
••
75
••
sad. de.dndoa
4A
1.9
•-
9.1
3.2
••
8.1
49
••
29
'-
llsapnt.e
09
0eu
L9
LZ
•'
L9
L4
`•
1A
661
-•
2.4
so& devhden
0.75
0.31
0.74
1.3
•-
2.1
22
••
0.33
••
if0eaw
R
ma
0.71
oil
••
21
dAt
••
L2
LS
••
H
w
a & de.6AM
0.35
0.964
••
LOS
0.3o
••
0.43
L7
••
•'
•-
M+Epidar0
mp
Orr
0"4
L042
•-
0A2t
us
•-
0As3
0.3O
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0.0I2
-•
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9.030
033
••
0.033
OAS7
•'
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It
ASAE STANDARDS 1989 437

WL[ 1-VRM MANURE rRODUCTWU
A140 C MAC77AClS =
rM 1000 4I M ANStAL W.53 PER DAY (co.t'd}
l:eae.aa
I1nis•
11.a Aahallkom
Dab?
3M
VO4
Sadse
Ske"
Go"
rim"
L"-
%come
Teekay
Dwk
-
ma kif
360 ki
91 k6
61 k4
27 $
K kg
450 kl
L4 lig
0.9 ks
Lo ig
IA k6
Zinc
..09
swan
w.. Li
�.. Ll
13
wLa ..
Li
'•
2.2
19
3.6
• Is
••
pk.devisden
0.0
0.43
••
2.5'
1A
••
2.1
33
••
12
••
CePpa
w
MOM
0.43
L31
L043
1.2
0.22
••
0-53
Us
0.98
0.71
••
ad, deendea
0.14
0.12
"
0.84
CA"
•'
0.39
as4
*-
0.t0
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mi
futM
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a.
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emas
1100
63
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20
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4"
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2 i00
S9
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26
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too
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coienim
a =
16
23
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is
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73
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act. de.iadon
28
27
w
12
27
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0.429
LO
••
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160
redleaeptaeoceu
cairvm
mesa
92
32
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530
62
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si
16
••
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590
bsatacia
md. da.iscim
140
43
-•
290
13
^
s9
7.2
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-
•A4 wL�a:.ee %(Laic.
'
tT7PKd E'• mi$ acme for rldcb ==in ahm "eft e Di omen widdn tpacin aacardii m tem4e
ede. but uuf9dea fteak =mum dam
to fiat dmw ditrermen vp mut fmu&
=recce cad w aa.oia.L
I?Urnnmtw owma wkbie emb miml ap.sie. an caaeprb" of vas e= Pepdadsst
of data. 64xiiaam 4ombea of dam Pointy tee rack credit cep ddty. 63: best. SO. -ML 5; wit. So.
dwp.39: go^ 3: beem 31-by&.74.*W36 .14: turkey. 16i and dock 6.
I AO nuaima and aetrh..Laee an Ores in ahmaaad ferea.
AM o- r� a mitt makiprmd by 3010. Catooac per 1000 k6 *mind mm dlvidad by q taal samtae pee 1000 k6 wimm man wohip6cd by desdq
mkg
�
•`Dan as fumd
TABLE 2-YRESH MAHDAE tADWO
DM AND CKAKALT*ALSS=
MR LOGO lb UVB AN C4L MA53 PER DAY
Ptaumnc
tldm•
-• •' -• -'
••_
!••
Typical U" A-1
btaawa ••
•"•
-
Ddrr
sod
vw
S-ias
Sbeer
Cote
Ht
says
broad
Twkq
Deck
1400 IN
no A
200 tb
135 tb
606
140 lb
Iwo ib
4Ib
3 %
15 lb
316
Teea1 muaesui w
Ib
r awmi
i6
St
42
- 64
40
41
SI
64
as
47
Ito
tat.devb"SM
17
17
24
24
11
8.4
72
i9
13
- 13
•-
trine
ib
wea
2i
is
N
>9
is
••
10
••
«
••
••
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4.3
4.2
•-
4s
3A
••
0.74
«
••
••
••
Demit7
islft3
meal
a
63
62
62
64
63
43
60
63
63
••
"L d-06daa
4.0
4.7
•-
is
4A
•-
$A
2.4
••
••
Toni aetida
A
meal
12
i.s
32
11
11
13
is
14
22
12
31
nd. da-6dee
2.7
2A
Ll
L3
13
lea
4.4
�U
L4
3.4
is
Vafae4e mr,&
m
awe
10
7.2
2J
is
92
--
10
12
17
9.1
19 "
MLda.sden
0.79
0.S7
•'
L3
oil
•!
3.7
U4
L2
Li
«
Iiieltiemiad etnm
3
erm
1.6
2.6
L7
34
L2
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L7
3.3
~
2 I
4.5
dnnad. SJay
e3 4"6dea
0.49
L75
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0.72
0A7
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am
L91
-•
0.46
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Crrnidl
tb
am
i1
7.4
5.3
iA
11
••
•'
11
16
9.3
17
-,Do daamd
atd d"imfoa
2.4
L7
-•
SJ
2.5
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••
L7
I6
L2
-•
PH
ma
7.0
7.0
LI
7s
"
72
L9
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••
••
MbLdetiad a
0.45
0.34
•-
O37
a.
!'
••
036
••
••
••
Taeal Ualdakt
lb
eras
OAS
0.34
am
am
0.42
OAS
O30
0 6i
Ll
0.62
LS
PL de-iefos
0.0%
0.073
0.045
0.21
011
W 2
0A63
022
024
0.13
0s4
Aar.sak lu-S
lb
mite
C.079
0.Ot6
0.12
a."
••
••
••
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~
O.Oio
--
ad.da+odee
OA63
0052
&Ali
0.10
••
••
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0.18
~
0.016
••
Twat Pam+
lb
meat
0.094
MM
0.066
014
0467
0.i1
0A71
0.30
030
ass
134
pd.de-ad"
0A24
0.027
0A11
LIO
"30
0.616
0.026
O.Wt
O.ass
a093
0.21
Drt oo-pbaas
fr
mme
OMI
0.030
-
012
0JO32
0.039
OA92
••
••
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Ed. daeiudoa
0.0Ss
-•
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••
0414
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0A071
0.016
•-
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m
wee.
039
a21
a26
029
am
0.31
o2S
0.30
0.40
0.24
0.7t
eed.de.6den
0.0"
0.06I
0.10
a16
0.1t
0.14
w"I
O.M
0A64
0.aia
Os4
Cakb=
lb
wear
014
044
OAS9
' 0.33
us
«
am
1.3
0.4t
0.43
w
o2L dadadon
O.O59
0J1
0A49
0.14
0.15
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CAI
as7
•• .
0.34
••
1b
*am
L971
0.049
OA33
CM
0.071
•-
0.037
0.14
0.13
0.073
w
aldeViddoa
0.014
0A15
0.023
CA35
0.947
•'
0.016
M042
••
0.0071
••
a
ri
am a
OAst
0.045
-•
aA76
0.035 .
--
0A44
0.14
0.als
••
-•
rrd, deviadoa
4.010
0-0052
•'
0.040
-0.041
•-
Q=
as66
~
--
'•
ledlnm
A
tea
OA52
0.030
CA"
0.067
0.070
••
0.034
0.10
US
0A"
••
AL 4adadea
Um
OA23
0.063
0.032
0.027
•-
••
(Last
-•
OAI2
-'
fhkaefde
VA
wma
0.13
"
«
asi
0.a69
-•
••
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••
~
•-
aed dee6dw
0.0]9
••
•-
0.052
••
••
••
0.44
••
••
•-
fAe
lb
emus
LOU
0.0077
0.00033
9AI4
6AOit
•'
0.016
OA60
-•
LOIS
`• ..
aed.de.ladea
0.0066
0.0059
••
0.00"
OM32
••
0.00it
0.049
••
OAU
~
438 ASAE STANDARDS 1989

11
TANU
7—FRESH
MANURE rRCDVrnoN
AND
CRAlACnM5TK3
NM 1AG b LME ANDIAL MAU Fell DAY (rmm d)
raem«a
vein.
_
TTrumi
11..s Ammol _sees
DLI*T
Nod
V421
lair
SLq
P.oa Hoes
Lays
Nraia
seebey Deck
1400 lit
NO lb
2O0 lb
135 lb
40 Qs
140 m 1000 A
f.
41b
2lb
1! d 31b
masp—
...! lb
matt
0.0019
�CM12
�"
OM19
OM14
rf &Om
oA041
•'
0.0024 ••
leLdffbdsa
0.0007S
OAOOSI
••
0.D0074
OA01S
" 0.0021
OA022
••
(L=33
Noma
lb
am1
0.00071
QAOM
•`
L0031
OA00il
•' 4.00I2
OA010
M
f• N
wd.dafhdse
OA003S
0.000044
"
CAMS
9A0030
•• 0AOO"
0A017
r•
f. rr
moiybdeeapq
D
mean
OA00074
GA00042
•'
GAO"
DAMS
•• OAOOO23
0.00030
N
rf w
sad. d4sladw
OA00012
"
••
0A00O30
0600m
•` LOM33
L W 37
Ziaa
lb
male
Mms
OA011
0.013
OAOSO
OA014
" 0.0022
0.019
0.0034
U13 ••
sed. daf6dan
0A00AS
OA0041
•`
CAM
0A010
" OA021
0A33
•'
L012 '•
Copper
b
men
0.00043
LOW31 0.000049
OM12
CA=
•' MM33
OA0043
OA009i
0.00071 ••
med. de isdom
OJM14
a 12
'-
OA=4 OA00064
•` 0=39
OAOW4
•`
0.00010 *'
Cidmk=
lb
coon
OA000O30
•'
••
OA00027 0.0000072
•' OAOOOOSI
GAM38
«
•• w
stJ dtwbud®
••
••
N
0. OMI
M
M f'
O.OM32
••
M M
Nl&d
lb
con
0.00026
w
r.
rr
N
•r 9A0042
9.00M
!r
!• !.
JSL deaado0
.•
f•
..
f•
N
.r •.
••
M
M N
Lend
lb man
••
'•
rf O.000Oi4 GA00094
-• w
OA0074
-• •' ••
ad. da+iadon
r.
«
•` 0.000022 «
f! .•
.f
•. •• ..
Toldcodifmm
satoolrsr menu
Soo
29
•' 21 0.0
•• 229
SO
baeeem
OLd.Asdoa
I300
27
•- 13 12
•• 220
44
•• •• ••
Fool cowo m
edooien ma
7.2
13 r:
•• LO 20
OA42
14
-• 4t.62 91
bonnet
erd. de•4doa
13
12 •;
•• 5.4 12
'• 0.013
L91
•' `• it
Fedssmpsocoeeaa
Colonise Dian
42
14
•• 240 23
*- 26
7.4
•• •• 270
boeark
ab de.isdeD
43
n
" 131) 33
•• 27
3.3
•• •• ••
'Ali mbtea vra boas .
Yiypica U" ademl m,,M far +fldcG mamma •dome eoI DaWm As wtddt spedd according to oartp ashc. bm etfrickm frab connote dm to In du m dif&xnae -= no famL
iFeua sd min. os(aided.
Iretamrm means Within each aabaud epeda m etmpriard of raeTinl popdadoss of dim MaxIm m mmsbee of duo pout far each spedm ass dairy, 95; ba[ S07.eal. St ratOs. Si:
that. 39; to'c. 3. bees. 31; hym 14; braiisr.14; rcokey. I 8, sod dock. L
1 AQ toainw aad marsh solos am pits in demcoul fmm.
a14® basseis aokaks pa 1.0001b.deal mom mddpmad by 1OlO. Celaaiec pa 1A00 U. aaimd an, difided by lb reel mmsme pa LOW Ib wimel map mdtipikd by density (mlft3)
p+ala Calveien pv ft3 of eaoowr .
-'Dora ear farad.
'r
ASAE STANDARDS 1989 439

UNITED STATES NATURAL FEDERAL BLDG., RM. 108
DEPARTMENT OF RESOURCES 134 NORTH JOHN STREET
AGRICULTURE CONSERVATION GOLDSBORO, NC 27530
SERVICE 919 - 734-0961
SUBJECT: ENG-Rainfall and Evaporation DATE: August 16, 1996
Tables, Area 3
TO: All NRCS Employees and District FILE CODE: 210
Employees, Area 3
Division Engineers and Technicians
Attached are rainfall and evaporation tables that are to be
used effective September 1, 1996 in the design and
evaluation of components of waste management systems. These
tables were developed by Doug Jones and concurred in by
Harry Gibson. Site specific weather station data may be
used in lieu of these tables when supported by weather
record documents.
The rainfall data in these tables came from climate and
weather documents and publications on variations in monthly
rainfall. The evaporation data came from National Weather
Service Publications 33 and 34.
For each county, the top line shows rainfall amount, the
middle line shows amount of evaporation, and the bottom line
shows excess rainfall amounts by month. For your
convenience, the columns on the right show the highest
excess rainfall amounts for various storage period
intervals.
You should be aware that a nutrient and liquid budget may be
needed to be sure adequate storage is available. This is
especially true for short interval storage periods such as
120 days or less.
Jt� X
Dean R. Bingham
Supervisory Civil Engineer
Attachment
cc: David Combs w/attach.
Harry Gibson w/attach.

RAINFALL -EVAPORATION FOR AREA 3 7/1/96
ANNUAL
COUNTY
RAIN
JAN
FEB
MAR
APR
MAY
JUN
JUL
AUG
SEP
OCT
NOV
DEC
Total
Temporary
Storage Period
LOCATION
F41S EVP
3.8%
4.6%
7.5%
10.5%
12.0%
12.7%
13.1%
11.5%
9.2%
6.8%
4.7%
3.6%
100.0%
in days
60
40
120
150
180
BEAUFORT
55.41
3.27
3.85
3.96
3.10
3.91
4.54
8.17
6.98
6.68
3.17
3.65
4.13
55.41
41.25
1.56
1.88
3.10
4.34
4.97
5.23
5.39
4.74
3.79
2.81
1.95
1.50
41.25
AUG-SEP
JUL-SEP
JUL-OCT
JUL-NOV
JUL-DEC
RAIN-EVAP
1.71
1.97
0.86
-1.24
-1.06
-0.69
2.78
2.24
2.89
0.36
1.70
2.63
14.16
5.13
7.91
8.27
9.97
12.60
BERTIE
48.35
3.86
3.65
4.02
3.28'
4.39
4.26
5.74
5.42
4.57
3.42
2.72
3.02
48.35
41.00
1.55
1.87
3.08
4.31
4.94
5.20
5.36
4.71
3.77
2.80
1.93
1.49
41.00
JAN-FEB
DEC-FEB
DEC -MAR
NOV-MAR
OCT-MAR
RAIN-EVAP
2.31
1.78
0.94
-1.03
-0.55
-0:94
0.38
0.71
0.80
0.62
0.79
1.53
7.35
4.09
5.62
6.56
7.35
7.97
BLADEN
53.04
4.26
3.76
4.18
3.00
4.63
5.36
8.02
6.23
4.73
2.65
2.95
3.27
53.04
43.50
1.64
1.98
3.27
4.57
5.24
5.51
5.68
4.99
4.00
2.97
2.05
1.58
43.50
JAN-FEB
DEC-FEB
DEC -MAR
NOV•-MAR
OCT-MAR
RAIN-EVAP
2.62
1.78
0.91
-1.57
-0.61
-0.15
2.34
1.24
0.73
-0.32
0.90
1.69
9.54
4.31
6.08
7.00
7.89
7.58
BRUNSWICK
56.65
4.69
4.43
4.35
2.94
3.96
4.98
6.76
7.01
6.95
3.23
3.16
4.19
56.65
43.50
1.64
1.98
3.27
4.57
5.24
5.51
5.68
4.99
4.00
2.97
2.05
1.58
43.50
DEC-JAN
DEC-FEB
NOV-FEB
NOV-MAR
OCT-MAR
RAIN-EVAP
3.05
2.45
1.08
-1.63
-1.28
-0.53
1.08
2.02
2.95
0.26
1.11
2.61
13.15
5.66
8.10
9.21
10.29
10.56
CAMDEN
50.27
3.61
3.76
3.84
3.42
3.29
3.82
7.11
6.41
5.08
3.18
3.50
3.25
50.27
40.25
1.52
1.84
3.02
4.23
4.85
5.10
5.26
4.62
3.70
2.75
1.90
1.46
40.25
JAN-FEB
DEC-FEB
NOV-FEB
NQV-MAR
OCT-MAR
RAIN-EVAP
2.09
1.92
0.82
-0.81
-1.56
-1.28
1.85
1.79
1.38
0.43
1.60
1.79
10.02
4.02
5.80
7.40
8.22
8.65
CARTERET
57.79
4.91
4.17
4.16
3.31
4.43
5.28
6.74
6.49
6.14
4.13
3.96
4.07
57.79
41.75
1.58
1.90
3.14
4.39
5.03
5.29
5.45
4.79
3.84
2.85
1.97
1.52
41.75
DEC-JAN
DEC-FEB
NOV-FEB
OCT-FEB
SEP-FEB
RAIN-EVAP
3.33
2.27
1.02
-1.08
-0.60
-0.01
1.29
1.70
2.30
1.28
1.99
2.55
16.04
5.89
8.15
10.14
11.42
13.73
CIIOUAR
48.88
3.63
3.40
3.87.
3.46
3.39
4.13
6.84
6.28
4.75
2.81
3.31
3.01
46.88
40.75
1.54
1.86
3.06
4.28
4.91
5.17
5.32
4.68
3.75
2.78
1.92
1.48
40.75
JAN-FEB
DEC-FEB
NOV-FEB
NOV-MAR
OCT-NAR
RAIN-EVAP
2.09
1.54
0.81
-0.82
-1.52
-1.04
1.52
1.60
1.00
0.03
1.39
1.53
8.13
3.63
5.16
6.55
7.36
7.39
COLUMBUS
56.25
4.29
3.89
4.25
3.18
4.70
5.41
8.30
7.41
5.11
2.68
3.13
3.90
56.25
43.50
1.64
1.98
3.27
4.57
5.24
5.51
5.68
4.99
4.00
2.97
2.05
1.58
43.50
JUL-AUG
DEC-FEB
NOV-FEB
NOV-MAR
OCT-MAR
RAIN-EVAP
2.65
1.91
0.98
-1.39
-0.54
-0.10
2.62
2.42
1.11
-0.29
1.08
2.32
12.75
, 5.03
6.87
7.95
8.93
8.65
CRAVEN
55.41
3.27
3.85
3.96
3.10
3.91
4.54
8.17
6.98
6.68
3.17
3.65
4.13
55.41
41.75
1.58
1.90
3.14
4.39
5.03
5.29
5.45
4.79
3.84
2.85
1.97
1.52
41.75
AUG-SEP
JUL-SEP
JUL-OCT
JUL-NOV
JUL-DEC
RAIN-EVAP
1.69
1.95
0.82
-1.29
-1.12
-0.75
2.72
2.19
2.84
0.32
1.68
2.61
13.66
5.03
7.74
8.07
9.75
12.36
CUMBERLAND
50.50
3.76
3.74
4.22
3.02
4.01
5.12
6.61
5.76
4.96
2.93
2.97
3.40
50.50
41.50
1.57
1.89
3.12
4.36
5.00
5.26
5.42
4.76
3.82
2.83
1.96
1.51
41.50
DEC-JAN
DEC-FEB
DEC -MAR
NOV-MAR
OCT-MAR
RAIN-EVAP
2.19
1.85
1.10
-1.34
-0.99
-0.14
1.19
1.00
1.14
0.10
1.01
1.89
9.00
4.08
5.93
7.04
8.05
8.15
CURRITUCK
50.27
3.61
3.76
3.84
3.42
3.29
3.82
7.11
6.41
5.08
3.18
3.50
3.25
50.27
-
40.25
1.52
1.B4
3.02
4.23
4.85
5.10
5.26
4.62
3.70
2.75
1.90
1.46
40.25
JAN-FEB
DEC-FEB
NOV-FEB
NOV-NAR
OCT-MAR
RAIN-EVAP
2.09
1.92
0.82
-0.81
-1.56
-1.28
1.85
1.79
1.38
0.43
1.60
1.79
10.02
3.17
5.80
7.40
8.22
8.65
1

/8
INFALL-EVAPORATIOR FD A 3
ANNUAL
COUNTY RAIN JAN F B APR MAY JUN JUL AUG SEP NOV
LOCATION FWS EVP 3.8% 4.6% 7.5X 10.5X 12.0% 12.77E 13.1% 11.5% 9.2% 6.8% 4.7%
DARE
7/ 1 /96
bEC� Total Temporary Storage Period
.6% 100.0% in days
60 90 120 150 180
56.09 5.30 4.12 4.29 3.53 4.00 4.11 4.98 6.00 5.27 4.98 4.97 4.54 56.09
40.00 1.51 1.82 3.00 4.21 4.82 5.07 5.23 4.59 3.68 2.73 1.89 1.45 40.00 DEC-JAN NOV-JAN NOV-FEB OCT-FEB SEP-FEB
RAIN-EVAP 3.79 2.30 1.29 -0.68 -0.82 -0.96 -0.25 1.41 1.59 2.25 3.08 3.09 16.09 6.88 9.96 12.25 14.51 16.1D
OUPLIN
54.23
4.20
3.78
4.45
3.29
4.69
6.19
7.26
5.88
5.22
2.69
3.17
3.41
54.23
42.50
1.60
1.94
3.19
4.47
5.12
5.39
5.55
4.88
3.91
2.90
2.01
1.55
42.50
DEC-JAN
DEC-FEB
DEC -MAR
NOV-MAR
OCT-MAR
RAIN-EVAP
2.60
1.84
1.26
-1.18
-0.43
0.80
1.71
1.00
1.31
-0.21
1.16
1.86
11.73
4.46
6.30
7.56
8.72
8.52
EDGECOMBE
48.11
3.47
3.49
3.93
3.40
3.57
4.49
6.08
6.17
4.28
2.87
3.16
3.20
48.11
41.00
1.55
1.87
3.08
4.31
4.94
5.20
5.36
4.71
3.77
2.80
1.93
1.49
41.00
DEC-JAN
DEC-fE8
NOV-FEB
NOV-MAR
OCT-MAR
RAIN-EVAP
1.92
1.62
0.85
-0.91
-1.37
-0.71
0.72
1.46
0.51
0.07
1.23
1.71
7.11
3.63
5.25
6.48
7.33
7.40
GATES
50.27
3.61
3.76
3.84
3.42
3.29
3.82
7.11
6.41
5.08
3.18
3.50
3.25
50.27
40.75
1.54
1.86
3.06
4.28
4.91
5.17
5.32
4.68
3.75
2.78
1.92
1.48
40.75
JAN-FEB
DEC-FEB
NOV-FEB
NOV-MAR
OCT-MAR
RAIN-EVAP
•2.07
1.90
0.78
-0.86
-1.62
-1.35
1.79
1.73
1.33
0.40
1.58
1.77
9.5Z
3.97
5.74
7.32
8.10
8.50
GREENE
51.59
4.11
3.66
3.96
3.39
4.42
5.39
6.20
5.76
5.30
3.06
2.92
3.42
51.59
41.50
1.57
1.89
3.12
4.36
5.00
5.26
5.42
4.76
3.82
2.83
1.96
1.51
41.50
DEC-JAN
DEC-FEB
NOV-FEB
NOV-MAR
OCT-MAR
RAIN-EVAP
2.54
1.77
0.84
-0.97
-0.58
0.13
0.78
1.00
1.48
0.23
0.96
1.91
10.09
4.45
6.22
7.18
8.03
8.26
HALIFAX
48.11
3.47
3.49
3.93
3.40
3.57
4.49
6.08.
6.17
4.28
2.87
3.16
3.20
48.11
40.50
1.53
1.85
3.04
4.26
'4.88
5.13
5.29
4.65
3.72
2.76
1.91
1.47
40.50
DEC-JAN
DEC-FEB
NOV-FEB
NOV-MAR
OCT-MAR
RAIN-EVAP
1.94
1.64
0.89
-0.86
-1.31
-0.64
0.79
1.52
0.56
0.11
1.25
1.73
7.61
3.67
5.31
6.56
7.45
7.56
HERTFORD
48.88
3.63
3.40
3.87
"3.46
3.39
4.13
6.84
6.28
4.75
2.81
3.31
3.01
48.88
41.00
1.55
1.87
3.08
4.31
4.94
5.20
5.36
4.71
3.77
2.80
1.93
1.49
41.00
JAN-FEB
DEC-FEB
NOV-FEB
NOV-MAR
OCT-MAR
RAIN-EVAP
2.08
1.53
0.79
-0.85
-1.55
-1.07
1.48
1.57
0.98
0.01
.1.38
1.52
7.88
3.61
5.13
6.51
7.30
7.31
HOKE
50.50
3.76
3.74
4.22
3.02
4.01
5.12
6.61
5.76
4.96
2.93
2.97
3.40
50.50
40.50
1.53
1.85
3.04
4.26
4.88
5.13
5.29
4.65
3.72
2.76
1.91
1.47
40.50
DEC-JAN
DEC-FEB
DEC -MAR
NOVA -MAR
OCT-MAR
RAIN-EVAP
2.23
1.89
1.18
-1.24
-0.87
-0.01
1.32
1.11
1.24
0.17
1.06
1.93
10.00
4.16
6.05
7.23
8.29
8.46
HYDE 55.20 4.30 4.00 4.00 3.00 4.50 5.10 6.50 6.40 6.00 4.00 3.90 3.50
41.00 1.55 1.87 3.08 4.31 4.94 5.20 5.36 4.71 3.77 2.80 1.93 1.49
RAIN-EVAP 2.75 2.13 0.92 -1.31 -0.44 -0.10 1.14 1.69 2.23 1.20 1.97 2.01
JOHNSTON 51.02 3.98 3.86 3.93 3.20 4.21 4.70 6.20 5.92 5.05 3.25 3.23 3.49
40.50 1.53 1.85 3.04 4.26 4.88 5.13 5.29 4.65 3.72 2.76 1.91 1.47
RAIN-EVAP 2.45 2.01 0.89 -1.06 -0.67 -0.43 0.91 1.27 1.33 0.49 1.32 2.02
JONES 55.75 3.97 3.92 .4.09 3.11 4.84 5.97 6.99 6.75 5.90 3.36 3.08 3.77
42.00 1.59 1.92 3.15 4.42 5.06 5.32. 5.49 4.82 3.86 2.87 1.98 1.53
` RAIN-EVAP 2.38 2.00 0.94 -1.31 •0.22 •0.65 1.50 1.93 2.04 0.49 1.10 2.24
2
55.20
41.00 JAN-FES DEC-FEB NOV-FEB OCT-FEB SEP-FEB
14.20
4.88
6.89
8.86
10.06
12.29
q
/80
51.02
40.50
DEC-JAN
DEC-FEB
NOV-FEB
NOV-C699.18
10.52
4.47
6.48
7.80
8
55.75
42.00
DEC-JAN
DEC-FEB
NOV-FEB
NOV-MAR
OCT-MAR
13.75
4.63
6.63
7.73
8.67
9.16

RAINFALL -EVAPORATION FOR AREA 3 7/1/96
ANNUAL
COUNTY
RAIN
JAN
FEB
MAR
APR
MAY
JUN
JUL
AUG
SEP
OCT
NOV
DEC
Tate!
Temporary Storage Period
LOCATION
FWS EVP
3.8%
4.6%
7.5%
10.5%
12.0%
12.7%
13.1%
11.5%
9.2%
6.8%
4.7%
3.6%
100.0%
in days
60
90
120
150
180
LENOIR
51.59
4.11
3.66
3.96
3.39
4.42
5.39
6.20
5.76
5.30
3.06
2.92
3.42
51.54
42.00
1.59
1.92
3.15
4.42
5.06
5.32
5.49
4.82
3.86
2.87
1.98
1.53
42.00
DEC-JAN
DEC -FED
NOV-FEB
NOV-MAR
OCI-MAR
RAIN-EVAP
2.52
1.74
0.81.-1.03
-0.64
0.07
0.71
0.94
1.44
0.19
0.94
1.89
9.59
4.42
6.16
7.10
7.91
8.10
MARTIN
50.30
3.70
3.80
4.00
3.00
4.50
4.50
6.20
6.00
4.80
3.30
3.00
3.50
50.30
41.25
1.56
1.88
3.10
4.34
4.97
5.23
5.39
4.74
3.79
2.81
1.95
1.50
41.25
DEC-JAN
DEC-FEB
NOV-FED
NOV-MAR
OCT-MAR
RAIN-EVAP
2.14
1.92
0.90
-1.34
-0.47
-0.73
0.81
1.26
1.01
0.49
1.05
2.00
9.05
4.14
6.06
7.12
8.02
8.50
RASH
47.29
3.44
3.78
3.84
3.36
3.49
4.39
6.12
5.68
4.18
2.75
3.22
3.04
47.29
40.00
1.51
1.82
3.00
4.21
4.82
5.07
5.23
4.59
3.68
2.73
1.89
1.45
40.00
JAN-FEB
DEC-FEB
NOV-FEB
NOV-MAR
OCT-MAR
RAIN-EVAP
1.93
1.96
0.84
-0.85
-1.33
-0.68
0.89
1.09
0.50
0.02
1.33
1.59
7.29
3.89
5.47
6.80
7.64
7.66
NEW HANOVER
56.65
4.69
4.43
4.35
2.94
3.96
4.98
6.76
7.01
6.95
3.23
3.16
4.19
56.65
NOV-FEB/
42.75
1.61
1.95
3.21
4.50
5.15
5.42
5.59
4.91
3.93
2.92
2.02
1.55
42.75
DEC-JAN
DEC-FEB
DEC/MAR
NOV-MAR
OCT-MAR
RAIN-EVAP
3.08
2.48
1.14
-1.56
-1.19
-0.44
1.17
2.10
3.02
0.31
1.14
2.64
13.90
5.71
8.19
9.34
10.47
10.79
NORTHAMPTON
47.18
3.93
3.90
3.99
3.01
3.90
4.50
5.21
4.77
4.29
3.42
2.89
3.37
47.18
40.50
1.53
1.85
3.04
4.26
4.88
5.13
5.29
4.65
3.72
2.76
1.91
1.47
40.50
JAN-FEB
AEC-FEB
NOV-FEB
NOV-MAR
OCT-MAR
RAIN-EVAP
2.40
2.05
0.95
-1.25
-0.98
-0.63
-0.08
0.12
0.57
0.66
0.98
1.90
6.68
4.45
6.35
7.33
'8.28
8.94
ONSLOW
55.75
3.97
3.92
4.09
3.11
4.84
5.97
6.99
6.75
5.90
3.36
3.08
3.77
55.75
42.25
1.59
1.93
3.17
4.44
5.09
5.36
5.52
4.85
3.88
2.88
1.99
1.54
42.25
DEC-JAN
DEC-FEB
NOV-FEB
NOV-MAR
OCT-MAR
RAIN-EVAP
2.38
1.99
0.92
-1.33
-C.25
0.61
1.47
1.90
2.02
0.48
1.09
2.23
13.50
4.61
6.60
7.69
8.61
9.08
PAMLICO
55.41
3.27
3.85
3.96
•3.10
3.91
4.54
8.17
6.98
6.68
3.17
3.65
4.13
55.41
41.50
1.57
1.89
3.12
4.36
5.60
5.26
5.42
4.76
3.82.
2.83
1.96
1.51
41.50
AUG-SEP
JUL-SEP
JUL-OCT
JUL-NOV
JUL-DEC
RAIN-EVAP
1.70
1.96
0.84
-1.26
-1.09
-0.72
2.75
2.22
2.86
0.34
1.69
2.62
13.91
5.08
7.83
8.17
9.86
12.48
PASOUOTANX
50.27
3.61
3.76
3.84
3.42
3.29
3.82
7.11
6.41
5.08
3.18
3.50
3.25
50.27
40.50
1.53
1.85
3.04
4.26
4.88
5.13
5.29
4.65
3.72
2.76
1.91
1.47
40.50
JAN-FEB
DEC-FEB
NOV-FEB
NOV-MAR
OCT-MAR
RAIN-EVAP
2.08
1.91
0.'80
-0.84
-1.59
-1.31
1.82
1.76
1.36
0.42
1.59
1.78
9.77
3.99
5.77
7.36
8.16
B.58
PENDER
54.23
4.20
3.78
4.45
3.29
4.69
6.19
7.26
5.88
5.22
2.69
3.17
3.41
54.23
43.00
1.62
1.96
3.23
4.52
5.18
5.45
5.62
4.94
3.95
2.93
2.03
1.56
43.00
DEC-JAN
DEC-FEB
DEC -MAR
NOV-MAR
OCT-MAR
RAIN-EVAP
2.58
1.82
1.22
-1.23
-0.49
0.74
1.64
0.94
1.27
-0.24
1.14
1.85
11.23
4.42
6.24
7.46
8.60
8.36
PEROUIMANS
50.27
3.61
3.76
3.84
3.42
3.29
3.82
7.11
6.41
'5.08
3.18
3.50
3.25
50.27
40.75
1.54
1.06
3.06
4.28
4.91
5.17
5.32
4.68
3.75
2.78
1.92
1.48
40.75
JAN-FEB
DEC-FEB
NOV-FEB
NOV-MAR
OCT-MAR
RAIN-EVAP
2.07
1.90
0.7.8
-0.86
-1.62
-1.35
1.79
1.73
A .33
0.40
1.58
1.77
9.52
3.97
5.74
7.32
8.10
8.50
PITT
52.50
3.70
3.80
4.00
3.10
4.40
5.30
6.50
7.00
5.20
3.00
3.00
3.50
52.50
41.75
1.58
1.90
3.14
4.39
5.03
5.29.
5.45
4.79
3.84
2.85
1.97
1.52
41.75
DEC-JAN
DEC-FEB
NOV-FEB
NOV-MAR
OCT-MAR
RAIN-EVAP
2.12
1.90
0.86
-1.29
-0.63
0.01
1.05
2.21
1.36
0.15
1.03
1.98
10.75
4.11
6.00
7.03
7.90
8.05
3
,

RAINFALL -EVAPORATION FOR AREA 3 7/1/96
ANNUAL
COUNTY RAIN JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC Totat temporary Storage Period
LOCATION F11S EVP 3.8% 4.6% 7.5% 10.5% 12.0% 12.7% 13.1% 11.5% 9.2% 6.8% 4.7% 3.6% 100.0% in days
60 90 120 150 180
ROBESON 50.50 3.76 3.74 4.22 3.02 4.01 5.12 6.61 5.76 4.96 2.93 2.97 3.40 50.50
42.00 1.59 1.92 3.15 4.42 5.06 5.32 5.49 4.82 3.86 2.87 1.98 1.53 42.00 DEC-JAN DEC-FEB DEC -MAR NOV-MAR OCT-MAR
RAIN-EVAP 2.17 1.82 1.07 -1.40 -1.05 -0.20 1.12 0.94 1.10 0.06 0.99 1.87 8.50 4.05 5.87 6.94 7.93 7.99
SAMPSON 54.23 4.20 3.78 4.45 3.29 4.69 6.19 7.26 5.88 5.22 2.69 3.17 3.41 54.23
43.00 1.62 1.96 3.23 4.52 5.18 5.45 5.62 4.94 3.95 2.93 2.03 1.56 43.00 DEC-JAN DEC-FEB DEC -MAR NOV-MAR OCT-MAR
RAIN-EVAP 2.58 1.82 1.22 -1.23 -0.49 0.74 1.64 0.94 1.27 -0.24 1.14 1.85 11.23 4.42 6.24- 7.46 8.60 8.36
SCOTLAND 50.50 3.76 3.74 4.22 3.02 4.01 5.12 6.61 5.76 4.96 2.93 2.97 3.40 50.50
41.00 1.55 1.87 3.08 4.31 4.94 5.20 5.36 4.71 3.77 2.80 1.93 1.49 41.00 DEC-JAN DEC-FEB DEC -MAR NOV-MAR OCT-MAR
RAIN-EVAP 2.21 1.87 1.14 -1.29 -0.93 -0.08 1.25 1.05 1.19 0.13 1.04 1.91 9.50 4.12 5.99 7.13 8.17 8.30
TYRRELL 53.87 3.66 4.00 3.67 3.01 4.15 5.88 6.94 6.66 5.80 2.82 4.02 3.26 53.87
40.75 1.54 1.86 3.06 4.28 4.91 5.17 5.32 4.68 3.75 2.78 1.92 1.48 40.75 JAN-FEB DEC-FEB NOV-FEB NOV-MAR OCT-MAR
RAIN-EVAP 2.12 2.14 0.61 -1.27 -0.76 0.71 1.62 1.98 2.05 0.04 2.10 1.78 13.12 4.26 6.04 8.14 8.75 8.79
WASHINGTON 53.87 3.66 4.00 3.67 3.01 4.15 5.88 6.94 6.66 5.80 2.82 4.02 3.26 53.87
41.00 1.55 1.87 3.08 4.31 4.94 5.20 5.36 4.71 3.77 2.80 1.93 1.49 41.00 JAN-FEB DEC-FEB NOV-FEB NOV-MAR OCT-MAR
RAIN-EVAP 2.11 2.13 0.59 -1.30 -0.79 0.68 1.58 1.95 2.03 0.02 2.09 1.77 12.87 4.24 6.01 8.10 8.69 8.71
WAYNE 51.59 4.11 3.66 3.96 3.39 4.42 5.39 6.2D 5.76 5.30 3.06 2.92 3.42 51.59
41.50 1.57 1.89 3.12 4.36 5.00 5.26 5.42 4.76 3.82 2.83 1.96 1.51 41.50 DEC-JAN DEC-FE8 NOV-FEB NOV-MAR OCT-MAR
RAIN-EVAP 2.54 1.77 0.84 -0.97 -0.58 0.13 0.78 1.00 1.48 0.23 0.96 1.91 10.09 4.45 6.22 7.18 8.03 8.26
WILSON 50.19 4.07 3.73 4.15 3.40 4.01 .4.34 6.40 5.77 4.77 2.84 3.25 3.46 50.19
41.00 1.55 1.87 3.08 4.31 4.94 5.20 5.36 4.71 3.77 2.80 1.93 1.49 41.00 DEC-JAN DEC-FEB NOV-FEB NOV-MAR OCT-MAR
RAIN-EVAP 2.52 1.86 1.07 -0.91 -0.93 -0.86 1.04 1.06 1.00 0.04 1.32 1.97 9.19 4.49 6.35 7.67 8.74 8.78
c
4

GSE HD- GSE manufactures high density polyethylene (HDPE) geomembranes using high quality
resins that have become the standard in the lining industry. GSE HD contains opprox-
HDPE Geomembrane imately 97.5% polymer and 2.5% carbon black, anti -oxidants and heat stabilizers.
GSE HD is designed for exposed conditions and has excellent resistance to chemicals
and W radiation. GSE HD contains no additives or fillers which can leach out and
cause embrittlement over time. All GSE sheet is manufactured to exacting standards and
fulfill or exceed manufacturing Quality Control and Quality Assurance guidelines.
PROPERTY TEST METHOD NOMINAL VALUES
Thickness, mils (mm) ASTM D 751/1593/5199 30 (0.75) 40(1,0) 60 (1.5) 80(2.0) 100 (2.5)
Density, g/cc _ ASTM D 792/1505 0.94 0.94 0.94 0.94 0.94
Tensile Properties (each direction)
ASTM D 638, Type IV
Strength at Break, lb/in-width (N/mm)
Dumbell, 2 ipm
120 (21)
160 (28)
240 (41)
320 (55)
400 (69)
Strength at Yield, lb/in-width (N/mm)
Gauge lengths per
75 (13)
100 (17)
150 (26)
200 (34)
250 (43)
Elongation at Break, %
NSF Sid. 54
700
700
700
700
700
Elongation at Yield, %
13
13
13
13
13
Tear Resistance, lb (N)
ASTM D 1004
22 (98)
30 (133)
45 (200)
60 (267)
75 (334)
Puncture Resistance, lb (N)
FTMS 101, Method 2065
39 (173)
52 (231)
80 (356)
105 (467)
130 (578)
Carbon Black Content, %
ASTM D 1603
2-3
2-3
2-3
2-3
2-3
. Carbon Black Dispersion
ASTM D 3015
A7/A2
Al/A2
Al/A2
A1/A2
Al/A2
Dimensional Stability (each direction), %
ASTM D 1204, 100°C 1 hr
±2
±2
±2
±2
±2
Environmental Stress Crack Resistance, hr
ASTM D 1693, Cond. B
>1500
>1500
>1500
>1500
>1500
Low Temperature Brittleness, °F Cc)
ASTM D 746, Cond. B
_
<-107 (-77)
_
<-107 (-77)
<-107 (77)
<-107 (-77)
<-107 (-77)
Oxidative Induction Time, minutes
ASTM D 3895, 2000C
100
100
100
100
100
Ozone Resistance
Pure 02,1 atm
ASTM D 1149, 7 days No No No No No
100 ppm Cracks
Cracks
Cracks
Cracks
Cracks
Water Absorption, % wt. change
ASTM D 570 _ 50.1
_
<O.1
5<0.1
50.1
<O.1
_Moisture Vapor Transmission, g/m2day
ASTM E 96 <0,1
<0:1
<0.1
0.1
50.1
Melt Flow Index, g/10 minutes
ASTM D 1238, Cond.190/2.16 <1.0
<_1.0
<_1.0
<_1.0
<_1.0
GSE HD is available in 22.5 ft (6.86 m) and 3A.5 ft (10.5 m) widths. Other material thicknesses are available upon request.
This information is provided for reference purposes only and is not intended as o warranty or guarantee. GSE assumes no liobility in
connection with the use of this information- Check with GSE for current standard minimum quality assurance procedures.
GSE is a trademark of GSE Lining TeduxAogy, im,
GSE Wag Tedmology, Inc.
19103 Garde Rood
HoaIM Texas 77073
. USA
CM-435-2008
713-443-BSM
Rk 713-815-6010
95-018, R09/96
GSE Wag 7edsoology GmbH
Bw3dn6 strum 117
0-21073 H»rriKq
Ger�
49-40.761-420
FAX: [phone]
GSE Lhdmg Te&w6gy Ltd.
EIF Cobol .Bolden lax
Great lei&, Em 0A31QX
Umted &Qdan
44-1-245-362.688
FAX. [phone]
GSE LW9 7edmology Pte Lid.
182 Tagora Lane
Singam 787581
65-459-2466
FAX: [phone]
For environmental lining solutions... the world comes to GSE r"
A Gund1949Environmental far- Company
GSE tieing Tedmology Pty ltd.
24 RegerA Uemd
Momebark New WA Wdm
Ausnhm 2170
61-2-9821-2977
Fa - 61-2-9821-3611

Quality Cowl and extensive testing in caambuminn are an integral. part of GSE's nuag pmcess that
eusu= the highest quality available,
GSE also has a }arse holity fu preabdcatioml of Pi�#& ld-s, and other qxciahy items asodated with
Hirai and industrial ling agplis=pt MS.
TEC MCAL DRAFMG
GSFs T= mical Dm: tag Dq=tmeot can provide liner syst>=m layout dmwinp which delineateMomembmw
and other geaaynthetic mauls, and aster drawings of the lines sytbe oaaqAcbnn of each pm. Tbese
drawings are awaHabie on disk of as a baud copy.
The dEdking staff uizlmes oJE4 ter-aidedd logry and as AumCad System wbxh has been enbaaced by
DCA Suture,. Ildscmnbhmfim enables GSE to rely and eapeartioaslp price dmawiags
and react to the needs of = valued arm.
LEI 1✓ ti ti1R r I rr rs \ IIY.tI . . 9Yr11 I �9nw rrl ..I +I III ra.fr-ra 112•1 �vt 11't r [r.x Y.
ur-uwa . ►;•r�r . n. •=r ar r.:, r u ter. Iry •n Ci.�l ram.-► I r. -• esrs �a 1i1 rn . - 1 • - :1 �1 err - u.- :r.��w u
Ira . -r tu-ru.alsc. nr r� Kati • sus,�r .1 . ar,.
As elthelininer is �, oar duality cr tml team musttiy the sheet. All CZE
Sin�:}e�t is gKmk�tested
four r�les daring the F are tesUd ph !' ydcal _..Ymd:
1eCl m GME s state-c fie-8rt eqqppcd hborat Am C=dfi=mispmvidedforca&r&ofmmynth=
pdeHvmd to a $]at it IDeeis the oomQr= qxcfficaficm
The Imtallat an Quality Assurance Tecbnid ns are of, but worir dasely with the InmMat1cm Site
Managers to eases that the goal of qualify is f==om As the l= is insz, WE QA T=hnicim md=dm a
four step quality colttrol paooed = Fa, wddmg is pmft=d by rxpmm=d Welling T= mi== ext mv*
trai cd in the use of seaming egaipma^e 1 and etpripma = and wel&ng techW cians an each preqmlified d2&.
Second, all weld seams are v=E iy ins x=& Tbixd, GM nondes=ucdvely tests 10O"!0 of all weld seams to verify
fbme are no dew Finally, GSE 1 -1, - -'; 1; z'rilfle random coupon samp] of completed welds and test each weld
for ped and shear strength to ensure the weld Mies with the specified sear, p ropen es,
WSTAt L TION CAFABrr.rrrih C ,
GSE has the most tmAW man cVabriif= of all geomembme ling es
worldwide. GSE provides its castoners with ksmIlation services using GSE wot3dwide hn alladm tm= and a
global nemv& of dueler _
The GSE rafmuara • r tirli is .nruara se. of c.•.:a r,wr •ter Twinad Sm.err. - :r r, * - • nr ea,nu r .m and •Qua. 1
v trru ► rau �.a .ni i nti > (.n•sew .. Iru n r w ' .n.:rrx' of a GSE a nr. • .r 1
..fr. - cw average .t •s than 30 to 1 •n square - cu •r inscallatim .e••=sa -n . Thw responsOmilityand tr_uftrr
assure each ns r f .n rn wM be n ac=da= wj& the co=act qncff=Mm& GSEcmws have r r to
[r ' most comprehensive combmaim of wu1 ., aLa ' and nandesauctive{ sti e1 ell yrl •cell .n,aS31
1 +Ire
appUcableto Hr wide vafctvU .a tr,:wwuY.nr .n r t .at •rs and n .g I .tims.
From raw rnalcri2ll =rt a4 l y1 to tlamic «clue : • rk Y. a1S urn,►- _n a rr �r I _n err 1 - _• : H l - �{ �11[
•to provide the ctuiomm with the highest gnaiky gmmembn= l= system available. That is wiry we at GSE are
Proud to sa-- "For wwronmenrnl lining solydionc__rhe world commas to GSE6"
95-W4, REV IM96
C-SE is az> zk cf CASE Lm=g T-hnck%g . i--
-3-

"GSE Ult aRwO" is a premium grade very flexible patvettiene. geomembram liner with outstanding e%n�
and flexibility_ Its high urdamal and multimoal elonpnon bm-acteriss.= mast:^ it particularly suitable for
applications where differential settlement may occur.
Terirrred Geomembranes
"GSE HyperFrictionFlexC , "GSE U1traFriaronFfe , and "GSE BD Textured" are textured liners produced
using two difliereut mam facwng tecturiques, GSE ED Textured incorporates the texturing process with the
extrusion of the sheet- FnctiomF a is a pate ted mmudazy tom_wing process wig creates a geomembmae that
has the maxmwm physical properties aoariable for textured geomeurbrane. Each method can produce steer with
one or both sides =tnimi - 1p�-
Spedalty Geomembranes
"GSE ED CunducmeTM" is a paw spark -testable liner used in appb=ons where field Usting, of the enfize
liner surface subsequent to installatum is required. GSE ED Conduc dve's one thin electdcai-iy conductive surface
allows electncal spark testing over I000/9 of the surface after installation umng standard holiday spark test
equipment_ GSE Light Rdlective Geamembranes (patuted) have a UV stabil=d light reflective s► r&ce on one
side. This reduces Inter temperature by rellecting sohar ene$Y thus reducing vmkhng caused by oq3mmon. and
mar- The white surface used m GSE ED WhiteT" also fates visual inspection for installation damage.
Both GSE ED White and GSE ED Conductive take advantage of GSE's tbree Layer won
tocbnology. "GSE HyperFlex FRCS" is a flame retacdaot geome+mbrane for use in applications where restxic tionc of
flammable materials apply_ GSE StndLmer"' sheets axe mom. in a variety of material composmans such
as IIDFE and VFPE for use in concrete protection systems.
•Geenmthetic Clay Liner (GCL)
GSE mam3factures a unique geosymdwc dap Timer called "GSE GundSealSr. G ndSeal consists of a layer of
premu= beutam le clap adhered to a GSE geomtmbrane. GundSeal is the only tine clap/geomembrane liner
available in the world for env=a nea al applications. The bentomle swells to several. times its original volmme
when hydrated ana seals any mtential leaks at the paint of origin. G1mdSeal is nmudact=ed in rolls 17.5' wide
and up to 200' Iong_
Geonets
GSE manufactures BDPE geonet, "GSE llyperNeW, for use in drainage systw leak detection systems or
leachate coRecdon sy-stems. "GSE FabiiNeo" is manaDumn-ed with kale banded to one or both sides to
create a g 000mposite net for use where soft is placed directly on top of the drainage layer_ Addiuona%, GSE
ciistnbmes'Grmdflow®" , a pate tred tn-planar geama or gmx=pomte_.
Miscellaneous
GSE also mauaftctures other products for use m geotechnical applications including "GSE CurtainWall®" and
`GSE Gund all®- vertical suirsvrlace baruers, "GSE Polyl ock®" concrete mbedmem: strips, and man
fabricated products- GSE is also a distributor for the Sensor® leak detection system-
GEOLMEM 3RA-NE MANUFACTURING CAPABIL=S
GSE operates 6 manufacturing facilities winch include unimm flat cast extrusion lines and round die lines with co-
extnision capabilities. Combined production rapacity for geomembranes is as nnrcb as a billion square feet
any (depends upon mil thickness). GSE's ability to manufacture sheet in many differ= variations and colors,
h2s allowed it to satisfy some very unique custo = requesu-
•Quality controi is critical during manufacturing. GSE geomembrane is monitored during and after the
manuiactarina process by trained, experienced Quality Assurance Inspectors.- Statisdcal Process Control/Statistical
95-004. REV 12/02196
GS£ is a rem =d==Jl of GSE Lming Teaioloa� Inc-
-2-

GSE LINING TECHNOLOGY
CORPORATE PROFILE
MTRODUCTI:ON
GundW&T Envizanmerital, Inc., the parent company of GSA, is a corporation formed m Iuly 1995 by the margerr
of Qundle EnvLLW ental Systems, Inc. and SLT Envizatu nental, Ina It is listed an the New York Stock Fmciraage
under the symbol "GSE". The company's headvarurs and two - _ fac.-lities are located in
Honsmm, Texas. Other �g facilities are located is -Oath Da 356, Gam, the Unftd Kmgdaim and
Egypt -
The founding monies, SIT and Gundle, have long bisuzies ink the geomembrane industry: SLT pianeemd High
Density Polyethylene (EDPE) lining systams and has been providing wra3dwide service since the early 1970's
Gundle started operations in 1981 and grew to be the world's largest manuftca= and msmIIer of -goornembraries.
Combined, GSE Iirmng TccbLwlogy, Inc CGSE"l is the leading worldwide supplier and installea of $exible
geoxnembrane ling systems used in Umms and for the won of groundwater 00tilanIhIallOu
and environmental damage.
GSE manufactures and installs f[mable geese lamp systems and associated Vials principally for tine
containment of wastes, liquids (potable, switarY or ha atdous) and industual products in. celLs, ponds, pits and
lagoons. GSE's lining systems meet the bust design mmm in the industry. The principal component of these
.lining systems is a geosynthetic nx mmane ranging tram 20 to 240 mils (0-5 min to 6.0 min) in thidmess Marie
Complex liner systems may Consist of se:veml membrane liners intedayed with geosymfliefic day liners, Votextiles,
remforcmg geognds and drainage nnaterials The ftdile gee limn.- panels are generally welded
together on the castomer's 3obsite using e3tber an extrusion or a #nsinn (hot wedge) proo ss_ The welded seams are
tested both on site and in GSE's laboratory, on request, as part of its Iusmllation Quality Assurance Program.
`1 1 t r :., u 1 � .n • u i ! r a.l, nrl .1 - ! CFI u . � 1 w .11 nl •• nl �r a tee atrn Irrlu
f rll a �1111 el • .Iliw calf.- A 'rf /! Ills l.+ il�. �! rrl.11 �1 i a., •:a t !! I.:IS1 � �1r11fw •ftf
:rli rl ! 11 �r w lii �1 /lil•rl rF' .11 ►: /,tl li•�111, .11./ f l.' 1 �Y. 1 1 �11+• 1 ■ rl /i.
V Y4a�pm anjes
Gwmembranes are manufactured in seamless widths h ma 22-5' to 34.5' and tbicknesses ranging from 20 to 240
mils (one mil equals 111000th of an inch).
GSE processes various t}j= of resins, ink for example, HDPE and other polyethylene aonfiguratians such
as Very p =2Ae Polyethylene (VFPE). Ali of these resins can be used to m g�rane with a smooth '-.
scirh= or wah, texture on one or both sides to improve fiction cbaracaeristics. These products can also include a
white or other color surface as well as other special cs such as a spark -testable canducave side for nan-
destructive testing of the entire surface of the sheet after on -
Smooth Geomembranes
"GSE Hy,pcffl e- and -GSE HD— are produced from premium gradcNirgin polyethylene resins and exhibit
outstanding chemical resi� UV resistam5e, mechanical prvpeitus, environmental stress cram ressstanee.
. dimenal stability and thermal aging charactadstics. They are especially suitable for applications requiring
sLT edoT ch nical resistance.
95.004, REV 12/02/96
GSE i, a r_-PA=r.>3 o{GSE Limn T=imoloa. has.
-1-

REA; l ft UKV1' r jx,►.IIJ 2L) A O%JA1j A A A-L' A- VA\ A)1 11\ %.V U1 I A A
Effective March 16, 1994
Fescue
Imp. Bermudagrass
Soil Name
Wheat
Corn
Graze
Hay
Past.
Graze
Hay
Altavista
55
125
3.8
4.3
4.5
5.4
6.0
Augusta
100
3.8
4.5
4.1
4.7
5.5
Autryville
75
�'
4.1
4.7
5.5
Aycock
60
130
3.4
4.0
4.7
5.4
6.3
Blanton
60
3.4
3.8
4.5
'Butters
50
100
4.1
4.7
5.5 Ai
Bye*
110
3.0
3.5
3.0
3.4
4.0 '
Cape Fear*
140
3.0
3.5
3.0
3.4
4.0
Centen
65
4.1
4.7
5.5
ewac a
50
100,
3.8
4.5
3.7
4.2
5.0 '
Congaree
160
3.2
3.8
4.5
5.1
6.0
Coxvville*
50
-410 •
-2.5
3.0
3.0
3.4
4.0
Croatan*
50
125
2.5
3.0
Dogue
60
125
3.2
3.8
4.5
5.1
6.0
Dunbar
55
115
3.9
4.5
3.9
4.5
5.3
Duplin
60
110
3.2
3.8
4.5
5.1
6.0
Exum
125
3.7
4.3
4.8
5.5
6.5
Foreston
120
3.5 -
4.0
4.5
5.1
6.0
Goldsboro
60
125
3.7
4.3
4.8
5.5
6.5
Grantham*
55
130
3.8
4.5
3.7
4.2
5.0` =:
Grifton*
110
3.8
4.5
3.4
3.8
4.5'�:
Gritney
45
95
3.2
3.8
4.1
4.7
5.5"
Johns
50
120
3.7
4.3
3.7
4.2
5.0:
Johnston*
80
2.5
3.0
Kalmia
60
110
3.4
4.0
4.7
5.4
Kenansville
85
4.1
4.7
5:5:.
Kureb
3.0
3.4.
4.0": �.
Lakeland
55
3.3
3.8
- 4.5
Leon*
50
2.9
3.5
3.0
3.4
4.0
-Eynchburg
115
3.8
4.5
4.1
4.7
5.5
Lynn Haven*
70
2.4
2.8
3.0
3.4
4.0
Nahunta
120
3.8
4.5
4.1
4.7
5.5
Ocilla
75
3.8
4.3
5.1
Norfolk
60
110
3.0
3.5
4.6
5.2
6.1
Pantego*
50-
135
3.0
3.5
3.6
4.1
4.8
Pamlico*
2.5
3.0
Paxville*
110
3.0
3.5
3.0
3.6
4.0
Rains*
110
3.8
4.5
3.4
3.8
4.5
Portsmouth*
60
130
3.0
3.5
3.3
3.8
4.5
Roanoke*
45
120
2.5
3.8
3.0
3.4
4.0
Stallings.
100
3.7
4.3
4.1
4.7
5.5..
Toisnot*
75
3.0
3.5
3.4
3.8
4.5 ,
Torhunta*
45
120
2.5
3.0
3.4
3.8
4.5
Wahee
110
3.3
3.8
3.9
4.5
5.3
Wagram
40
75
4.1
4.7
5.5
Wakulla
45
.3.7
4.2
5.0
Wasda*
130
2.5
3.0
Wilbanks
40
90
3.0
3.5
Wickham
125
3.4
4.0
4.7
5.4
6.3
Woodington*
100
3.0
3.5
3.4
3.8
4.5
* Requires "complete" drainage system to use Improved Bermudagrass; surface water management
required to use fescue.
To compute "N" utilized, multiply realistic yield as follows; wheat- bu. X 2.4; corn- bu. X 1..2;
fescue and bermudagrass (all) tons X 50.`

r�
APPENDIX D
Contingency Plan Letter from Murphy Family Farms

4
F A M I L Y F A R M S
May 9, 1997
Mr. Donald Safrit, P.E.
NC. DEHNR, DWQ
P.O. Box 29535
Raleigh, N.C. 27626-0535
Dear Mr. Safrit;
<<Q 1 0 1 1997
FAYETTE►!IL LE
REG. OFFICE
This letter pertains to the permit application for a Bion installation at our
Frenches Creek finishing facility.
Should the technology provided by Bion Technologies fail to adequately treat
the wastewater we would direct the waste stream to the existing lagoons for treatment
and storage. We will keep the conveyance piping infrastructure in place even after the
waste stream is diverted to the new technology.
If the Bion Technology were to fail, to comply with a Waste Utilization Plan
(WUP), we would either acquire or lease the required acreage for application of lagoon
effluent or reduce the number of hogs at the facility to comply with the WUP.
Sincerely o s,
(-�
L�7?0
Garth W. Boyd, Ph.D.
Director, Land & Nutrient Management
cc: Steve Pagano, Bion Technologies
GWB:mst
HAUSERMSTMLETTEWSAF997. DOC
Post Office Box 759, Rose Hill, North Carolina 28458, [phone], FAX [phone]

APPENDIX E
Site Layout, Piping Plan, Construction Detail, Component Detail, Specifications and
Existing Lagoons Closure Plan

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
Murphy Family Farms
FrenchOs Creek Sow Farm
PO Box 759
Rose Hill NC 28458
Dear Murphy Family Farms:
IL"-
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
December 30,1999 RECEIVE®
%f AN I C 2000
FAYETTEVILLE
REG. OFFICE
Subject: Fertilizer Application Recordkeeping
Animal Waste Management System
Facility Number 9-3
Bladen County
This letter is being sent to clarify the recordkeeping requirement for Plant Available Nitrogen (PAN)
application on fields that are part of your Certified Animal Waste Management Plan.
In order to show that the agronomic loading rates for the crops being grown are not being exceeded, you
must keep records of all sources of nitrogen that are being added to these sites. This would include nitrogen
from all types of animal waste as well as municipal and industrial sludges/residuals, and commercial fertilizers.
Beginning January 1, 2000, all nitrogen sources applied to land receiving animal waste are required to
be kept on the appropriate recordkeeping forms (i.e. IRRI, IRR2, DRY], DRY2, DRY3, SLUR I, 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_
cc: Fayetteville Regional Office
Bladen County Soil and Water Conservation District
Facility File
1617 Mail Service Center, Raleigh, North Carolina 27699-1617
An Equal Opportunity Affirmative Action Employer
Sincerely,
/
Kerr T. Stevens, Director
Division of Water Quality
Telephone [phone] Fax [phone]
50% recycled/10% post -consumer paper

NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
FAYETTEVILLE REGIONAL OFFICE
DIVISION OF WATER QUALITY
June 14, 1999
CERTIFIED MAIL
RET!JRN RECEIPT REQUESTED
Dr. Garth Boyd
Murphy Family Farms
P. O. Box 759
Rose Hill, NC 28458
Subject: Notice of Violation
French's Creek Farm
Facility No. 09-03 Permit No. AWS 090003
Bladen County
Dear Dr. Boyd:
You are hereby notified that, having been permitted to have a non discharge
permit for the subject animal waste disposal system pursuant to 15A NCAC 2H .0217,
you have been found to be in violation of your 2H .0217 Permit.
On June 3, 1999, staff from the Fayetteville Regional Office of the Division of
Water Quality performed a routine inspection of the French's Creek Farm in Bladen
County. The inspection revealed that the PAN rate for small grain overseed had been
exceeded by 50 pounds per the CAWMP for this facility. This is a violation of the
General Permit issued to this facility under Section H., Operation and Maintenance
Requirements, Number 4., which states: "Land application rates shall be in accordance
with the CAWMP. In no case shall land application rates exceed the Plant Available
Nitrogen rate for the receiving crop or result in runoff during any given application."
The Division of Water Quality requests that the following item(s) be addressed:
1. Follow the PAN rates for receiving crops as specified in your Certified Animal
Waste Management Plan.
Failure to comply with the above conditions may result in the facility losing its
General Permit and being required to obtain an individual non discharge permit for the
facility.
,w
Please be advised that this notice does not prevent the Division of Water
Quality from taking enforcement actions for this violation or any past or future
violation. Furthermore, the Division of Water Quality has the authority to levy a civil
penalty of not more than $10,000.00 per day per violation.
223 GREEN STREET, SUITE 714, FAYETTEVILLE, NORTH CAROLINA 26301-5043
PHONE [phone] FAX 910-4se-0707
AN EQUAL OPPORTUNITY / AFFIRMATIVE ACTION EMPLOYER - 509( RECYCLE0/1 0% POSY -CONSUMER PAPER

Dr. Boyd
6-14-99
Page 2
Please provide this office with a written response on or before July 1,1999 as to the actions taken or
proposed to be taken to avoid this situation in the future. If you have any questions concerning this matter,
please do not hesitate to contact either myself or Mr. John Hasty, Environmental Specialist, at (914) 486-
1541.
Sin
Paul E. Rawls
Regional Water Quality Supervisor
cc: Sonya Avant -Compliance Group
Sam Warren-Bladen Co. NRCS
Audrey Oxendine-DSWC Fayetteville Office
Central Files -Raleigh

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
RECEIVED A.rw-w,&
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director
Murphy Family Farms
Frenches Creek Sow Farm
PO Box 759
Rose Hill NC 28458
Dear Murphy Family Farms:
,illl 1 7 1998 am
� iA
FAYETi TEVI L.LE
f 1111111111111116
REG. Or-RCE NCDENR
NORTH C.AROuNA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
Subject:
June 26, 1998
JUL 2 98
Reissuance of Certificate of ov�G;� REDWG010HAi OFFICE
No.AWS090003
Frenches Creek Sow Farm
Swine Waste Collection, Treatment, Storage and
Application System
Bladen County
The Division of Water Quality modified the Swine Waste Operation General Permit originally issued to
this facility on July 28, 1997. In accordance with the issuance of the revised General Permit, we are
forwarding this Certificate of Coverage (COC) to Murphy Family Farms, 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 Frenches Creek Sow Farm, located in Bladen
County, with an animal capacity of no greater than 2400 Farrow to Wean and the application to land as
specified in the Certified Animal Waste Management Plan (CAWMP)_
The COC shall be effective from the date of issuance until April 30, 2003, and shall hereby void
COC No AWS090003 dated July 28, 1997. The COC shall hereby incorporate by reference any specific
conditions of the previous COC issued to this facility. The purpose of this COC is to allow coverage
under the revised General Permit. Please review the revised General Permit (enclosed) and pay
particular attention to Condition II.10 regarding tree removal from lagoon embankments, Condition III.1
regarding inspection frequency of the waste treatment, storage and collection system and Condition 111.6
regarding notification requirements for system failures, spills and emergencies. 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.
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

Certificate of Coverage AWS090003
Frenches Creek Sow Farm
Page 2
Upon notification by the Division of this COC's expiration, you shall apply for its renewal. This
request shall be made within 30 days of notification by the Division.
This COC is not automatically transferable. A name/ownership change application must be
submitted to the DWQ prior to a name change or change in ownership.
If any parts, requirements, or limitations contained in this COC are unacceptable, you have the
right to apply for an individual non -discharge permit by contacting the engineer listed below for
information on this process. Unless such a request is made within 30 days, this COC shall be final and
binding. r
- 1 - The subject farm- is located in the Fayetteville Regional Office. The Regional Office Water
Quality Staff may be reached at [phone]. If you need additional information concerning this
COC or the General-Permit,'please contact Katharine Keaton at [phone] ext. 533.
ZHoward, Jr., P.E.
cc: (Certificate of Coverage only for all cc's)
Bladen County Health Department
Fayetteville Regional Office, Water Quality Section
Bladen County Soil and Water Conservation District
Permit File

State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
Murphy Family Farms
French's Creek Sow Farm
9559 Hwy East 53
Kelly NC 28448
Farm Number: 09-3
Dear Murphy Family Farms :
A ilkf
4
�EHNFi
June 11, 1997 R EC E ME D
1 0 1997
FAYE TEvILLE
RED. C.-,�_,r,
You are hereby notified that French's Creek Sow Farm, in accordance with G.S. 143-215.10C,
must apply for coverage under an Animal Waste Operation General Permit. Upon receipt of this letter, .
your farm has thirty_fM 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 thirty (30) 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
Permits and Engineering Unit
Post Office Box 29535
Raleigh, NC 27626-0535
If you have any question concerning this letter, please call John Jallah at [phone] extension
364 or Ed Buchan with the Fayetteville Regional Office at [phone]
Si rely,
s
A. Preston Howard, Jr., P.E. ,
cc: Permit File (w/o encl.)
Fayetteville Regional Office (w/o encl.)
P_O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 100% post -consumer paper

State of North Carolina
Department of Environment,
Health and Natural Resources
Fayetteville Regional Office
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
Mr. Andy Adams
Murphy Family Farms
P.O. Box 759
Rose FK NC 28458
Dear Mr. Adams:
[DEHNR
DIVISION OF WATER QUALITY
June 5, 1997
SUBJECT: NOTICE OF DEFICIENCY
French's Creek Sow Swine Farm
Registration No. 09-3
Bladen County
On June 3, 1997, staff from the Fayetteville Regional Office of the Division of Water Quality
inspected the French's Creek Sow swine facility. It was observed that the facility required the
establishment of bermuda grass on all of the application fields prior to issuance of a certified
waste management plan (CAWMP). At the time of the compliance inspection there was no
bermuda grass on site an no active crops were planted for waste application. The rye overseed
had been removed and the application fields were being prepared for sprigging. Two routines had
received waste application that were not in the CAWMP and should be included in the plan if
future applications of these areas is proposed..
Nothing in this letter should be taken as absolving this facility of the responsibility and liability
of any violations that have or may result from these deficiencies.
If you have any questions concerning this matter, please call Bob Heath at [phone].
Sincerely,
Robert F. Heath
Environmental Specialist
Operations Branch
Central Files
Audrey Oxendine - FRO DSW
Sam Warren - Bladen Co. NRCS
Dr. Garth Boyd - Murphy Family Farms
Wachovia Building, Suite 714, Fayetteville - FAX [phone]
North Carolina 28301-5043 N40 % C An Equal Opportunity Affirmative Action Employer
Voice 910-486-1541 50% recycled/10% post -consumer paper

State of North Carolina
Department of Environment,
Health and Natural Resources
Fayetteville Regional Office
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
-,4113131 1 g
Mr. Andy Adams
Murphy Family Farms
P.O. Box 759
Rose Hill, NC 28458
Dear Mr. Adams:
1DEHNR
DIVISION OF WATER QUALITY
June 5, 1997
SUBJECT: NOTICE OF DEFICIENCY
Fox Fire Swine Farms
Registration No.09-178, 09-179, 09-180
Bladen County
On June 3, 1997, staff from the Fayetteville Regional Office of the Division of Water Quality
inspected the Fox Fire swine facilities. It was observed that the certified animal waste
management plan (CAWMP) issued on July 1, 1996 by a technical specialist employed by Murphy
Family Farms required the purchase and placement of irrigation equipment at the on facility or
before January 1, 1997. At the time of the compliance inspection there was no irrigation
equipment on site an no distribution system installed.
Nothing in this letter should be taken as absolving this facility of the responsibility and liability
of any violations that have or may result from these deficiencies.
Enclosed is a copy of the inspection forms for the Fox Fire Complex that were not given to
you on site at the time of the inspections.
If you have any questions concerning this matter, please call Bob Heath at [phone].
Sincerely,
Robert F. Heath
Environmental Specialist
Operations Branch
Central Files
Audrey Oxendine - FRO DSW
Sam Warren - Bladen Co. MRCS
Dr. Garth Boyd - Murphy Family Farms
Wachovia Building, Suite 714, Fayetteville N%q - FAX [phone]
North Carolina 28301-5043 C An Equal Opportunity Affirmative Action Employer
Voice 910-486-1541 50% recycled/ 10% post -consumer paper

State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
James Sauls Jr.
Frenches Creek Sow Farm
PO Box 759
Rose Hill NC 28458
Dear James Sauls Jr.:
WMA
��•
UEHNF)l
'E"
July 28, 1997 JUL I L 2 9 1997
RED. OFF Qr_
Subject: Certificate of Coverage No. AWS090003
Frenches Creek Sow Farm
Swine Waste Collection, Treatment, Storage
and Application System
Bladen County
In accordance with your application received on July 3, 1997, we are forwarding this Certificate of
Coverage (COC) to Farm No. 09-3, authorizing the operation of an animal waste collection, treatment,
storage and land application system in accordance with the State's General Permit (attached). This
approval shall consist of the operation of this system including, but not limited to, the management of
animal waste from the Frenches Creek Sow Farm, located in Bladen County, with an animal capacity of
no greater than 2400 Farrow to Wean and the application to a minimum of 53.45 acres of land as specified
in the Certified Animal Waste Management Plan (CAWMP)-
The COC shall be effective from the date of issuance until December 31, 2001. 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.
In accordance with General Statue 143-215.10C, Animal Waste Management Plans shall include
the following components:
- A checklist of odor sources and best management practices to minimize these sources-
- A checklist of insect sources and best management practices to minimize these sources.
- Provisions set forth for acceptable methods of disposing of mortalities.
- Provisions regarding emergency action plans.
Your existing Certified Animal Waste Management Plan must include the above elements, by
December 31, 1998. Documentation of the certification must be available to inspectors onsite. Submittal
of the amended certification statement shall be required upon renewal of your pern-iit coverage in 2001.
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.
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

Upon notification by the Division of this COC's expiration, you shall apply for its renewal. This
request shall be made within 30 days of notification by the Division.
This COC is not automatically transferable. A name/ownership change application must be
submitted to the DWQ prior to a name change or change in ownership.
If any parts, requirements, or limitations contained in this COC are unacceptable, you have the
right to apply for an individual non -discharge permit by contacting the engineer listed below for
information on this process. Unless such a request is made within 30 days, this COC shall be final and
binding.
The subject farm is located in the Fayetteville Regional Office. The Regional Office Water Quality
Staff may be reached at [phone]. If you need additional information concerning this COC or the
General Permit, please contact J R Joshi at [phone] ext. 363.
Sincerely,
�A. Preston
cc: (Certificate of Coverage only for all cc's)
Bladen County Health Department _
Fayetteville=Region iF0fFGe- Water Quality -Section
Bladen County Soil and Water Conservation District
Permit File
Howard, Jr., P.E.

State of North Carolina
Department of Environment,
Health and Natural Resources
Fayetteville Regional Office
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
Mr. Andy Adams
Murphy Family Farms
P.O. Box 759
Rose Dill, NC 28458
Dear Mr. Adams:
IDEHNR
DIVISION OF WATER QUALITY
June 5, 1997
SUBJECT: NOTICE OF DEFICIENCY
French"s Creek Sow Swine Farm
Registration No. 09-3
Bladen County
On June 3, 1997, staff from the Fayetteville Regional Office of the Division of Water Quality
inspected the French's Creek Sow swine facility. It was observed that the facility required the
establishment of bermuda grass on all of the application fields prior to issuance of a certified
waste management plan (CAWMP). At the time of the compliance inspection there was no
bermuda grass on site an no active crops were planted for waste application. The rye overseed
had been removed and the application fields were being prepared for sprigging. Two routines had
received waste application that were not in the CAWMP and should be included in the plan if
future applications of these areas is proposed..
Nothing in this letter should be taken as absolving this facility of the responsibility and liability
of any violations that have or may result from these deficiencies.
If you have any questions concerning this matter, please call Bob Heath at [phone].
Sincerely,
Robert F. Heath
Environmental Specialist
Operations Branch
Central Files
Audrey Oxendine - FRO DSW
Sam Warren - Bladen Co. NRCS
Dr. Garth Boyd - Murphy Family Farms
Wachovia Wading, Suite 714, Fayetteville ��� FAX [phone]
North Carolina 28301-5043 N %C An Equal Opportunity Affirmative Action Employer
Voice 910-486-1541 50°.6 recycled/ 10% post -consumer paper

State of North Carolina
Department of Environment,
Health and Natural Resources
Fayetteville Regional Office
James B. Hunt, Jr., Govemor
Jonathan B. Howes, Secretary
Mr. Andy Adams
Murphy Family Farms
P.O. Box 759
Rose FK NC 28458
Dear Mr. Adams:
eL�
IDEF.'HNF;Z
DIVISION OF WATER QUALITY
Jane 5, 1997
SUBJECT: NOTICE OF DEFICIENCY
Murphy Family Farms
Bladen County Company Farms
Bladen County
On May 29, 1997, June 1, 1997, and June 2, 1997, staff from the Fayetteville Regional Office
of the Division of Water Quality inspected the following company swine facilities: Edge Sow
Faun, Singletary Farm, Squires Farm, Edge Farm, Evergreen Farm, Fox Fire Farms, 242 Sow
Farm, Bladen Sow Farm, Cain Complex, and French's Creek Farms. It was observed that the
record keeping of the waste applications was either inaccurate or incomplete due to an out of
date waste analysis sample. The most recent sample collection date at the time of the inspections
was January 3, 1997.
Please be aware that waste analysis samples must be collected within 60 days either before or
after waste anion to comply with the ctxtified animal wnAe management plan and the
General Permit .
Nothing in this letter should be taken as absolving th:; '.-.sty of the responsibility and liability
of any violations that have or may result from these
Wachovla Building, Suite 714, Fayetteville K-
�
North Carolina 2aMI-5043 N` .
Voice 910-486-1541
FAX [phone]
jai opportunity Affirmative Action Employer
]% recycled/10% post -consumer paper

if you have any questions concerning this matter, please call Bob Heath or John Hasty at (910)
48b-1541.
Sincerely,
;If'- -
Robert F. Heath
Environmental Specialist
Operations Branch
Central Files
Audrey Oxendine - FRO DSW
Sam Warren - Bladen Co. NRCS
Dr. Garth Boyd - Murphy Family Farms

MEMO
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State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Govemor
Jonathan B. Howes, Secretary
A -Preston Howard, Jr., P.E., Director
Mr. James Sauls, Jr.
French's Creek Sow Farm
9559 Hwy East 53
Kelly NC 28448
Dear Mr. James Sauls, Jr.:
�EHR
R E C E I E' D
July 8, 1997
J U L 10 1991
FAYETTEVI LLE
REG. OFFICE
Subject: Farm No. 09-3
Additional Information Request
French's Creek Sow farm
Animal Waste Operation
Bladen County
The Permits and Engineering Unit has completed a preliminary engineering review of the subject
application. Additional information is required before we can continue our review: Please submit two
copies of the Certified Animal Waste Plan (CAWMP) as required in item I (3) of the General
Permit Application Form by August 8, 1997.
Please reference the subject farm number when providing the requested information. All
information should be signed, and submitted to my attention at the address below. Please note that failure
to provide this additional information on or before the above requested date can result in your application
being returned as incomplete.
If you have any questions regarding this request, please call me at [phone], extension 363.
Sincerely,
J.R. Joshi
Soil Scientist
State Engineering Review Group
cc: Fayetteville 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

State of North Carolina
Department of Environment,
Health and Natural Resources
James B. Hunt, Jr., Governor
Jonathan B: Howes, Secretary
November 12, 1996
Murphy Family Farms
Frenches Creek
Rt 1 Box 93
Kelly NC 28448
SUBJECT: Operator In Charge Designation
Facility: Frenches Creek
Facility ID#: 9-3
Bladen County
Dear Farm Owner:
NOV �2 1996
ENV. MANAGEMENT
FAYETTEViLLE REG. OFFICE
Senate Bill 1217, An Act to Implement Recommendations of the Blue Ribbon Study
Commission on Agricultural Waste, enacted by the 1996 North Carolina General Assembly,
requires a certified operator for each animal waste management system that serves 250 or more
swine by January 1, 1997. The owner of each animal waste management system must submit a
designation form to the Technical Assistance and Certification Group which designates an
Operator in Charge and is countersigned by the certified operator. The enclosed form must be
submitted by January 1, 1997 for all facilities in operation as of that date. Failure to designate a
certified operator for your animal waste management system is a violation of 15A NCAC 2H
.0224 and may result in the assessment of a civil penalty.
If you have questions concerning operator training or examinations for certification, please
contact your local North Carolina Cooperative Extension Service agent or our office.
Examinations have been offered on an on -going basis in many counties throughout the state for
the past several months and will continue to be offered through December 31, 1996,
Thank you for your cooperation. If you have any questions concerning this requirement please
call Beth Buffington or Barry Huneycutt of our staff at 91gn33-0026.
Sincerely,
A. Preston Howard, Jr-, P. ctor
Division of Water Quality
Enclosure
cc: Fayetteville Regional Office
Water Quality Files
P.O. Box 27687, W 4 FAX [phone]
Raleigh, North Carolina 27611-7687 Nof An Equal Opportunity/Affirmative Action Employer
Voice 919-715-4100 50%recycled/ 10% post -consumer paper

Jan-07-00 09:49A usda ser-w ice center 9108626447
P.08
Plan Amendment to include S&WCC Chronic Rainfall Practices and Standards through March 31, 2000
1 if this facility can comply writ[ Its existing permit and CAWMP it must do so.
2 Temporary Addition of New SpmyfwJds (*)(Check appropiate boxes.)
❑ A- acres of Cropland. Ust Crop type used:
❑ B_ acres of hardwood woodland a 10D Ibs PAN 1 acre added_
❑ C. acres of pine woodland added Q 60 Ibs PAN / acre added.
3 Surnner Perennial Grass (Check appropriate box_)
[] A- Application window extended for 53.45 acres of perennial grass until fast klibrtg frost
❑ B. An additional 5D 1bs of PAN appf'ied to acres of perennial grass prior to killing frost
4 PAN application increased for Small Grains ii Winter Grasses to be harvested. (Check appropriate box.)
❑ A. PAN application increased up to 200 lbs per acre for 53.d5 acres of small grains or winter grasses to be harvested.
❑ B. PAN app5cation increased up to 150 Ibs per acre for acres of overseeded summer perennial included in 3.$,
5 Waste Analysis (Check appropriate box.)
❑ A Prior to Dacember ist, 1999 the calculation of PAN will be based on a 35% reduction of the last analysis taken
prior to the fest 25 year 24 hour storm event- (Current waste analysis must be used after Dec. 1st.)
Id- Use current waste analysis to determine PACK.
M
5 Required - Maximum Nitrogen UUizatkm 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 $ealgiMd - Irrigation Management 'Techniques to Reduce Runoff and Panding Potential.
A. Making frequent. fight Irrigation applications. and
B_ Not irrigatlon immediartely before predicted rainfall.
5 The owner r manager is required to manage the movement of animals to and from the facility to minimize environmental
impacts, ensure compliance wits the faciliVs pemtll and amended CAWMP, and avoid discharge to surface waters.
9 Authorisation to use the additianal practices induded in the amendment expires if a facility discharges to surface waters.
Any discharge is 0 violafion znd t1Ly result in an enforcement action. _ ..
10 The owner] operator is required to keep records ea waste applications.
11 This revision must lndude a map or sketch of new land appli;afiori areas -
Facility Numyor 09-03 Frenches Creek Sow F
Facility Name
Murpt&Fiamily Farms
Fak:ifity er M ate {P
Facility Owner I Manager sW'alure
Date 11/111-09
Signature
Date f 11111/99
This document must be fled at the SWCD office and be attach�d to the facilities CAWMP
and be avaliable for inspection at the cility
f-) New temporary sprayfetds must meet applicable buffer and setback requirements. Waste must not be applied to wetlands.

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