090041_CORRESPONDENCE_20171231

I
17
Pork Partners, Inc.
Pork Partners Inc
3831 Beulah Road
Clinton NC 28328
Dear Pork Partners, Inc.:
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
October 1, 2004
Alan W. Klimek, P. E., Director
Division of Water Quality
RECEIVED
OCT 15 2004
OENR - FAYETT<:VILLE REGIONAL UPICE
Subject: Certificate of Coverage No. AWS090041
Pork Partners Inc
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 12, 2003 and in accordance with the directive
of Senate Bill 733, we are hereby forwarding to you this Certificate of Coverage (COC) issued to Pork
Partners, Inc., 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 AWS090041 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 Pork Partners Inc, located in Bladen County, with an animal capacity of no
greater than an annual average of 7104 Wean to Feeder 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
revised forms used for record keeping and reporting.
and monitoring conditions in this permit.
Aquifer Protection Section —Animal Feeding Operations Unit
1636 Mail Service Center, Raleigh, North Carolina 27699-1638
convenience is a package containing the new and
Please pay careful attention to the record keeping
Phone: [phone] I FAX: [phone] Internet: h2o.enr,state.nc.us
An Equal Opportunity/Affirmative Action Employer — 50% Recycled110% Post Consumer Paper
NorthCarolina
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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,
JZ
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 AWS090041
APS Central Files

-0 'IV
WA
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins Dee Freeman
Governor Director Secretary
January 14, 2010
Pork Partners, Inc.
Pork Partners, Inc.
3831 Beulah Rd
Clinton, NC 28328
RECEIVED
Al9aq
OEM- FA YE MLLE REGIONAL OMCE
Subject; Sludge Survey Testing Dates
Certificate of Coverage No. AWS090041
Pork Partners, Inc.
Animal Waste Management System
Bladen County
Dear Pork Partners, Inc.:
The Division of Water Quality (Division) received your sludge survey information on December
17, 2009 for the two lagoons at the above referenced facility. With the survey results, you
requested an extension of the sludge survey requirement for the lagoon at the Pork Partners, Inc..
Due to the amount of treatment volume available, the Division agrees that a sludge survey is not
needed until 2012 for Lagoons number 1 and 2.
Please be aware that the sludge survey data submitted was from May 2008. Sludge survey
exemption requests should be submitted in a more timely manner to avoid being in violation of
your General Permit AWG100000. A sludge survey is required annually unless an exemption
has already been issued for that calendar year.
The next sludge survey for the lagoons 1 and 2 at Pork Partners, Inc. should be performed before
December 31, 2012. Thank you for your attention to this matter. Please call me at (919) 71 S-
6627 if you have any questions,
ncerel y,
-zz 06at"X-CL—
Christine D. Blanton
Animal Feeding Operations Unit
cc: Fayetteville Regional Office, Aquifer Protection Section
Permit File AWS090041
1636 Mail Service Center, Raleigh, North Carolina 27699-1636 One
Location: 2728 Capital Blvd., Raleigh, North Carolina 27604 1 v orth Cc`irofina
Phone: [phone] t F.�X: 919-715-4588 S Custorner Service: 1.877-623-6748 ;Vatt1'all y
Internet: wvoa,.nrwatamualitv.nm
Ar Fniml OnnnrliAW AffirmativpActlOrl Fmnlnver

DENR—FR[
a
APR 2 9 2
NCDENR
Dwo
North Carolina Department of Environment and Natural Resources
Pat McCrory
John E. Skvarla, III
Governor
Secretary
April 24, 2014
Pork Partners, Inc.
Pork Partners, Inc. Farm
3831 Beaulah Road
Clinton, NC 28328
Subject: Sludge Survey Testing Dates
Certificate of Coverage No. A W S090041
Pork Partners, Inc. Farm
Animal Waste Management System
Bladen County
Dear Pork Partners, Inc.:
The Division of Water Resources (Division) received your sludge survey information on March
14, 2014. With the survey results, you requested an extension of the sludge survey requirement
for the Lagoons 1 & 2 at the Pork Partners, Inc. Farm facility. Due to the amount of treatment
volume available, the Division agrees that a sludge survey is not needed until December 31,
2016.
The next sludge survey for the lagoon at this f-acility should be performed before December 31,
2016. Please retain this letter and keep it with your farm records for reference. Thank you for
your attention to this matter.
Please call me at [phone] if you have any questions.
Sincerely,
IRIV,Aod
Animal Feeding Operations Branch
Water Quality Regional Operations Section
Division of Water Resources, NCDENR
cc: Fayetteville Regional Office, Water Quality Regional Operations Section
Permit File AWS090041
1636 Mail Service Center, Raleigh, North Carolina 27699-1636
Phone: [phone]Internet: httpJ/www.ncdenr.Qov/
An Equa! Oppoqunity 1 Affirmative Action Employer— Made in part by recycled paper

L .
A A JAN t t 2013
CCDENR MID
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Pat McCrory Charles Wakild, P. E. John E. Skvarla, III
Govemor Director Secretary.
January 10, 2013......... _ ..
William Butler
Pork Partners, Inc
3831 Beulah Road
Clinton, NC 28328
Subject: SIudge Survey Testing Dates
Certificate°vf Coverage No:,AWS090041
Pork Partneis 'Inc
Animal Waste Management System
Bladen County
Dear -William Butler;
The Division of Water Quality (Division) received your'•slWg' a survey information on December,
18; 2012. With the survey results, you requested an- extension. of the. sludge survey requirement,-.:
for the PP-1 lagoon at Pork Partners, Inc facility. Due to:the.amount.of treatment volume
available, the Division agrees that a sludge survey is norneede'd until 2014 for PP-1 lagoon only,
The next sludge survey for the.PP-1 lagoon at ihis faeilily 5hould.b performed.before..:
•:•.Deeember l:1 —2014: Thank you--for-your attention to this matter. Please call me at (919) 807-
6340 if you have any questions.
Sincerely; :...
Miressa D. Gar6m a`
Animal heeding Operations Unit
cc:..:: Fayetteville Regional
nO� ffice, Aquifer Protection Section
AArm;t Fi1n A MIS090041
AQUIFER PROTECTION SECTION
1636 Mail Service Center, Ralegh, North Carollna 27699.1636
Location: 512 N. Salisbury St. Raleigh, North Carolina 27604
Phone, 919-807-64641 FAX: [phone]FAX: 91"07.6496
Internet: wwwamatemuatitv.om
Noeth Carolina
Naturally
An Egtd Opporturaly 1 Affirmative Actbn Em*Yer

Brown's of Carolina
Grower(s):
Farm Name:
01/28/2003
NUTRIENT UTILIZATION PLAN
Don & William Butler
Pork Partners
County: Sampson
Farm Capacity:
Farrow to Wean
Farrow to Feeder
Farrow to Finish
Wean to Feeder 7104
Feeder to Finish
Storage Structure: Anaerobic I
Storage Period:
Application Method:
>180 days
Irrigation
_agoon
Hwy 24 East
Warsaw, NC 28398
The waste from your animal facility must be land applied at a specified rate to prevent pollution
of surface water and/or groundwater. The plant nutrients in the animal waste should be used
to reduce the amount of commercial fertilizer required for the crops in the fields where the waste
is to be applied.
This waste utilization plan uses nitrogen as the limiting nutrient. Waste should be analyzed
before each application cycle.. Annual soil tests are strongly encouraged so that all plant
nutrients can be balanced for realistic yields of the crop to be grown.
Several factors are important in implementing your waste utilization plan in order to maximize
the fertilizer value of the waste and to ensure that it is applied in an environmentally safe manner:
1. Always apply waste based on the needs of the crop to be grown and the nutrient
content of the waste. Do not apply more nitrogen than the crop can utilize.
2. Soil types are important as they have different infiltration rates, leaching potentials,
cation exchange capacities, and available water holding capacities.
3. Normally waste ,shall be applied to land eroding at less than 5 tons per acre per
year. Waste may be applied to land eroding at 5 or more tons per acre annually, but
less than 10 tons per acre per year providing that adequate filter strips are established.
4. Do not apply waste on saturated soils, when it is raining, or when the surface is frozen.
Either of these conditions may result in runoff to surface waters which is not allowed
under DWQ regulations.
5. Wind conditions should also be considered to avoid drift and downwind odor
problems.
6. To maximize the value of the nutrients for crop production and to reduce the potential
for pollution, the waste should be applied to a growing crop or applied not more than
30 days prior to planting a crop or forages breaking dormancy. Injecting the waste or
disking will conserve nutrients and reduce odor problems.
1 of 8 RECEIVED 1 DENR ! DWQ
AQUIFFR-PPnTFrT1nN RFUION
MAR 2 7 2009

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 se me.
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, W, tons, etc.):
Capacity Type Waste Produced per Animal Total
Farrow to Wean
3212 galyr
galtyr
Farrow to Feeder
4015 galtyr
galtyr
Farrow to Finish
10585 galtyr
galtyr
7104
Wean to Feeder
223 galtyr
1,584,192 galtyr
Feeder to Finish
986 galtyr
galtyr
Total 1,584,192 gallyr
AMOUNT OF PLANT AVAILABLE NITROGEN PRODUCED PER YEAR (Its):
Capacity -T a Nitra en Produced perAnimal Total
Farrow to Wean
5.4 lbslyr
Ibsyr
Farrow to Feeder
6.5 ibsyr
Ibsyr
Farrow to Finish
26 Ibs/yr
Ibstyr
7104
Wean to Feeder
0.48 Ibslyr
3,410 lbsyr
Feeder to Finish
2.3 Ibs/yr
lbsyr
Total 3,410 Ibslyr
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: 29.61
Total N Required 1st Year: 6341.25
Total N Required 2nd Year: 0
Average Annual Nitrogen Requirement of Crops: 6,341.25
Total Nitrogen Produced by Farm: 3,409.92
Nitrogen Balance for Crops: (2,931.33)
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.
2of8

This plan does not include commercial fertilizer. The farm should produce adequate plant
available nitrogen to satisfy the requirements of the crops listed above.
The applicator is cautioned that P and K may be over applied while meeting the N requirements.
In the future, regulations may require farmers in some parts of North Carolina to have a nutrient
management plan that addresses all nutrients. This plan only addresses nitrogen.
In interplanted fields ( i.e. small grain, etc, interseeded in bermuda), forage must be removed
through grazing, hay, and/or silage. Where grazing, plants should be grazed when they
reach a height of six to nine inches. Cattle should be removed when plants are grazed to a
height of four inches. In fields where small grain, etc, is to be removed for hay or silage, care
should be exercised not to let small grain reach maturity, especially late in the season (i.e.
April or May). Shading may result if small grain gets too high and this will definately interfere
with stand of bermudagrass. This loss of stand will result in reduced yields and less nitrogen
being utilized. Rather than cutting small grain for hay or silage just before heading as is
the normal situation, you are encouraged to cut the small grain earlier. You may want to
consider harvesting hay or silage two to three times during the season, depending on the
time small grain is planted in.the fall.
The ideal time to interplant small grain, etc, is late September or early October. Drilling is
recommended over broadcasting. Bermudagrass should be grazed or cut to a height of
about two inches before drilling for best results.
CROP CODE LEGEND
Crop Code
Crop
Lbs N utilized 1 unit yield
A
Barley
1,6 lbs N 1 bushel
B
Hybrid Bermudagrass - Grazed
50 lbs N ! ton
C
Hybrid Bermudagrass - Hay
50 lbs N 1 ton
D
Corn - Grain
1.25 lbs N 1 bushel
E
Corn - Silage
12 lbs N / ton
F
Cotton
0.12 lbs N / lbs lint
G
Fescue - Grazed
50 lbs N 1 ton
H
Fescue - Hay
50 lbs N / ton
I
Oats
1.3 lbs N 1 bushel
J
Rye
2.4 lbs N 1 bushel
K
Small Grain - Grazed
50 lbs N / acre
L
Small Grain - Hay
50 lbs N / acre
M
Grain Sorghum
2.5 lbs N / cwt
N
Wheat
2.4 ibs N / bushel
O
Soybean
4.0 Ibs N / bushel
P
Pine Trees
40 lbs N 1 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.
4of8

SLUDGE APPLICATION:
The following table describes the annual nitrogen accumulation rate per animal
in the lagoon sludge
Farm Specifications PAN/ r/animal Farm Total/ r
Farrow to Wean 0.84
Farrow to Feeder 1
Farrow to Finish 4.1
7104 Wean to' Feeder 0.072 511.488
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 511.488 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 2557.44 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 8 acreas of land. If you apply the sludge
to corn at a rate of 125 pounds per acre, you will need 20,45952 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 8

Application Rate Guide
The following is provided as a guide for establishing application rates and amounts.
Tract
Hydrant
Soil
Type
Crop
Application Rate
inlhr
Application Amount
' inches
877
1A
Ce
B
0.75
1
877
1 B
Ce
B
0.75
1
877
2A
Ce
B
0.75
1
877
2B
Ce
B
0.75
1
877
3A
Ce
B
0.75
1
877
3B
Ce
B
0.75
1
877
4A
Tr
G
0.45
1
877
4B
Tr
G
0.45
1
877
5A
Tr
G
0.45
1
877
5B
Tr
G
0.45
1
877
6
Tr
G
0.45
1
877
7
Tr
G
0.45
1
6 of 8

Additional Comments:
This Nutrient Utilization Plan has been amended to show changes in
pulls 4B and 5B. These pulls have been cut in half in order to spray
only on fes cue. The plan will need to be amended if both nutrients
from manure and commercial fertilizer are applied to pulls. When
applying on fescue the N application needs to be limited during
June and July and no N applied in Dec. and Jan, during severe
winters.
7 of 8

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

NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
Animal waste shall not reach surface waters of the state by runoff, drift, manmade
conveyances, direct application, or direct discharge during operation or land application.
Any discharge of waste which reaches surface water is prohibited.
2 There must be documentation in the design folder that the producer either owns or has
an agreement for use .of adequate land on which to properly apply the waste. If the
producer does not own adequate land to properly dispose of the waste, he/she shall
provide evidence of an agreement with a landowner, who is within a reasonable
proximity, allowing him/her the use of the land for waste application. It is the
responsibility of the owner of the waste production facility to secure an update of the
Nutrient Utilization Plan when there is a change in the operation, increase in the number
of animals, method of application, recieving crop type, or available land.
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 titled 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.
1 of 3

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. Wastelnutrient 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 eight -of -ways.
15 Animal waste shall not be discharged into surface waters, drainageways, or wetlands by
discharge or by over -spraying. Animal waste may be applied to prior converted cropland
provided the fields have been approved as a land application site by a "technical
specialist". Animal waste shall not be applied on grassed waterways that discharge
directly into water courses, and on other grassed waterways, waste shall be applied at
agronomic rates in a manner that causes no runoff or drift from the site.
16 Domestic and industrial waste from washdown facilities, showers, toilets, sinks, etc., shall
not be discharged into the animal waste management system.
2 of 3

NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
(continued)
17 A protective cover of appropriate vegetation will be established on all disturbed areas
(lagoon embankments, berms,' pipe runs, etc.). Areas shall be fenced, as necessary, to
protect the vegetation. Vegetation such as trees, shrubs, and other woody species, etc.,
are limited to areas where considered appropriate. Lagoon areas should be kept mowed
and accessible. Berms and structures should be inspected regularly for evidence of
erosion, leakage, or discharge.
18 If animal production at the facility is to be suspended or terminated, the owner is
responsible for obtaining and implementing a "closure plan" which will eliminate the
possibility of an illegal discharge, pollution and erosion.
19 Waste handling structures, piping, pumps, reels, etc., should be inspected on a regular
basis to prevent breakdowns, leaks and spills. A regular maintenance checklist should
be kept on site.
20 Animal waste can be used in a rotation that includes vegetables and other crops for
direct human consumption. However, if animal waste is used on crops for direct human
consumption, it should only be applied pre -plant with no further applications of animal
waste during the crop season.
21 Highly visible markers shall be installed to mark the top and bottom elevations of the
temporary storage (pumping volume) of all waste treatment lagoons. Pumping shall be
managed to maintain the liquid level between the markers. A marker will be required to
mark the maximum storage volume for waste storage ponds.
22 Waste shall be tested within 60 days of utilization and soil shall be tested at least
annually at crop sites where waste products are applied. Nitrogen shall be the rate -
determining nutrient, unless other restrictions require waste to be applied based on other
nutrients, resulting in a lower application rate than a nitrogen based rate. Zinc and copper
levels in the soil shall be monitored and alternative crop sites shall be used when these
metals approach excessive levels. pH shall be adjusted and maintained for optimum
crop production. Soil and waste analysis records shall be kept for a minimum of five
years. Poultry dry waste application records shall be maintained for a minimum of three
years. Waste application records for all other waste shall be maintained for a minimum
of five years.
23 Dead animals will be disposed of in a manner that meets North Carolina regulations.
3 of 3

AUG 12 19
DWO

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RECF-IVEL)
WATFRO NAl.i71/WMON
Dedicated to Quality Pork and Poultry Production
in f lar moray with the Environment.
Carroll's Foods, Inc. • P. O. Box 856 . Warsaw, NC 28398
I•

COPY s G $)
CARROLL'S FOODS, INC.
P. 0. Drawer 856
WARSAW, NORTH CAROLINA 28398
0
FACILITY DESIGN AND
WASTE MANAGEMENT PLAN
i
FARM
NAME OR NUMBER aK i�bA 10.A- m ekc" Yti\j C . S t D,
a r4 4, w<< I I t' 14 wo_ 'tu-1- I DUu M '_S
FARM DESCR]ITTION
LOCATION
COMPANY FARM
CONTRACT GROWER
0
ou�v-= 3 & ari 1 %A
BCgd��� 6o�y
sb . Ile e16dem Cod &.1 [mil
L '�Iw;'I F:--
E ,fit

Animal Waste Management Plan Certification
(Please type or print all information that does not require a signature)
Existing; or New or ande (please circle one)
renerallnformation:
Name of Farm: �f) 6 K t
Owner(s) Name:_1A I L, u •.IAA„•
Mailing Address: 3Fi a 1 g r U IAL
Farni Location:
Latitude and Longitude: 413 33"
5 Facility No: �C g -- 4-I
Phone No: Q - E qa-1 W
f C I;ILnA( &I.r. ia3.-L%
County Farm is located in: BL.,aa a KI
34 a 33' -qz
Please attach a copy of a county road map with location identified and describe below (Be specific: road
names, directions, milepost, etc.): E ULM_ C= 144hAUC.e!
ON L=A%'� s : � tr_- 017- 5ALI1b 0
Cc- F_ t��+I � R o jj N,) %I Iry J A LIP
&i�N 1 1�4 z6.s s _AAV u Md
, _
Operation Descriptia •
-
Type of Swine No, of Animals Type of Poultry
No. of Animals Type of Cattle No. of Animals
i;%'ean to Feeder 0 Layer
0 Dairy
0 Feeder to Finish 0 Pullets
0 Beef
D Farrow to Wean
Z1 Farrow to Feeder
7 Farrow to Finish Other Type of
Livestock: Number of Animals:
'
-
Expanding Operadon Only
Previous Design Capacity: 3551
Addirianal Design Capacity 3E56 Z
Total Design Ca aciy.
0
•
Acreage Available for Application: Zg • 5 Required Acreage: _l J&
Number f agoons Storage Ponds :_� Total Capacity: 3 ���_ _ Cubic Feet (ft3)
Are subsurface drains present on the farm: YES or <� (please circle one)
If YES: are subsurface drains present in the area of the LAGOON or SPRAY FIELD (please circle one)
Owner/ ATanager Agreement
1(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. l (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 (wc) know- that any modification must be approved by a technical
specialist and submitted to the Soil and Water Conservation District prior to implementation. A change in land ownership
requires Written notification to D£-M or a new certification (if the approved plan is changed) within 54 days of a title transfer.
Dame of Ownei
Signature:
Dame o . anage (if,
Date: -3-qj -
Signature: ADale:
ANVC -- January 1. 1997

E
Technical Specialist Certification
L As a technical specialist designated by the North Carolina Sail and Water Conservation Commission pursuant to 15A
NCAC 6F .0005, 1 cenify 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 Envirow=tal Management (DEI+L)
as specified in 15A NCAC 2H.0217 and the L?SDA-Natural Resources Conservation Service (NRCS) and/or the North
Carolina Sail. and Water Conservation Commission pursuant to I5A 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, Sl, WUP, RC. 1), the technical specialist should only certify parts for which they are technically
competent.
•
IL Certification of Design
A)Qolleclion, Storagge.-UgaM]enjv t
Check the appropriate box
Q Existim a i ' w't tlt et (SD or WUP)
Storage volume is adequate for operation capacity; storage capability consistent with waste utilization
—/ requirements.
dew. ex wded or rerrof ngd fA t� (SD)
Animal waste storage and treatment structures, such as but not limited to collection systems, lagoons and ponds,
have been designed to meet or exceed the minimum Off and specifications.
` \A ��O a,
. G4r
st
Name of Technical Specialist (Please Prim`vrj1,
Affiliation: M . .,�4-
S r+_� 1 `
P�e
Address{Agency}: �1�t1�tas�. - Phone Na.:
--V
B) Land Application Site (WUP)�+i+ mlOO'���
. 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): 1k d �t-:R+ Vi/l c L,- D�
Affiliation: „Cya&p UA EA OAAS..-LVIC •
t Address(Agency): €s 3 3 9 W Phone No.: CI 10 - )A -1 a 414
Signature: LJ I jav, , l . Date:- 6 7
Q Rgnof[ ControI5 from t r•oLots
Check the appropriate box
w'th ut a to ' r lgi(SD or WUP or RC)
This facility does not contain any exterior lots.
ZI Facibly with exterior to (RC)
.Methods to minimize the run off of pollutants from lounging and heavy use areas have been designed in
accordance with technical standards developed by NRCS.
Name of Technical Specialist (Please Print): jk F� L-A �1l1 cc Lr,- n d
Affiliation: C >&WII is t.n-na-& �Iwc -
Address(Agency):_ > Ott Yr-,q k W A kS AU1 KC, : I -OS V Phone No.: � 10.ON&
Signature:_1.3 'LOIIt—It --� _ Date: 7/'' 7
AWC — January 1, 1997 2

•
•
D). Application aUd Hgndliag EguiRment
Check; the appropriate box
❑ Existing gr :xpandingc' v with t amLe-=lLution e ('WUP or I)
Animal waste application equipment specified in the plan has been either field calibrated or evaluated in
accordance with existing design charts and tables and is able to apply waste as necessary to accommodate the
waste management plan: (existing application equipment can cover the area required by the plan at rates not to
exceed either the specified hydraulic or nutrient loading rates, a schedule for timing of applications has been
established; required buffers can be maintained and calibration and adjustment guidance are contained as part of
the plan).
63� New. cUanded. or existing facility without existing waste application equi nt far sarav
irrigation. (I)
Animal waste application equipment specified in the plan has been designed to apply waste as necessary to
accommodate the waste management plan; (proposed application equipment can cover the area required by the
plan at rates not to exceed either the specified hydraulic or nutrient loading rates; a schedule for timing of
applications has been established; required buffers can be maintained; calibration and adjustment guidance are
contained as part of the plan).
w expgnded. or e2;istina, facilitywithgut cNi5tiaz wa5lLal2pligatign equipmCut
;:pleading not using spra��g won. (WUP or I)
Animal waste application equipment specified in the plan has been selected to apply waste as necessary to
accommodate the waste management plan; (proposed application equipment can cover the area required by the
plan at rates not to exceed either the specified hydraulic or nutrient loading rates; a schedule for tithing 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 (PIease Print):_ n � om. NC L&da,�„
Affiliation: C A ganT �s_ (�=-Q.0 8 Q
Address(Agency): A:�, Q__ a -K Fss .. j1)tAkc_,y t d g C , k Fr 3 SL�_Phone No.: q I Q • aA 3.343 t4.
Signature:_,_, t,21 1-1e Al � -t—a-c-L Date:fI,,
E) dot Control. Insect -Control, Mortality Management and Emergella Action Plan_(SD.
SI. «'UP, RC or I)
The waste management plan for this facility includes a Waste Management Odor Control Checklist, an Insect Control
Checklist, a Mortality Management Checklist and an Emergency Action Plan. Sources of both odors and inse=
have been evaluated with respect to this site and Best Management Practices to Minimize Odors and Best
Management Practices to Control Insects have been selected and included in the waste management plan. Both the
Mortality Management Plan and the Emergency Action Plan are complete and can be implemented by this facility.
Name of Technical Specialist (Please Print):t6-4 _ � c � M D c� _
Affiliation: 'A r-eflcls
Address(Agency): I�•� • ox $ E 6,_ L1 AU0, W KC lk 3 9 % Phone No.: Q 3.3 3
Signature: P �� tit ��- -� Date:
F) Written Notice of New or Expanding Swine Farm
The following signature block is onk to be used for new or expanding swine farms that begin construction after June
21,1996. If the facility was built before June 21,1996, when was it constructed or last expanded
I (we) certify that I (we) have attempted to contact by certified mail all adjoining property owners and all property owners
who own property located across a public road, street. or highway from this new or expanding swine farm. The notice was in
compliance with the requirements of NCGS 106-805. A copy of the notice and a list of the property owners notified is
attached.
Name of L d O«-ner :
Signature• Date:
Name t anager(if different froth owner):
Signature Date:
ANVC -- jan ary 1, 1997 3
�,
--7-h>� o� 3Aa ���►� _I-ANd—oWa�sk�~� o :�1�:s_r��W
r-,.�0_1 ei .A, . I'.LP r-IA Anre•t III I',Au. ,etk „oLe, 'a rn_ntOnt,lt LZ,a��►itt.Q�s_

III. Certification of Installadon
A} Collcgtign, Storage,
e ;andgd gE retrofi gAbcility (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 retrvfus, no cen frcadon is necessary.
Name of Technical Specialist (Please Print)•` .I••'• `
r • M r
Affiliation: M . 1'�.,• 1 Ar1A .,� c-_ ' `''
Address(Agency): ? a. � ' - S Phone No. 9L-24-- t t� o _`
Signature: �-(. �1LA�1..� % '•. g _ _Daze: Cl 1ol4W7 ..
B) L na d Annlication Site (NVUP) I l 0 �p�A�P.\'�
Check the appropriate box
1� The cropping system is in piace'on all Iand as specified in the animal waste management plan.
0 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 (monthldaylyear); the proposed cover crop is appropriate
for compliance with the wasteutilization plan.
0 Also check this box if appropriate
if the cropping system as specified in the plan can not be established on newly cleared land within 30 days
of this certification, the owner has committed to establish an interim crop for erosion control;
Name of Technical Specialist (Please Print):
Affiliation: C h kkp i� 1 s &;p i re , .rtt G
Address(A cencY43 C. 3 Phone No.:3 1
Signature: Date: tflTL--7
This follov ing signature block is only to be used when the box for conditional approval in M. B
above has been checked.
I (we) certify that I (we) have committed to establish the cropping system as specified in my (our) waste utilization plan, and
if appropriate to establish the interim crop for erosion control, and will submit to DEM a verification of completion from a
Technical Specialist within 15 calendar days foilowing 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 lllanager(if different from owner):
Signature: Date:
—� A«'C ---:;— January 1,=1997 -- - 4

•
C} RunofLCgntrols from Extgr-LorLots (RC)
FacilitvwLth;.&Leligr 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): LP hone No.:
Signature: Date:_„
D) Apniication and,Handling Equipment Installation (WUP or I)
Check the appropriam 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.
UrlConditional approval: Animal waste application and handling equipment specified in the plan has been
purchased and will be on site and installed by 1 0 -31 - Q i (month/day/year); there is adequate storage to
hold the waste until the equipment is installed and until the waste can be land applied in accordance with the
cropping system contained in the plan; and calibration and adjustment guidance have been provided to the
• owners and are contained as part of the plan.
Name of Technical Specialist (Please Print): - A 6 fir 9=' A 4 _ VI c L a o d _
Affiliation: C A a&& a u 's_ L - ZM C-
Address (Agency): 4fl A ng -Fr; , [A A&-AW t � C A-ka q q5L Phone No.: S 14
Signature:._(. R • 1Lt c—•� _ —Date: /2 /17
The following signature block is only to be used when the box for conditional approval in III D
above has been checked.
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 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 L Owner :
Signature: Date:
Name of 1lanager(if different from owner):
Signature: Date:
E) Odor Control, Insect Control and _Mortality Management (SD 51, «'UP. RC or I1
Methods to control odors and insects as specified in the Plan have been installed and are operational. The
mortality management system as specified in the Plan has also been installed and is operational.
Name of Technical Specialist (Please Print):
Affiliation:
Address(Aaency): S C Phone No.: 3 -3q3
Signature:..,_, �— i �� ..�„� _ Date:
A«'C -- Jativar%- 1. 1997 $

Please return the completed form to the Division of Water Quality at the following address:
Department of Environment, Health, and Natural Resources
Division Of Water Quality.
Water Quality Section, Compliance Group
P.O. Box 29535
Raleigh, NC 27626-0535
3
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 mith your Animal Waste Management Plan.
•
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AWC -- January 1, 1997 6

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TABLE OF CONTENTS
VicinityMap.............................................................. 1
ASCSField Map ............................................................ 2
SoilsMap............................................................. ....
3
Soil Investigation Worksheet ..................................................
4
WasteTreatment PIan.........................................................
5
Waste Utilization Plan ........................................ . ........ ....
6
•
Operation and Maintenance Plan_ .............................................
7
Construction Specifications for Lagoon .......................................
8
Seeding Plan (Farm Site) ....................................................
9
Computer Drawing of Existing Ground ...... ... ....... ... .....
10
Existing Elevations • ............ . • - - •....................................
11
Lagoon Cross Section Diagram ...............................................
12
Computer Drawing of Proposed Lagoon & Building Pad .........................
13
*
Site Balance Report.........................................................
14
Computer Drawing -All Data -Proposed ......................................
15
Computer Drawing -Contour Lines ...... • .................. ...............
16
Computer Drawing - Sloping Lines ............................................
17
Computer Drawing - Blow-up of Lagoon Corner ... ................ ....:. ..
18
r
Building Pad Elevations ....................................................
19
Computer Cross Section -Existing, -Proposed -Balanced .........................
20
Facility Overlaid on Existing Topo Map .......................................
21
i
•

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LAGOON DESIGN CHECK LIST
i
1.
copy
of 026 and supporting maps included if clearing involved.
(including
access roads and waste application system sites)
2.
Dam
safety Exclusion
i
a.
-Dike not over 15 Peet high to down stream slope and not over
10 acre feet storage to top of dike.
3.
Storage
Volumes
a.
designed volume exceeds needs
b.
all temporary storage is designed above the seasonable high
.
water table. '
�y
c.
minimum of 6 feet treatment volume depth available
f}p4'a-7
d.
no sludge storage statement included if landowner so requests
4.
Operation & Maintenance Plan (sheet included)
J
a.
begin and end pump -out elevations shown
5.
Location Sketch (included)
1t11��
a.
distance and direction to nearest residence shown
7
b.
road numbers shown
shown
c.
north arrow
6.
Hazard Classification Sheet (NC-ENG-34 included)
✓
a.
distance to nearest stream in event of dike failure shown
b.
distance to nearest public road in event of failure shown
c.
topo map of area to support a & b above included
7.
Waste Utilization Plan (included)
a.
all tracts, field numbers, field acreage, (available acres
excluding buffers for ditches, roads, homes, property line,
etc.) crops shown
b.
signatures of producer & person preparing plan
.�4
C.
pumping agreement signed by adjoining landowner showing tract
numbers, field numbers, acres, etc. if needed
77
✓
d.
legible ASCS maps of effluent disposal fields included
✓
e.
legible soil survey sheets showing all effluent disposal
✓
fields included
.�
f.
suitability of soils for crops planned assured
"B"
g.
attachment on sampling procedure included
8.
f
Soil Investigation Sheet (SCS-ENG-538 included)
a.
minimum of three borings on Class IV & V lagoons
✓✓
b.
borings 2.0' below designed bottom of lagoon
Z
C.
location & elevation of borings in relation to grid survey
i
X
d.
seasonal high water table at highest elevation
e.
borrow area location shown
i

•
U
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1-1
•
•
•
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•
9. Seeding specifications included (lagoon dike and other exposed
areas around buildings)
10.• Construction Specifications (sheet included)
A a. need for cut-off trench addressed
✓ b. need for sealing or lining with impervious material addressed
and -anticipated locations of such areas identif ied
✓ c. protection of liner during initial filling and near flush
pipes addressed
11. Grid Sheet (original or ledgable copy)
a. gridded area large enough to include embankment slopes and
surface water diversions _ ,
b. location & dimensions of lagoon & buildings shown (lagoon
inside top measurements shown and lagoon corners identified
by grid stations)
c. surface water removal (pipes, outlets, etc) shown
d. soil borings location shown
e. TBM location & elevation shown
Z f. existing utilities located (if applicable)
12. Typical cross-section included
a. dike elevation & top width shown
b. lagoon bottom elevation shown
c. side slopes shown
✓ d. effluent outlet pipe invert elevation shown
e. building pads - elevation & grade shown
f. cut-off trench shown - if required
g. liner shown - if required
13. Volume Computations
1 a. excavation
�L b. dike fill
c. pad fill
14. Summary Sheet
a. design requirements
b. excavation volume
c. fill volumes
d. cut -fill ratio
�`— e. job class
15. Location of subsurface drainage (if present)
16. Presence of utilities addressed
17. Observation of cultural resources statement included
18. Operation is outside of jurisdictional limits of municipalities
0

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UNW19D CLASUPICATIG!(
USDA CLAi9TiCATION ,
GW-welt VWW VM14: WIFF94 SOW WX
r-g"et
GP • Pearly We" pE"is
s - awed . ..
G* - SMY'RrawIs; VORMI-sar&eilt mix
vfs - wry time &Md
GC - Clem warels; we okom sic ay six
s1- sandy lases - '
So_" VadoioMit: ssrl_W"ei OJX
f21-fine smady is m
i>p . Pearly Mirls� •awls
t - lace
sR • ulty lead
81 -1RaVOLI! Wee
sC -Clayey sands: so k or nbar ws
$i -_sttt ,
ML • silts; silty, T. Ewe sari: smody w clam silt
sit 'Silt ]4ssra
CL-CIS" at law is OWIlim pisstkftf
CH-IosrBssi+c Ch" at " Osstieity
ci -clay loss
sic] - silty clay lMffl
MH-Eld"k silts
SO -sandy clay.loam
OL-Omnic silts Sad ai'1tY Clays. low PisstkAtY
sic -silty clay
ON-Orgmic clays, asdiss to hi# pwaticity
c - clay
3. Suit" Mtssisl 9or arsb"AMM" is ATKAaWe Yes No 11m6awr w"m rx-me -w N.. ,kmo:A -e
mmm Aw
RT.IrtAlttB: ' }� srr v+j Ot/ L O J)
��.�,a� �. �,.�-�.,. � �. ,,._.��..,.�1 z� �. , �, - � t� mot✓- � k�..�
-4-7 o--e GQt.r�ow�e.�7
2 Eapiaia baaar+3s *�i ry�eia) attastioss is deaiea
+-ENERAL FMURKS:
24.
2.5
26
49
28
29
30
131
32
33
3;
135
3 36 375
3M
113.01
40
41
42143
44
45
46
47 48
1 49 50
51
I
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4
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1
I
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0

•
•
11
0
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IMPORTANT DIORMATION
ABOUT LAGOON CONSTRUCTION
LISTED BELOW IS A BRIEF SUMMARY OF VOLUMES AND OTHER
DATA: (SEE CONTENTS OF PLAN FOR MORE INFORMATION)
EXCAVATION
FILL (pad & dike)
TOP SOIL (minimum 3" thick)
CLAY LINER (represents a complete liner)
7655--- cubic yards
7655---- cubic yards
188--- cubic yards
1918--- cubic yards
Constructed top of dam must include a minimum of 5% settlement -
EXAMPLE: 10 feet high dam will require 5% of 10 feet or 0.5 feet
fill above planned top of dam.
Clay content, thickness and compaction of liners (if required) are
very important. If the certifying technical specialist is unable
to approve the liner with normal field techniques, an independent
engineering analysis will be required (see CONSTRUCTION
SPECIFICATIONS for additional information). If an independent
engineering analysis is required, this expense will be the
responsibility of the owner/grower.
Special attention needs to be given to the seeding specifications.
The lagoon dike must be seeded according to specifications before
the system can be certified and stocked with animals. (Consult
with your NRCS Conservationist regarding mulching)
41

•
Operator:PORK PARTNERS ADDICounty: BLADEN Date: 03/07/94
Distance to nearest residence (other than owner): 1200.0 feet
1. STEADY STATE LIVE WEIGHT
0 sows (farrow to finish) x 1417 lbs. - 0 lbs
0 sows (farrow to feeder) x 522 lbs. - 0 lbs
0 head (finishing only) x 135 lbs. - 0 lbs
0 sows (farrow to wean) x 433 lbs. - 0 lbs
3552 head (wean to feeder) x 30 lbs. - 106560 lbs
• TOTAL STEADY STATE LIVE WEIGHT (SSLW) = 106560 lbs.
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 106560 lbs. SSLW x Treatment Volume(CF)/lb. SSLW
Treatment Volume(CF)/lb, SSLW= 1 CF/lb. SSLW
Volume = 106560 cubic feet
• 3. STORAGE VOLUME FOR SLUDGE ACCUMULATION �}
Volume = 0.0 cubic feet P f L.4�/�vwu�.t /s
4. TOTAL DESIGN VOLUME
Aue,0.+i1at- �ONq�jti �iVc-uWg� wield-�
• Inside top length 235.,0 fee££ ; Inside top width 155. feet
Top of dike at elevation 50.9 feet
Freeboard 1.0 feet ; Side slopes 3.0 : 1 (Inside lagoon)
Total design lagoon liquid level at elevation 49.9 feet
Bottom of lagoon elevation 40.9 feet
Seasonal high water table elevation 45.5 feet
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 229.0 149.0 9.00
AREA OF TOP
LENGTH * WIDTH =
229.0 149.0 34121 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
175.0 95.0 16625 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
202.0 122.0 98576 (AREA OF MIDSECTION * 4)
CU. FT. = ►AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOMO * DEPTH/6
34121.0 98576.0 16625.0 1.
VOLUME OF LAGOON AT TOTAL DESIGN LIQUID LEVEL = 223983 CU. FT.

•
• 5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
• Lagoon (top of dike)
Length * Width =
235.0 155.0 36425.0 square feet
Buildings (roof and lot water)
Length * Width =
0.0 0.0 0.0 square feet
TOTAL DA 36425.0 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Approximate daily production of manure in CF/LB SSLW 0.00136
Volume = 106560 Lbs. SSLW * CF of Waste/Lb./Day * 180 days
Volume = 26086 cubic feet
• Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculat
the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day * 180 days storage/7.48 gallons
per CF
Volume = 0.0 cubic feet
5C. Volume of rainfall in excess of evaporation.
Use period of time when rainfall exceeds evaporation by largest amount
180 days excess rainfall = 7.0 inches
Volume = 7.0 in * DA / 12 inches per foot
Volume = 21247.9 cubic feet
•

u
5D. Volume of 25 year - 24 hour storm
Volume = 7.0 inches / 12 inches per foot * DA
Volume = 21247.9 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 26086 cubic feet
5B. 0 cubic feet
5C. 21248 cubic feet
5D. 21248 cubic feet
TOTAL 68582 cubic feet
6. SUMMARY
• Total required volume 175142 cubic feet
Total design volume avail. 223983 cubic feet
Min. req. treatment volume plus sludge accumulation 106560 cubic f(
At elev. 47.2 feet ; Volume is 140170 cubic feet (end pumping)
Total design volume less 25yr-24hr storm is 202735 cubic feet
At elev. 49.2 feet ; Volume is 200650 cubic feet (start pumping
Seasonal high water ble elevation 45.5 feet
•,.����,
7. DESIGNED BY � � APPROVED BY:
DATE: oL- �� DATE: 3
0 .5C .S �� �
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:
•
0

J
U. S. Department of Agriculture NC-EM-M
Soil Conservation Service ..,..: Sep1960
io''Colde-1, no
HAZARD. CLASSIFICATION DATA SHEET FOR. DAMS
• Laedaener
CM
Community or� '�fo:':` �� Z- ", ,: Cmt�erratlo--piss
_ - ------
Estimated Depth..pA! ter~.fo Top of, Pin--' t.. Le th of. Road. Pool ,t.
a Date of Field HaziH-NvWTgatlmin
Evaluation by reach of flood plain downstream to the point of estimated minor effect
from sudden dam failure.
• : s ev. , s . Elevation
i find of : Improw ments : of Breteh
Reach: Length:'Ilidth: Slope: .and Use -10rovements Above :Floodkiter Above
Flood Plain: Flood Plain
t. p• t.
2
3
Describe potential for loss of life and damage to existing or probable future downstream
improvements from a'sudden breach
• Hazard Classification of Dam (a, b, c) (see NEM-Part 520.21)
1.
Daftr Classification (I, �&III, IV, V)
By c� 4 —a� G Date -
name ti tl e
Concurred By AW t EE�� Date
• name (title)
NOTE: 1. Instructions on reverse side.
2. Attach additional sheets as needed.

•
F,
E
INSTRUCTIONS � n �e� r�
All dams built with technical''s'sistance Ffrom the Soil Conservation Service
.must have a hazard claWfAcation assigned by the person responsible for
--approving- the -design. "Most farm ponds; -except 4-n-borderl ine--cases, . catt_.___.
be classified after a. conrplate .fi.el.d. investigation without assuming failure .
and making breach' studies. This data sheet is to be used for recording
the information -p Wned thrDpo field studies ..end for, documenting the
Nazard` cl�assificati"an. lihere there '1's a -possibility' fdr fossF of-1 ffe or
major property damage from a dam failure, an approved breach routing ;
procedure is to be used. (Consult with the area engineer.),
Hazard classifications of dams are made by'evaluating the possibility
for loss of life and the extent of damage that would result if the dam
..' sit qt i+suddenly- breach -that is --a section- of •the dam be suddenly and
,c6#geteTy mashed out. It is to be, .assumed that a wall of water will be
released equal t.o:.he height .of .the 'dam. This ,flood wave will be reduced
,in )�ig�it as it :moves down the flood plain. The wave height (depth of -
f1aod4ng) should- be-.eiia bated for a-suff-it•ient distance. downs tream.-unt1.l
_. .—the 'estimated flood level will not cause significant damage to improvements.
- such -as • llamas , dings; -ems -d 444t-4es;- reser of rs,- etc. The breach
---flood level:will be reduced depending on the valley storage, slope,and
`=
opemss -of-tire flood pi-ain; howeret; in - a -narrow steep .-val.1ey-elopes ---.._ -�7'-
.__-_steeper than IO%_should be given special consideration. One method of '
.-evalnation-fs-- to- empam avaiTable-iialley- 4tohage tender flood conditions)
__ tC imPoWMk nt storage. (figured to the top'of the- dam) for each reach. -
--evafaatad•-Klth -Judgmeft.t-.,estimate-- of- A flo6d•4mw'e.-height-at
__-critical points downstream.
_Should there be - any questions about the hazard classification for a dam,
�--- -the -area engineer should be consulted before -making design-.comaitiments_-:-.

OPERATION AND MAINTENANCE PLAN
------------------------------
This lagoon is designed for waste treatment (permanent storage) with
min. odor control. The time required for the planned fluid level to be
reached (permanent + temporary storage) may vary due to soil conditions
flushing operations, and the amount of fresh water added to the system.
The designed 6 months temporary storage is an estimated volume
based on: 1) waste from animals; 2) excess rainfall after evaporation;
and 3) the largest 24 hour (one day) rainfall that occurs on the
average of once every 25 years. The volume of waste generated from
a given number of animals will be fairly constant throughout the year
and from year to year. This estimate is based on 7 inches of excess
rainfall which is equal to or exceeds the highest 6 months excess in
a year. The average annual excess rainfall is approximately 8 inches.
Therefore, an average of 8 inches of excess rainfall will need to be
pumped each year. The 25 year rainfall will not be a factor to consider
in an annual pumping cycle, but this storage volume must always be
available. A maximum elevation is determined in each design to begin
pumping and this is usually the outlet invert of pipe(s) from
building(s). If the outlet pipe is not installed on the elevation to
begin pumping, a permanent marker must be installed on this elevation
to indicate when pumping should begin. An elevation must be established
to stop pumping to maintain minimum treatment depth (6 feet).
Pumping can be started or stopped at any time between these two
elevations for operating convenience as site conditions permit, such as
weather, soils, crop, and equipment in order to apply waste without
runoff or leaching.
Land application of waste water is recognized as an acceptable
method of disposal. Methods of application include solid set,
center pivot, guns, and traveling gun irrigation. care should be
taken when applying waste to prevent damage to crops.
The following items are to be carried out:
1. It is strongly recommended that the treatment lagoon be pre -
charged to 1/2 its capacity to prevent excessive odors during
start-up. Pre -charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors.Solids should be
covered with effluent at all times. When precharging is complete,
• flush buildings with recycled lagoon liquid. Fresh water should not
be used for flushing after initial filling.
2. The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see attachment)
before land application.
3. Begin pump -out of the lagoon when fluid level reaches eleva-
tion 49.2 as marked by permanent marker. Stop pump -out when
the fluid level reaches elevation 47.2 or before the fluid depth is
less than 6 feet deep (this prevents the loss of favorable
bacteria). The design temporary storage, less 25 year storm
is 47334 cubic feet or 354057 gallons. As stated before, this
volume will vary considerably from year to year.
0

U,
4. The recommended maximum amount to apply per irrigation is
one (1) inch and the recommended maximum application rate is 0.3
inch per hour.
5. Keep vegetation on the embankment and areas adjacent to the
lagoon mowed annually. vegetation should be fertilized as needed
to maintain a vigorous stand.
6. Repair any eroded areas or areas damaged by rodents and
establish in vegetation.
• 7. All surface runoff is to be diverted from the lagoon to stable
outlets.
8. Keep a minimum of 25 feet of grass vegetated buffer around
waste utilization fields adjacent to perennial streams. Waste will
not be applied in open ditches. Do not pump within 200 feet of a
residence or within 100 feet of a well.
9. The Clean Water Act of 1977 prohibits the discharge of
pollutants into waters of the United States. The Department of
Environment, Health, and Natural Resources, Division of Environ-
mental Management, has the responsibility for enforcing this law.
E
U
•
i
•
•
I•
C]

C7
•
•
U
•
U
•
•
SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
----------------------------------------------------------
Clearing:
All trees and brush shall be removed from the construction area
before any excavating or fill is started. Stumps will be removed
within the area of the foundation of the embankment and fill areas
and all excavated areas. All stumps and roots exceeding one (1)
inch in diameter shall be removed to a minimum depth of one (1)
foot. Satisfactory disposition will be made of all debris. The
foundation area shall be loosened thoroughly before placement of
embankment material. Lagoon site (and pad site if needed) to be
stripped of.topsoil (311) and stockpiled for use on dike and pad
slopes (2-311). The topsoiling quantity is in excess of amounts
specified on page one (1).
Cut-off Trench:
---------------
A cut-off trench (when specified) shall be installed as shown in
the plans.
Construction:
-------------
Construction of excavated and earthfill areas shall be performed to
the neat lines and grades as planned. Deviations from this will
require prior approval of the SCS. Earthfill shall be placed in
max. of 5" lifts and not placed in standing water. Compaction shall be
performed by the construction equipment or sheeps-foot roller during
placement. The embankment of the lagoon shall be installed using
the more impervious materials. Construction of fill heights shall
include ten (10) percent for settlement. To protect against seepage,
when areas of unsuitable material are encountered, they will need to
be excavated a minimum of t below grade and backfilled and
compacted with a SCS approved m terial (ie-CL,SC,CH). Refer to the soil
investigation information in the lans for special considerations.
Precautions should be taken durin construction to prevent excessive
erosion and sedimentation. j
Vegetation:
All exposed embankment
seeded to the planned
construction according
and other bare constructed
type of vegetation as soon
to seeding specifications
a 'T %1/ f'1 . 7
areas shall be
as possible after
sheet.
0

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

�y �c ckoss SP-e- jply 'VIEW D Ir 4� DAP-- nTOG�8- UAIS-00a
p I-T
{3 o'TT 4 N1 D r- S u Uu ih
eLrr_V 1
'YoT R L. Dc-31 (i N
l--DAFiRW-=VnENT BLDQ,
' �rN15�t�D Fi00R EI�V,
Tcp i>F PAD ZIEV.
1-11-4
e" PIPE
-gvi�wr
/ TOP oI` blKE
5,5, 3. D : I
1NUERt o� QOl115,6,
� i�E�twtENT q,
Sv�pGR't �AGop N
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�--�� :•►; die-/ ,,.� �LQ e:N a N' i 1��T u G `-� kVL ILN �:a
AVAT f�- 0,1 1%T-
��L�
0M P,e-Ta f7 w +r+-+

j
f
18.ee
46. 80
Plot of all data far the surface:
Existing
Project: PORK PARTNERS
Drawing; 3552 NURSERY ADDITION
Number:
Location:
Bid Data:
Engineer:
Owner:
Estimator:
Prepared by: using Sitswork

Orientation: -45.0
2 Magnification: 12.9
Inclination: 28.9
IU1111
1,�11111111�I11�
1��1�
Ih1111
`�r � ill
42.
48.
Lower Left
i
3D Mesh Surface
Balanced
Project: PORK PARTNERS
Drawing: 3552 NURSERY ADDITION
Number:
Location:
Bid Date:
Engineer:
Owner:
Estimator:
Prepared by: using Sitawork
3D Mesh Surface

,.....
................. ................ se ea
..
------
..................
.............. o
.
ae. a
..........................
:
¢oTTpW\
Q1'
1'A
i�fl
40.SQ
6a BB
i 51MG
............ . e
/
._.. ... cis .......................••
0.82
a Sd
0.82
Dauliaht PeAkroffiter
Plot of all data for the surface:
Proposed
Project: PORK PARTNERS
Drawing: 3662 NURSERY ADDITION
Number:
Location:
Bid Data:
Engineer:
Owner:
Estimator:
Prepared by: using Sitework

• • • • • • • • • • •
6e.88
4e.88
4e.88
56.
DaWlight he
se ea
4e.88
a\
so Be
. eta. Be
72
Plot of the sloping lines for the surface:
Proposed
Project: PORK PARTNERS
Drawing: 3652 NURSERY ADDITION
Number:
Location:
Sid Data:
Engineer:
Owner:
Estimator:
Prepared bg: using Sitswork
. sa
0.82

............................... ........
................ ------------
.. ........
...... ....
..........
............
............
O ....... D.L.Ke-.-
.............
........... I ... ............ .. ......
Daylight er
Plot of the contour data for the surface:
Proposed
Project: PORK PARTNERS
Drawing: 3552 NURSERY ADDITION
Number:
Location:
Bid Onto;
Engineer:
Owner:
Estimator:
L— Prepared bW: using Sitawork
0.88

Surfacef
Propo:L.ad
Existing
Tight Volumes
cut: 6087.52
Fill: 6978.43
Difference:-890.91
All volumes are in cubic yards.
Expansion (%) Expanded Volumes
0.00 6087.52
20.00 8P74.11
Net Import: 2286.59
Grid cell size: 5.98 by 5.97
Original scale: 100.00ft/in
Project: PORK PARTNERS
Drawing: 3552 NURSERY ADDITION
Number:
Location:
Bid Date:
Engineer:
owner:
Estimator:
Prepared by: using Sitework

E
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62. ee
So. ee
46.00
i
44.00
42.00
Aa a&
Proposed
I.. .................. ............. ........... .. ...... ....... ................. ........... ................. .................... .................. ........................... .......... ........ ...... ......... .............. ....................
Existin
I Bmiahced
............ ..... ...... ....... ... . .. ......... ....... ............. .................... .... . ............... . . . . .......................................................................... ............ .............. .............. ...... ............. .............
................. .. ............. ................ ...... .......... ... ............ .................................................. ............................. ......... ........................................... ............ ......
... .... .... . ..... ........... . .. .... .......................................
........ ............... ... ......................... ..... ......... .. ..... .................................... .............. .............................................
.............. ......... ... . ...... ....... ....... ... ... ........ ........... ................. ..... ......... ........ ..................... ...... ............... ........ .................... ........ . ...................
ti
.. ........
(235. -?1, 641 . 2-7
PORK PARTNERS: 3652 NURSERY ADDITION
(374.76)
(297.82,171.69)
07 MAR 94 9:53 PM

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- - -' ----- . 7i

•
•
•
U,IIA SOIL CUNSEXVATIUN SERVICE
FINAL CONSTRUCTION CHECK AND CERTIFICATION
FOR ANIMAL WASTE TREATMENT LAGOON (359)
NAME FORK Ff LwrN S2,5
.LOCATION _€ate,- S�Dc� a '.„. ��-ti:�o1T MILE,... �. nlc Z►�
g Y P A �a }4Rou ncD BL.� �� � C11cs
SIZE OF OPERATION 35V, / 7ia4 TarxL� _ FARROW TO FEEDER
_ FARROW TO FINISH
FARROW TO WEAN
CONTRACTING COMPANY 0.4Ze ([. S FEEDER TO FINISH
WEAN TO FEEDER
OTHER
DESIGN DATA AND CONSTRUCTION CHECK DATA -
TBM ELEVATION 5/: 48 -- FEET
- - -
AS DESIGNED (OR'& t)q-;
AS BUILT
INSIDE TIOP DIMENSION
2,35 x 15 S iA✓6,
�3Z x /$o C,4146)
DIKE TOP WIDTH
TOP OF DIKE •. _ - -
-- Sa ,g
BOTTOM OF LAGOON
-.-
INSIDE SIDESLOPE
OUTSIDE SIDESLOPE
3
3:
PIPE INVERT _.
•¢9.�
.....g`:�
CLAY LINER/CORE TRENCH
= 1•
4 5"
• HAS LAGOON BEEN SEEDED TO PERMANENT VEGETATION YES / NO.
DOES LAGOON MEET SCS MINIMUM STANDARDS AND SPECIFICATIONS FOR
WASTE TREATMENT LAGOONS AS OUTLINED IN PRACTICE CODE 359?
• YES NO
COMMENTS
SIGNATURE `�Q _ TITLE . DATE
0

Ott.�y:,� �• a t �� ,; �" t',�'_•#""'+'k ''k git� .w�sS�K�r r�� e,��=���4� �, rid^•':sf .' '
• � � : ; t '. i � i `ii i, IaM ►tFR,F:.*E' T',y1'I�YA� +'•:'i � '��.",�•„�? MI1 •.e�� �..4 :,�r� i! � �t��y'• ,r - .

S&ME INC.
ID:919-876-3958 MAY 05'97 9:59 No.001 P.02
•
.^0 a E^,PIEAHILITT WORKSMOT
MAY 05 PAGES 0"M
_
ASTM D5484 t'WMD (C)
TEST CELL#
JOB :9' SOE XAHR &L co l6X_
DATE TESTED
SAMPLEN EORI!�'Gx DEPTH TESTED BY&,d,� _
SOIL DESCRIc TION 1
,.j -5m ,.�
REMOLDED { ) UNDISTURBED
REMOLD DATA:
i >O ky 3Pp, 0-r,.,C__q_
OF SAMPLE r3 r
MOLD NO.
K;:bLZ 46--1
LZXG►H OF SAMPLE, -10 cr.
•
PROCTOR DATA:
DI s . OF SAMPLE
MDD . PCF)
{
OF':. t;01 S :�G"
AREA OF SAMPLE � 0 ►�?1—sc. c
SAMPLE DATA t
F TN L .�', A TURAT I ON (%) wg
% OF MDD. 'e
+ OPT. MOIST.
•
------------------
----------------- ---------------- -----------------
MOISTURE COt:TEA'TSt
1NITIAL MOIST. ADJUSTEL-
MOIST. MOIST.
WET SOIL TARE 1 °1
DRY SOIL _ '_ARE (
LT. TARETARE
,.
PERCENT MOISTURE:
-----------------------------------
-Z--------------
TES': DATA;
---------r---------
INITIAL FINAL
HV2
ELAPSED HVXHcl
g,/f;I RATIO {i) (K)
•
TIME:- TIME.
/sec. /HC2
OUT/I.T H.G. VALUE_
1 : �!": is : p
L(�i 3�?�� ►5�'il�
� � �' J .. � 'A
3 �.��- ''f D��
4
6:
lot-
•
NOTES:

•
•
WASTE UMIZATION PLAN
REQUIRED SPECIFICATIONS
1. Animal waste shall not reach SnT:a= waters of the start by runoff drift, manmade conveyances, direct application, or
di mx 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 a notarized agreement for use of
actuate land an which to properly apply the waste. If the producer does not own adequate land to properly dispose of
waste, helshe shall provide a copy of a notarized 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 excced, 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. Actual yields may be used in lieu of realistic yield tables at the
discretion of the planner.
•
4. Animal waste shall be applied on Iand eroding less than 5 tons per acre per year. Waste may be applied to land that is
eroding at more than 5 tons but less than 10 tons per acre per year providing grass filter strips are installed where
nmoff leaves the field. (See FOTG Standard 393-Filter Strips)
5. Odors taxi be reduced by injecting the waste or disidng after waste application_ Waste should not be applied when there
is danger of drift from the irrigation field.
G. When anima] 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 and flies.
8. Animal waste shall not be applied to saturated soils, during rainfall events, or when the surface is frozen.
9. Animal waste should be applied on actively growing crops in such a manner that the crop is not covered with waste to
depth that would prohibit 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 a crop or forages brealdng
• dormancy..
11. Any new swine facility sited an 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.
•
NRCS, NC
• JUNE, 1996

•
WASTE Trrr IZ TION PLAN
REQL'IRF.i7 SPECIFICATIONS
(continued)
Animal waste other than swine waste from facilities sited on or after October 1, 1995, shall not be applied closer than
25 feet to surface water. This distan= may be reduced for waters that are not perennial provided adequate vegetative
Eater strips are present (See Standard 393 - Filter Strips).
12. Animal waste shall not be applied closer than 100 feet from wells.
13. Animal waste shall not be applied closer than 200 feet of dwellings other than those owned by landowner.
0 14. Waste shall be applied in a manner not to reach other property and public right-of-ways.
15. Animals waste shall not be discharged into surface waters, drainageways or wetlands by a discharge or by over -
spraying. Animal waste may be applied to prior convened cropland provided it has becn approved as a land
applications site by a "technical specialist". Animal waste applied on grassed waterways shall be at agronomic rates
49 and in a manner that causes no runoff or drift from the site.
16. Domestic and industrial waste from washdown facilities, showers, toilets, sinks, etc., shall not be discharged into the
animal waste management system.
17. A protective cover of appropriate vegetation will be established on all disturbed areas (lagoon embankments, berms,
pipe rugs, 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
aceGssrble. Lagoon berms and structures should be inspected regularly for evidence of erosion, leakage, or discharge.
18. If animal production at the bcMty is terminated, the owner is responsible for obtaining and irnplementing a "closure
plan" which will eliminate the possibility of an illegal discharge, pollution and erosion.
* 19. Waste handling structures, piping, pumps, reeis, etc., should be inspected on a regular basis to prevent breakdowns,
leaks, and spills. A regular maintenance checklist should be kept on site.
20. Animal waste can be used in a rotation that includes vegetables and other crops for direct human consumption.
However, if animal waste is used on crops for direct human consumption it should only be applied preplant with no
further applications of animal waste during the crop season.
21. Highly visible permanent markers shall be installed to mark the top and bortom 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 ma.�dmum storage volume for waste storage ponds.
22. Soil tests shall be made every two years and a liquid waste analysis be taken at least twice each year consistent with
waste utilization plan. Poultry litter shall be tested prior to application. Soil and waste analysis records shall be kept
for five years.
23. Dead animals will be disposed of in a manner that meets NC regulations.
E
MRCS, NC
TUNE, 1991

North Carolina Agricultural Extension Service
Agri -Waste Management
Biological and .agricultural Engineering North Carolina State Universitv
LIVESTOCK WASTE SAMPLING, ANALYSIS AND CALCULATION
OF LAND APPLICATION RATES
James C. Barker*
1. SAMPLE COLLECTION
A Semi -Solid Lot Manure
i. Scraped directly from lot into spreader
a) From loaded spreader, collect about 2 lbs of manure from different locations using
nonmetallic collectors.
ii. From Storage
a) Collect about 2 Ibs of manure from under the surface crust avoiding bedding materials and
40 using nonmetallic collectors
B. Liquid Manure Slurry
i. Under -slotted -floor pit
• a) Extend a ''/2" nonmetallic conduit open on both ends into manure to pit floor.
b) Seal upper end of conduit (e.g., by placing a thumb over end of conduit) trapping manure
that has entered lower end, remove and empty slurry into plastic bucket or nonmetallic
container.
c) Take subsamples from 5 or more locations or at least 1 quart.
d) Mix and add about'/, pint to nonmetallic sample container.
ii. Exterior storage basin or tank
a) Make sure manure has been well mixed with a liquid manure chopper -agitator
pump or propeller agitator.
b) Take subsamples from about 5 pit locations, from agitator pump or from manure spreader
and place in a plastic bucket.
* Professor and Extension Specialist, Biological and Agricultural Engineering
Department, North Carolina State University, Raleigh, NC

•
•
•
U. SAMPLE PREPARATION AND TRANSFER
A. Place sample into an expandable container that can be sealed Rinse residues from container with
clean water but do not use disinfectants, soaps, or treat in any other way.
B. Pack sample in ice, refrigerate, freeze, or transfer to lab quickly.
C. Hand -delivery is most reliable way of sample transfer.
D. If mailed, protect sample container with packing material such as newspaper, box or package with
wrapping paper, and tape.
E. Commercial sample containers and mailers are also available, Contacts:
1. A& L Eastern Agricultural Lab, Inc
7621 Whitepine Road
Richmond, VA 23237
Ph: [phone]
2. Fisher Scientific Co.
• 3315 Winton Road
Raleigh, NC 27604
Ph: [phone]
C:
U,
11
•
3. Polyfaam Packers Corp.
2320 S. Foster Avenue
Wheeling, IL 60090
Ph: [phone]
4. NASCO
901 Janesville Avenue
Fort Atkinson, WI 53538
Ph: [phone]
F. Private analytical labs are available, but sample analyses are costly.
G. The NCDA provides this service for North Carolina residents.
i. Address: North Carolina Department of Agriculture
ii. Agronomic Division
PlantlWastelSolution Advisory Section
Blue Ridge Road Center
P. O. Box 27647
Raleigh, NC 27611
Ph: [phone]
Attn: Dr. Ray Campbell
iii. Forward $4 along with the sample
iv. Include the following identification information with sample:
a) Livestock species (dairy, swine, turkey, etc.)
b) Livestock usage (swine -nursery, finishing, turkey -breeders, brooderhouse, grower, number
flocks grown on litter, etc.)
c) Waste type (dairy -lot scraped manure, liquid slurry; swine -pit slurry, lagoon liquid, sludge;
broiler -house litter, stockpile)
v. Routine analyses performed on all samples: N, P, K, Ca, hlg, Ma, S, Fe, Mn, Zn, 04 B
vi. Additional analyses performed upon request: DM, Mo, Cd, Ni, Pb
17,

•
• EMERGENCY ACTION PLAN
PHONE NUMBERS
DW_ 1
Q ebb
EMERGENCY MA1N�lAGEMENT SYSTEM.
• SWCD 910 -a 6 a, - 3
NRCS - ' b3-- 3
This plan will be implemented in the event that wastes from your operation are leaking,
• - overflowing, or running off site. You should not wait until wastes reach surface waters or
leave your property to consider that you have a problem. You should make every effort to
ensure that this does not happen. This plan should be posted in an accessible location for
all employees at the facility. The following are some action items you should take.
• 1. Stop the release of wastes. Depending on the situation, this may or may not be
possible. Su;Bested responses to some possible problems are listed below.
A. Lagoon overflow -possible solutions are:
• a. Add soil to berm to increase elevation of dam.
b. Pump wastes to fields at an acceptable rate.
c. Stop all flows to the lagoon immediately.
d. Call a pumping contractor.
e. Make sure no surface water is entering lagoon.
• B: Runoff from waste application field -actions include:
a. Immediately stop waste application.
b. Create a temporary diversion to contain waste.
c. Incorporate waste to reduce runoff.
d. Evaluate and eliminate the reason(s) that caused the runoff.
•
e. Evaluate the application rates for the fields where runoff occurred.
C: Leakage from the waste pipes and sprinklers -action include:
• a. Stop recycle pump.
b. Stop irrigation pump.
c. Close valves to eliminate further discharge.
d. Repair all leaks prior to restarting pumps.
I• D: Leakage from flush systems, houses. solid separators -action include:
a. Stop recycle pump.
b. Stop irritation pump.
c. Make sure no siphon occurs.
d. Stop all flows in the house, flush systems, or solid separators.
1 December 18, 1996

[1
•
e. Repair all leaks prior to restarting pumps.
E: Leakage from base or sidewall of lagoon. Often this is seepage as opposed to
flowing leaks- possible action:
a. Dig a small sump or ditch away from the embankment to catch all seepage,
put in a submersible pump, and pump back to lagoon.
b. If holes are caused by burrowing animals, trap or remove animals and fill
holes and compact with a clay type soil.
c. Have a professional evaluate the condition of the side walls and lagoon
bottom as soon as possible.
•
2. Assess the extent of the spill and note any obvious damages.
a.
Did the waste reach any surface waters?
b.
Approximately how much was released and for what duration?
•
c.
Any damage noted, such as employee injury, fish kills, or property damage?
d.
Did the spill leave the property?
e.
Does the spill have the potential to reach surface waters?
f.
CouId a future rain event cause the spill to reach surface waters?
g.
Are potable water wells in danger (either on or off of the property)?
h.
How much reached surface waters?
•
3: Contact appropriate agencies.
a.
During normal business hours, call your DWQ (Division of Water Quality)
regional office, Phone - - After hours, emergency number. 919-733-3942.
Your phone call should include: your name, facility, telephone number, the details
of the incident from item 2 above, the exact location of the facility, the location or
direction of movement of the spill, weather and wind conditions. The corrective
measures that have been under taken, and the seriousness of the situation.
b.
If spill leaves property or enters surface waters, call local EMS Phone number -
•
c.
Instruct EMS to contact local Health Department.
d.
Contact CES, phone number - , local SWCD office phone number
and local MRCS office for advice/technical assistance phone number - -
4: If none of the above works tali 911 or the Sheriffs Department and explain your
problem to them and ask that person to contact the proper agencies for you.
5: Contact the contractor of your choice to begin repair of problem to minimize off -site
damage.
• a. Contractors Name: Z,AAV.00d
b. Contractors address: r 1 A;M e - a,2-:�4 D
c. Contractors Phone:
2 December 18. 1996

•
6: Contact the technical specialist who certified the lagoon (NRC5, Consulting
Engineer, etc.)
• a. Name: �'•
b. Phone: q 1 - 1 1 IL
7: Implement procedures as advised by DWQ and technical assistance agencies to
• rectify the damage, repair the system, and reassess the waste management plan to
keep problems with release of wastes from happening again.
•
•
•
•
•
•
•
• 3 December 18, I996

L
s
•
C
•
•
•
•
KEEP THIS WITH YOUR CERTIFICATION AND OTHER WASTE
MANAGEMENT RECORDS
Before the end of 1996, all Carroll's company farms and grower
farms will have a new addition in their waste treatment lagoons
a LIQIIID LEVEL INDICATOR. Though simple in design, this tool
will go a long way in assisting all of us to better manage the
liquid level in our lagoons.
1. SHOW THE MAXIMUM LIQIIID LEVEL (this is the top pipe and is
located below the 1 foot freeboard and 25 year 24 hour storm).
The newer indicators are painted red down to the maximum
liquid level. If the liquid is in the RED, the farm is out of
compliance.
2. SHOW THE HALFWAY POINT (this is the middle pipe and is 1 foot
below the maximum level and 1 foot above the minimum or stop
pumping level). Waste management operators are encouraged to
utilize this level for pumping during the spring and summer
months. This will allow extra storage for periods of wet
weather or extremely heavy rains.
3. SHOW THE MINIMUM LEVEL (stop pumping). This pipe will be 2
feet below the start pumping elevation for most lagoons.
Irrigating below this level will reduce waste treatment
and can result in odors and less breakdown of solids. It is
strongly recommended that all farms be at this level when
going into the winter months.
Like many other management tools, the liquid level indicator is
no better than the person who uses it. If even one spill can be
prevented, this effort will be worthwhile for the industry.
MAXIMUM LIQUID LEVEL START PUMPING
HALFWAY LIQUID LEVEL USE THIS LEVEL FOR BEST MANAGEME
MINIMUM LIQUID LEVEL STOP PUMPING

• • • • i • • A • • •
Swine Farm Waste Management Odor Control Checklist
Source Cause BMPa to Minimize Odor Site Specific Practices
Farmstead • Swine production Vygetative or wooded buffers;
B e mmended best management practices;
B' Good judgment and common sense
Animal body surfaces • Dirty manure -covered animals Er'Pry floors
Floor surfaces • Wet manure -covered floors Or tied floors;
;_-Zterers located over slotted floors-,
❑ FF ders at high end of solid floors;
lg" Scrape manure buildup from floors;
❑ U_pderfloor ventilation for drying
Manure collection pits • Urine; M- Frequent manure removal by gush, pit recharge,
• Partial microbial decomposition or scrape;
❑ Underfloor ventilation
- - - -- -
Ventilation exhaust fans • Volatile gases; m Fin maintenance;
Dust 63 Efficient air movement
Indoor surfaces • Dust 0 Washdown between groups of animals;
❑ Feed additives;
❑ Feeder covers;
❑ Feed delivery downspout extenders to feeder
covers
Flush tanks • Agitation of recycled lagoon ❑ Flush tank covers;
liquid while tanks are filling ❑ Extend fill lines to near bottom of tanks with
anti -siphon vents
Flush alleys • Agitation during wastewater ❑ Underfloor flush with underfloor ventilation
conveyance
Pit recharge points • Agitation of recycled lagoon ❑ Extend recharge lines to near bottom of pits
liquid while pits are filling with anti -siphon vents
Lift stations • Agitation during sump tank ❑ Sump tank covers
filling and drawdown
Outside drain collection • Agitation during wastewater ❑ Box covers
or junction boxes conveyance
AMOC - November 11, 1996. Page 3

• • • • ! • • • • • •
Insect Control Checklist for Animal Operations
Source _ Cause _ _ BMPs to Control Insects Site Specific Practices
Liquid Systems
Flush Gutters • Accumulation of solids Flush system is designed and operated
sufficiently to remove accumulated solids from
mutters as designed.
ID' Remove bridging of accumulated solids at
discharge
Lagoons and'Pits • Crusted Solids El Maintain lagoons, senling basins and pits where
pest breeding is apparent to minimize the
crusting of solids to a depth of no more than 6 -
li inches over more than 301/9 of surface.
Excessive Vegetative • Decaying vegetation EY, Maintain vegetative control along banks of
Growth lagoons and other impoundments to prevent
accumulation of decaying vegetative matter
along watees edge on impoundment's perimeter.
Feeders • Feed Spillage IIYDesign, operate and maintain feed systems (e.g.,
bunkers and troughs) to minimize die
cumulation of decaying wastage.
fD-Clean up spillage on a routine basis (e.g., 7 - 10
day interval during summer; 15-30 day interval
during winter).
Feed Storage Accumulations of feed residues Reduce moisture accumulation within and
around immediate perimeter of feed storage
areas by insuring drainage away from site
and/or providing adequate containment (e.g.,
covered bin for brewces grain and similar high
/�oisture grain products).
M inspect for and remove or break up accumulated
solids in filter strips around feed storage as
needed.
AM' - - November 11, 1996, Page I

•
Mortality Management Methods
(check which methods) are being implemented)
•
❑ Burial three feet beneath the surface of the ground within 24 hours after
knowledge of the death. The burial must be at least 300 feet from any flowing
stream or public body of water.
Rendering at a rendering plant licensed under G.S.106-168.7
❑ Complete incineration
❑ In the case of dead poultry only, placing in a disposal pit of a size and design
approved by the Department of Agriculture
•
❑ Any method which in the professional opinion of the State Veterinarian would
make possible the salvage of part of a dead animal's value without endangering
human or animal health. (Written approval of the State Veterinarian must be
attached)
C
•
•
•
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CARROLL'S FOODS, INC.
P. 0. Drawer 856
• WARSAW, NORTH CAROLINA 28398
• ACILITY DESIGN AND
WASTE MANAGEMENT PLAN
•
FARM NAME OR NUMBER WILLIAM & DON BUTLER NURSERY
•
FARM DESCRIPTION 3552 HEAD OFF SITE NURSERY
LOCATION ROUTE 3 BOX 186
BLADENBORO, N.C.
'CAUT10N: CHEM FCR UNDERGROUND AND OVERHEAD
UT)WTO D ORE BEGIMNING CONSTRUCTION
COMPANY FARM ]ao r
CONTRACT GROWER YES
•
•

•
W;LST2 XANAr_=``M PLAY C3R_I?=:XT_0H FOR E :=5':C_iG P22= +T5
Please rat*4rthe c=plated fort to the Divisio= of Xa;aresaa:.t at
the address oa the reverse aide of thin fors.
Fume of farm (Please print) : NARTNags
Mailing Ad dress : ROAD
L ( wire.&_ AI. e • 2.9632.9 - Phone No.. 7 Z)
Count (of farce) :_ L,aDffN
=ate location: Latitude and Longitude.Z$ M 'ILI/j¢',$' " (regaired) Also,
please attach a copy of a county road map with location identified.
T`zpe of operation (swine, layer, dairy, art:.) : SwItAK
Design capacity (number of animals):
Average -size of operation (I2 month population avg.) 3 &tu _
Average acreage needed for land application of waste (acres):,�r� -,
asaaaaaasaaaaaa�aaasaaaasrssasaasaasssa�aaa:sasaaaysaaasazssaaassaaaasaaaaaasaa
Tee�i caI Spacia,iat Cartiticatioa
As a technical specialist designated by the North Carolina Soil and water
Conservation Commission pursuant to I5A NCAC 6F '.0005, I certify that the
existing animal waste management system for the farm named above has an animal
w4ata riiaiiaga;iten rdlan tiZt waet= th= Cp.n-_.,_., _-n ...--in`ena_nce s tandaras
specifications of the Division of Environmental Management and the USDA -So_=
Conservation. Service and/or the North Carolina Soil and Water Conservaticn
Corrmissior. pursuant to 15A NCAC 2H.0217 and 15A NCAC 6F .0001-.00054. 'Lhe
`ollcw_.ng elements and their corresponding minimum criteria have been verified
by me or other designated technical spec:3plan as
and are included in the plaas
applicaale. minimum separations (buffers) ; adecuata quantity and amount of land
for waste utilization (or use of third party); access or ownership of proper
waste application equipment; schedule for timing of applications; application
rates; loading rates; and the control of the discharge of pollutants from
szarmwater runoff events less severe than the 25-year, 24-hour stc=.
Ha=a of Tec,rical Specialiat (Please Print):_ aN
Affiliation ,.7&. - ,--
Add: ess AO. PRAW62 8S40 A&AUs[% /1%C .Z .JU Phone No 00
Signature . - Date: .51
saaasaasasaaaassasssssatssasaasssasasaasasaaassaaaaaaaasasnaasaaaaasba�
Oweer/iiaaaQar Ayraemaat
(we) understand the operation and maintenance procedures established in the
approved animal waste management plar. for the fa_^m named above and will imp.lemer__
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 Envirc=ental
Management 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 either directly chrough a man-made conveyance or through rut:ul'i Lora d
storm event less severe than the 25-year, 24-hour storm. The approved plan will
be filed at the farm and at the office of the local Soil and Water Conservation
District.
N=e of Law4 Ow--& (Please Print) : Dek 71clTL6R
Signature:
Date. `-' 3y-1L
H=a a, Masage=, if different from owner (?lease print):
S _snazu e :
Date:
• =2 A charge in land ownership requires notification or a new ce_mificazicn
(i; the approved plan is changed) within 60 days of a,title transfer. -
DUI USE ONLY: ACE#

•
•
TABLE OF COHTEUTS
Vicinity Map ..............................................
I
ASCSField Map .................................... 4.......
2
Soils Map .................................................
3
Soil Investigation Worksheet ..............................
4
Waste Treatment Plan ......................................
5
Waste Utilization Plan ....................................
6
Operation and Maintenance Plan ............................
7
Construction Specifications For Lagoon .0....4.............
8
Seeding Plan (Farm Site) ..... ..............................
9
Computer Drawing of Existing Ground .......................10
Existing Elevations .......... ....... ......................
1'I
Lagoon Cross Section Diagram ............. to ...............
12
Computer Drawing of Proposed Lagoon & Building Pad ........13
Site Balance Report ............ .......... .,.,..............
14
Computer Drawing - All Data - Proposed ....................15
Computer Drawing - Contour Lines ..........................16
Computer Drawing - Sloping Lines ..........................17
Computer Drawing - Blov-up of Lagoon Corner ...............is
Building Pad Elevations ............ ......................19
Computer Cross Section -. Existing - Proposed - Balanced ...20
•
Facility Overlaid on Existing Togo Map ............. .......21
•
•
•
•
•

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TYPES OF, MATERIAL ENCOUNTERED 01 BORINGS
... (Use one of systems below)
UNIFIED CLASSIFICATION . • •
USDA •CLASSIFICATION
GW-Well graded gravels; gravel, sand mix
GF - Poorly graded gravels
s - nand
GM - SiIty gravels: ®ravel -sand -silt mix:
vfa -very tine send
GC -Clayey gravels; gravel -sand -clay six
*I -sandy loam
SW-Wall'graded sends; sand -grovel affix :'}~.'
fsl-fine sandy loam
SP - Poorly graded sands
I - loam :; .
5M-Silty sand,
gl-gravelly loam --
SC -Clayey sands; sand -clay mixtures
si-silt
ML - Silts; silty, v. fine sands; sandy at clayey silt
sit -silt loam
CL-Clays of low to medium plasticity
el_Clay ioew
CH - Inoigsnic clays of high plasticity ' '
sicl - xilty-clay loam' --
MH-Etastic silts i... '
scl -sandy, clay Io tm
.,._.
OL-Organic silts and`silty clays, low plasticity
aiG-Silty clay` -
- OH - Organic clays, medium to high plasticity
a =clay_
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. Operator:DON 6 WILLIAM BUTLCounty: BLADEN Date: 07/07/92
Distance to nearest residence (other than owner): 850.0 feet
1. STEADY STATE LIVE WEIGHT
. 0 sows (farrow to finish) x 1417 lbs. = 0 lbs
0 sows (farrow to feeder) x 522 lbs. a 0 lbs
0 head (finishing only) x 135 lbs. 0 lbs
0 sows (farrow to wean) x 433 lbs. 0 lbs
3552 head (wean to feeder) x 30 lbs. = 106560 lbs
• TOTAL STEADY STATE LIVE WEIGHT (SSLW) 3 106560 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume - 106560 lbs. SSLW x Treatment Volume(CF)/lb. SSLW
Treatment Volume(CF)/lb. SSLW-. 1.CF/lb. SSLW
r Volume - 106560 cubic feet
... STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume - 0.0 cubic feet ; "Owner requests no sludge storage.
Sludge will be removed as needed."
4. TOTAL DESIGN VOLUME Lj wn�
Inside top length 210-D feel Inside top width 130.0 feet.
Top of dike at elevation 50.6 feet
Freeboard 1.0 feet ; Side slopes 2.5 : 1 (Inside lagoon)
Total design lagoon liquid level at elevation 49.6 feet
Bottom of lagoon elevation 40.6 feet
seasonal high water table elevation 0.0 feet
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDEI SS/SIDE2 LENGTH WIDTH DEPTH
2.5 2.5 2.5 2.5 205.0 125.0 9.0
AREA OF TOP
LENGTH * WIDTH =
205.0 125.0 25625.0 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
160.0 80.0 12800.0 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4

182.5 102.5 74825.0 (AREA OF MIDSECTION * 4)
CU. FT. = AAREA TOP + (4*AREA MIDSECTION) + AREA BOTTOMO + DEPTH/6
25625.0 74825.0 12800.0 1.5
. VOLUME OF LAGOON AT TOTAL DESIGN LIQUID LEVEL - 169875 CU. FT.
• S. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA.
Lagoon (top of dike)
Length * width b
210.0 130.0 27300.0 square feet
Buildings (roof and lot water)
• , Length * Width
0.0 0.0 0.0 square feet
TOTAL DA 27300.0 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Approximate daily production of manure in CF/LB SSLW. 0.00136
Volume a 106560 Lbs. SSLW * CF of Waste/Lb./Day * 180 days
• Volume - 26023 cubic feet
5B. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
. the lagoon water are accounted for in 5A.
Volume a 0.0 gallons/day * 180 days storage/7.48 gallons
per CF
Volume a 0.0 cubic feet
. 5C. Volume of rainfall in excess of evaporation
Use period of.time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall 7.0 inches
Volume n 7.0 in * DA / 12 inches per foot

Volume = 15925.0 cubic feet
6
L-j
•
5D.
Volume of 25 year - 24 hour storm
Volume = 7.0 inches / 12 inches per
foot * DA
Volume - 15925.0 cubic feet
•
TOTAL REQUIRED TEMPORARY STORAGE
5A. 26023 cubic feet
58. 0 cubic feet
5C. 15925 cubic feet
•
5D. 15925 cubic feet
TOTAL 57873 cubic feet
6.
SUMMARY
•
Total required volume 164433 cubic
feet
Total design volume avail. 169875 cubic
feet
Min. req. treatment volume plus sludge accumulation
106560 cubic feet
At elev. 46.9 feet ; Volume is 107607
cubic feet (end pumping)
Total design volume less 25yr-24hr storm
is 153950 cubic feet
At elev. 48.9 feet ; Volume is 152339
cubic feet (start pumping)
Seasonal high water table elevation
0.0 feet
..
DESIGNED BY: I APPROVED BY:
�.(.. •�
DATE: ��'}_�l DATE:

C
Animal waste lagoons are designed with permanent storage
(waste treatment volume) and temporary storage.
The designed 6 month temporary storage is an estimated
volume based on: 1) waste from animals; 2) excess rainfall
after evaporation; and 3) the largest 24 hour (one day)
rainfall that occurs on the average of once every 25 years.
The volume of waste generated from a given number of animals
will be fairly constant throughout the year and from year to
year. The excess rainfall will vary greatly during the year
and from year to year. This estimate is based on T inches
of excess rainfall which is equal to or exceeds the highest
6 months excess in a year. The -average annual excess
rainfall is approximately 3 inches. Therefore, an average
of 8 inches of excess rainfall will need to be pumped each
year. The 25 year rainfall will not be a factor to consider
«
in an annual pumping cycle, but this storage volume must
always be available. A maximum elevation is determined in
each design to begin pumping and this is usually the outlet
invert of pipe from building(s). If the outlet pipe is not
installed on the elevation to begin pumping, a permanent
marker must be installed on this elevation to indicate when
t,
pumping should begin. After initial filling of lagoon, a
minimum 6 feet depth must be maintained for anerobic
treatment of waste. An elevation must be established to
stop pumping to maintain the minimum treatment depth.
Pumping can be started or stopped anytime between these two
elevations for operating convenience so long as site
conditions permit (conditions are weather, soil, crop, and
equipment to apply waste to prevent runoff or leaching).
For this lagoon the maximum elevation to begin pumping is
.4j 'L feet and the minimum elevation to pump to is _ly,.y feet.
The design temporary storage, less 25 year storm, is 6l q2$
cubic feet or �L4�ao gallons. As stated before, this volume
will vary considerably from year to year.
This lagoon is designed to flush buildings with recycled
lagoon liquid, and fresh water should not be used for
flushing after initial filling.
i
IG
l0

SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
----------------------------------------------------------
Clearing:
All trees and brush shall be removed from the construction area
. before any excavating or fill is started. Stumps will be removed
within the area of the foundation of the embankment and fill areas
and all excavated areas. All stumps and roots exceeding one (1)
inch in diameter shall be removed to a minimum depth of one (1)
foot. Satisfactory disposition will be made of all debris. The
foundation area shall be loosened thoroughly before placement of
. embankment material.
Cut-off Trench:
---------------
A cut-off trench (when specified) shall be installed as shown in
the plans.
Construction:
-------------
Construction of excavated and earthfill areas shall be performed to
the neat lines and grades as planned. Deviations from this will
require prior approval of the SCS. Earthfill shall not be placed
in standing water and reasonable compaction of the fills shall be
performed by the construction equipment or sheeps-foot roller during
placement. The embankment of the lagoon shall be installed using
the more impervious materials. Construction of fill heights shall
include ten (10) percent for settlement. To protect against seepage,
when areas of unsuitable material are encountered, they will need to
be excavated a minimum of one (1) foot below grade and backfilled and
compacted with a suitable material (ie-CL,SC,CH). Refer to the soils
investigation information in the plans for special considerations.
Precautions should be taken during construction to prevent excessive
erosion and sedimentation.
Vegetation:
. -----------
All exposed embankment and other bare constructed areas shall be
seeded to the planned type of vegetation as soon as possible after
construction. (! (}
. + L \ N' °U_ v n�c"- D tl t'�1 �� G�Q.a I`�•�/G� E� i G dtiJ
&.<C 1 rl,A-4& a ._! D ,
r 17L
�ru

SEEDING RECOMMENDATIONS
-----------------------
AREA TO BE SEEDED: 1.0 ACRES
USE THE
SEED
MIXTURE INDICATED:
0
LBS.
FESCUE GRASS S 60 LBS./ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 15 TO NOVEMBER 30
0
LBS.
'PENSACOLA' BAHIA GRASS S 60 LBS./ACRE
(SEE FOOTNOTE NO. 1)
SEEDING DATES: MARCH 15 TO JUNE 30
8
LBS.
HULLED BERMUDA GRASS S B LBS./AC.
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
0
LBS.
RYE GRAIN S 30 LBS./ACRE (NURSERY FOR FESCUE)
0
LBS.
RYE GRASS S 40 LBS./ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
... LBS.
APPLY THE FOLLOWING:
1000 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE)
2 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
100 BALES OF SMALL GRAIN STRAW (100 BALES/ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE
ALL DISTURBED AREA IMMEDIATELY AFTER EARTH MOVING IS COMPLETED.
APPLY LIME AND FERTILIZER THEN DISK TO PREPARE A 3 TO 4 INCH
SMOOTH SEEDBED. APPLY SEED AND FIRM SEEDBED WITH A CULTIPACKER
OR SIMILAR EQUIPMENT. APPLY MULCH AND SECURE WITH A MULCH
ANCHORING TOOL OR NETTING.
1. PENSACOLA BAHIAGRASS IS SLOWER TO ESTABLISH THAN COMMON
BERMUDA GRASS. WHEN USING BAHIA, IT IS RECOMMENDED THAT 8
LBS./ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER
UNTIL BAHIAGRASS IS ESTABLISHED.

Orientationt -46.0 Z "ounificationt 65.2 Inclination: 26.e
{ 6A.
i 49.
I
I
49.
i
48.
I
48.
47.
Lower Left
3D Mesh Surface
Existing
Project: WILLIAM L DON BUTLER NURSERY
Drawing. 3552 HEAD NURSERY
Number:
Locations
Bid Data:
Engineer:
Owner:
Estimatort
Prepared bW: using Sitawork
ju nesn aurrace

49.90
49.70
Plot of all data for the surface:
Existing
Project: WILLIAM & DON BUTLER NURSERY
Drawing: 3662 HEAD NURSERY
Number:
Location:
Bid Oats:
Engineer:
Owner:
Estimator!
Prepared bU: using 5itswork

• 110
I CDKP1MI6l tN1
TDB DF P%D
ELEU. S 0•�1
INVERT oG Du'rtr=T
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i • • i �
4NLL PLu& DESIGN
BOZTD+'A D� Sv�MP
ELtV- s 0. I b
TDIfiL DESIGN
To P wibtH LJ.
-
�k
j, SLOPS
Su�poa'r /
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• i •
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SETI`� C To? Of
n,ss i;1KF Ell 1
Ir Ci.�`� Lt�IE h

i
Orientation: -45.0 x Magnification: 10.4
Vim
��'�f� i1r - I1N1Illllll 11111
48. e0_,� , �,, ,�,��IIIIIIIII�IIIIllll1«i
�� 1 �� 11111111114 1/I_�
as.
44. 80 ll1�I 1
40.00
Lower Left
3D Mash Surface
Proposed
Project: WILLIAM L DON BUTLER NURSERY
Drawing: 3552 HEAD NURSERY
Number:
Locaton:
Sid Dita.
Engineer:
Owner:
Eat motor:
Prepared dV: using Sitework
7
Inclination: 20.6
30 Mesh Surface

surface)
Prop, A
Existing
Tight Volumes
Cut: 5569.04
dills 4224.74
-----------------
Differences 1344.30
All volumes are in cubic yards.
Expansion (%) Expanded Volumes
0.00 5569.04
20.00 5069.69
---------------
Net Export: 499.35
i a=ncpcaaa==�=�===tea==c==c�caap�oa=a=�cs
I
Grid cell sizes 3.01 by 3.00
Original scale: 100.00ft/in
� ���aa=cane==annoosx�nnnc�=a...c acaonn===
Project: WILLIAM & DON BUTLER NURSERY
Drawing: 3552 HEAD NURSERY
Number:
Location:
Bid Data:
Engineer:
Owner:
Estimator:
��c====cna=mmmccan=znnan=ccccancras7conn
Prepared bys using sitework
c c�c=cc�aaac=c===c=�aa==mnaa=�aa=comma=�

Plot of all data for the surface:
Project: WILLIAM L DON BUTLER NURSERY
Drawing: 3662 BEAD NURSERY
Number:
Location:
Bid Date:
Engineer:
Owner:
Estimator:
Prepared bU:. using 5itswork

0 • 0 •
L. us
Plot of the contour dater for the surface:
Project: WILLIAM L DON BUTLER NURSERY
Drawing: 3562 HEAD NURSERY
Number:
Location:
Bid Date:
Engineer:
Owner:
Estimator:
Prepersd bU: using Sitswork

48.90
49.70
Plot of the sloping lines for the surface:
Project: WILLIAM L DON BUTLER NURSERY
Drawing: 3662 HEAD NURSERY
Number:
Location:
Bid Date:
Engineer:
Owner:
Estimator:
Prepared bU: using 5itework

61.56
Plot of the contour data for the surface:
Proposed
Project: WILLIAM L DON BUTLER NURSERY
Drawing: 3662 HEAD NURSERY
Number:
Location:
Bid Oats:
Engineer:
Owner:
Estimator:
Prepared by: using Sitawork

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S WILLIAM L DON BUTLER NURSERY: 3652 BEAD NURSERY
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U. S. Department of Agriculture
Soil Conservation Service
NC-ENG-34
September 1980
File Code: 210
HAZARD CLASSIFICATION DATA SHEET FOR DAMS
Landowner tom._
_ i 11 � .��_ County
Community or Group No.Z Conservation Plan No.
Estimated Depth of Water to Top of Dames/, Ft. Length of Flood Pool 05 Ft.
Date of Field Hazard Investigation
Evaluation by reach of flood plain downstream to the point of estimated minor effect
from sudden dam failure.
Est. E ev. :Est. ElevaEion
Kind of :Improvements: of Breach
Reach: Length: Width: Slope: Land Use ; Improvements : Above :Floodwater Above
: Flood Plain: Flood Plain
Ft. Ft. I Ft. Ft.
.1JD•Q-e-
1 • 00 •f/ .
2
3 .
Describe potential for loss of life a d dama a to existing or probable fu ure downstream
improvements from a sudden breach a
Hazard Classification of Dam (a, b, c) (see NEM-Part 520.21) _
Dam Classification (I, II, 111, IV, V) �
Concurred By
name) (title
NOTE: 1. Instructions on reverse side.
2. Attach additional sheets as needed.
Date _�_- 2---
Date
I4D

INSTRUCTIONS
All dams built with technical assistance from the Soil Conservation Service
must have.a hazard. -classification assigned by the person responsible for
approving the design. Most farm ponds, except in borderline cases, can
be classified after a complete field investigation without -assuming failure
and making breach studies. This data sheet is to be used for recording
the information obtained through field studies and for documenting the
hazard classification. Where there is a'possibility for loss of life or
major property damage from a dam failure, an approved breach routing
procedure is to be used. (Consult with the area engineer.)
Hazard classifications of dams are made by evaluating the possibility
for loss of life and the extent of damage that would result if the dam
should suddenly breach --that is --a section of the dam be suddenly and
completely washed out. It is to be assumed that a wall of water will be
released equal to the height of the dam. This flood wave will be reduced
.in height as.i,t moves down the flood plain. The wave height (depth of
flooding) should be evaluated for a sufficient distance downstream until
the estimated flood level will not cause significant damage to improvements,
such as homes, buildings, roads, utilities, reservoirs, etc. The breach
flood level will be reduced depending on the valley storage, slope, and
openers of the flood plain; however, in a narrow steep valley slopes
steeper than 10% should be given special consideration. One method of
evaluation is to compare available valley storage (under flood conditions)
to impoundment storage (figured to the top of the dam) for each reach
evaluated with a judgment estimate made of the flood wave height at all
critical points downstream.
Should there be any questions about the hazard classification for a dam,
the area engineer should be consulted before making design commitments.
0

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•
SPECIFICATION NOTE CONCERNING PUBLIC UTILITIES
Both the landowner and contractor are advised that the
approximate location of all utilities known by the designer
to exist within the work area is shown on the plans. The
indicated location is approximate and the appropriate
utility representative should be co tacted prior to starting
the construction work for
The information pertaining to utilities which is shown
on the drawings is primarily based upon data provided by the
owner, and -.neither the SCS nor the S&wC District make any
representation concerning the existence or nonexistence of
any utility at the site. All parties should understand that
any liability for damages resulting from disruption of
utility service caused by the construction activities rest
between the owner, contractor, and the affected utility.
on
SCS--Engineering 5 (postcard) mailed to
0

• State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Environmental Management
•
•
•
•
l•
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
February 17, 1994
Don Butler
Rt. 3 Box 186
Bladenboro NC 28320
Dear Mr. Butler.
mom
�EHNR
This is to -inform you that your completed registration forni required by the recently
modified nondischarge rule has been received by the Division of Environmental Management
(DEM), Water Quality Section.
On December 10, 1992 the Environmental Management Commission adopted a water
quality rule which governs animal waste management systems. The goal of the rule is for
animal operations to be managed such that animal waste is not discharged to surface waters
of the state. The rule allows animal waste systems to be "deemed permitted" if certain
minimum criteria are met (15A NCAC 2H .0217). By submitting this registration you have
met one of the criteria for being deemed permitted.
We would like to remind you that existing feedlots which meet the size thresholds
listed in the rule, and any new or expanded feedlots constructed between February 1, 1993
and December 31, 1993 must submit a signed certification form (copy enclosed) to DEM by
December 31, 1997. New or expanded feedlots constructed after December 31, 1993 must
.obtain signed certification before animals are stocked on the farm. Certification of an
approved animal waste management plan can be obtained after the Soil and Water
Conservation Commission adopts rules later this year.
We appreciate you providing us with this information. If you have any question about
the new nondischarge rule, please contact David Harding at [phone].
enc:
Sincerely,
/-n
Steve Tedder, Chief
Water Quality Section
• P.O. Box 29635, Rdeigh, North Ccrolina 27626-0635 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

rI
REGISTRATION FORM FOR ANIMAL FEEDLOT OPERATIONS
Department of Environment, Health and Natural Resources
Division of Environmental Management
Water Quality Section
If the animal waste management system for your feedlot operation is
designed to serve more than or equal to 100 head of cattle, 75 horses,
250 swine, 1,000 sheep, or 30,000 birds that are served by a liquid
waste system, then this form must be filled out and mailed by December
311 1993 pursuant to 15A.NCAC 2H.0217 (c) in order to be deemed per—
mitted by DEM. Please print clearly.
Farm Name:nr-
•
Mailing Address:
ZIP
County'. Phone No. _ = azi
t �
Owner(s) Name:
•
Manager(s) Name: ` 1
Leasee Name•
.,Farm Location (Be as specific as possible: road names direction,
milepost, etc.): E) `
Latitude/Longitude if known �3 0U3-�1—Q _
Design capacity of animal waste management system (Number and type of
•' confined animal (s) : 3Sa,D U1 F_ Vk A ZO I:i=l&Qfr%k :rmU?IN�
Average animals population on the farm (Number and type of animals)
'.� raised) 4 _�. T s I E-- 4iL 14 S
Year Production Began: L. ASCS Tract No.:
• Type of Waste Management System Used. Ar=AL-e LA 4d
A,r=s Available for Lard Application of ante: 3�
• Owner (s)' Signature (s) : DATE:E`�-�i` �7
ATE
11
•

CONSTF?UCT ION CHECK RE:RaF?T 1
New Construction of Waste Management System
Operator: 2e, Si te: zdpo Y2, �r� �• x/C Z
Type/size : 35S Z ltAE2,_7"v,F"C' Date of check: y
A construction check of your animal waste management system was made
with the following findings. A check mark indicates the item meets SCS
minimum standards and specifications. A "NR" indicates needs
repair/correction, a "NA" indicates not applicable at time of this
check, but still may be an important item if specified in plan. All
referenced items and elevations are based on original design
specifications provided you prior to authorization for construction to
start. If all items of standard #359, Waste Treatment lagoon meet or
exceed standards, a certification statement is provided, page 2 of this
report. This certification includes "construction" of lagoon only.
Additional checks are forthcoming to assure adequate "Operation and
Maintenance" of the operation and "Waste Utilization
I. Lagoon Earthwork:
A. Dike.
1. Constructed to planned elevations plus 10% settlement.
2. Shaping 'adequate to divert all surface water.
3. Width, side slopes as planned.
✓ B. Lagoon dimensions, bottom elevation adequate.
II., Pipes:
A. Lagoon inlet pipe(s):
1.
Set at pump --out elevation, OR
2.
Alternative marker for begin pump —out used, set correctly.
3.
cf ,r
Length adequate to protect lagoon inside slopes. �7�•�
4.
Support (s) adequate.
B. Surface water p i pe (s) ;
1.
Installed properly, where needed.
III.
Waste
Utilization System:
A. Fields:
1.
Approved vegetation type with adequate stand.
3.
Acreage adequate (per plan).
4.
Adequate buffer(s) to avoid surface water contamination.

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110
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B. Irrigation/spreading system:
1. Installation of permanent equipment (as observed). .
2. Pumping timely to minimize runoff risks.
3. Pumping timely to maximize nutrient uptake.
IV. Overall job and erosion control:
A. Overall grading and shaping (exclusive of dike).
B. Vegetation establishment:
1. Limed, fertilized adequately.
2. Seeded with permanent grass during seeding dates. —OR
_ 3. Mulched to provide 50% to 75% ground coverage,
l
C. Vegetative stand- permanent grass adequate at this time.
Additiona oblem area(s) identified:
�,Qa-�50 Lb Gi-rPcv i c
�YG62gSS. Gu/mac FbL.Gocc�- uo ..5??��✓6 93 . ,_ w
I
r
A-- ----
*** Shaded*
*** Areas ******
*** Indicate **
* Problem***
***Location ***
YELLOW:
RED:
GREEN:
:Construction Certification- ;Construction check with corrective ;
:Lagoon meets SCS specifications: :action needed: :
TM (name) ; (name) :
-3/ -3 / IZ2- Cl -
: (title) (date) : title) da e) :

• Page 1
WASTE UTILIZATION PLAN
------------------------
Producer ----- :Don, William Butler County: Bladen
Name of Farm -:Park Partners
Location ----- :10793 Center Rd.
Bladenboro
• Phone -------- :910 648 4343
Type Operation-------------: wean -feeder
Number of Animal-----------: 7104
Storage Structure----------: Anaerobic Lagoon
Method of application------: Irrigation
Amount of waste produced per year---------------: 2999 tons/year
• Amount of plant available N (PAN) produced/year-: 4760 lbs./year
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
46 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 not be applied to land eroding at more
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
in runoff to the surface waters which is not allowed under DWQ
regulations.
5. Wind conditions should also be considered to avoild 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.
•
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This plan is based on the waste application method shown above. if
you choose to change methods in the future, you need to revise
this plan. Nutrient levels for different application methods are
not the same.
The estimated acres needed to apply the animal waste is based on
typical nutrient content for this type of facility. Acreage
requirements should be based on the waste analysis report from
your waste management facility. In some cases you may want to have
plant analysis made, which could allow additional waste to be
applied. Provisions shall be made for the area receiving waste to
be flexible so as to accommodate changing waste analysis content
and the 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.
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YOUR WASTE UTILIZATION PLAN IS BASED ON THE FOLLOWING:
Tract Field Soil Crop Yield Lbs. N Lbs. N Month to
No. No. Type Code /Acre Unit Acres Used Apply
877
1
A
centenary
B
4.7
50.00
1.0
235
877
1
B
centenary
B
4.7
50.00
1.8
423
877
2
A
centenary
B
4.7
50.00
3.0
705
877
2
B
centenary
B
4.7
50.00
3.4
799
877
3
A
centenary
B
4.7
50.00
3.8
893
877
3
B
centenary
B
4.7
50.00
3.5
822.5
877
4
A
torhunta
G
2.5
50.00
2.2
275
877
4
B
centenary
B
4.7
50.00
3.3
775.5
877
5
A
torhunta
G
2.5
50.00
3.4
425
877
5
b
centenary
B
4.7
50.00
1.0
235
877
6
torhunta
G
2.2
50.00
3.4
374
877
7
torhunta
G
2.5
50.00
1.7
212.5
F
Available Nitrogen (includes
Surplus
Crop codes: Crop -unit
A=Barley-bu.
B=Bermudagrass(graze)-tons
C=Bermudagrass(hay)-tons
D=Corn(grain)-bu.
E=Corn(silage)-tans
F=Cotton-lbs. lint
G=Fescue(graze)-tons
H=Fescue(hay)-tons
I=Oats-bu.
J=Rye-bu.
Total
commercial)
Or Deficit
31.5 6175
4760
-1415
K=Small grain(graze)-acre
L=Small grain(hay)-acre
M=Sorghum(grain)-cwt.
W=Wheat-bu.
Y=Fescue(pasture)-tons
Z=Bermudagrass(pasture)-tons
O=Soybeans-bu.
R=Matua(graze)-tons
U=Millet(graze)-tans
MAR-OCT
MAR-OCT
MAR-OCT
MAR-OCT
S-APRIL
MAR-OCT
MAR-OCT
F-JUN,S-N
MAR-OCT
F-JUN,S-N
MAR-OCT
F-JUN,S-N
F-JUN,S-N
Applying the above amount of waste is a big job. You should plan
time and have appropriate equipment to apply the waste in a timely
manner.
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
bermudagrass), forage must be removed through grazing, hay and/or
silage. Where grazing, plants should be grazed when they reach a
height of six to nine inches. Cattle should be removed when plants
are grazed to a height of four inches. In fields where small drain
etc, is to be removed for hay or silage, care should be exercised
not to to let small drain to reach maturity, especially late in
the season (i.e. April or May). Shading may result if small grain
gets too high and this will definitely interfere with stand of
bermudagrass. This loss of stand will result in reduced yields and
less nitrogen being utilized. Rather than cutting small grain for
hay or silage just,,before heading as is the normal situation, you
lu

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are encouraged to cut the small grain earlier. You may want to
• consider harvesting hay or silage two to three times during the
season, depending on time small grain is planted in the fall.
The ideal time to interplant small grain, etc, is late September
or early October. Drilling is recommended over broadcasting.
Bermudagrass should be grazed or mowed to a height of about two
inches before drilling for best results.
Caution must be exercised in grazing or haying summer annuals
under stressed conditions. Nitrate poisoning may occur in
livestock. Sampling forage or hay for nitrate levels is
recommended.
Acres shown in the tables are considered to be the usable acres
excluding required buffers , filter strips along ditches, odd
areas unable to be irrigated, and perimeter areas not receiving
full application rates due to equipment limitations. Actual total
acres in the field listed may, and most likely will be, more than
the acres shown in the tables.
See attached map showing the fields to be used for the utilization
of animal waste.
SLUDGE APPLICATION:
The waste utilization plan must contain provision 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 511 lbs. of plant available
nitrogen per year in the sludge.
If you remove sludge every 5 years, you will have approximately
2557 lbs. of PAN to utilize. assuming you apply this PAN to
hybrid bermudagrass hayland at the rate of 300 lbs. of nitrogen
per acre, you will need 9 acres of land. If you apply the
sludge to corn at the rate of 125 lbs. of nitrogen per acre, you
will need 20 acres of land. Please be aware that these are
only estimates of the PAN and land needed. Actual requirements
• could vary by 25% depending on your sludge waste analysis, soil
types, realistic yields, and application methods.
•
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APPLICATION OF WASTE BY IRRIGATION
The irrigation application rate should not exceed the intake rate
of the soil at the time of irrigation such that runoff or ponding
occurs. This rate is limited by initial soil moisture content,
soil structure, soil texture, water droplet size, and organic
solids. The application amount should not exceed the available
water holding capacity of the soil at the time of irrigation nor
should the plant available nitrogen applied exceed the nitrogen
needs of the crop.
If surface irrigation is the method of land application for this
plan, it is the responsibility of the producer and irrigation
designer to ensure that an irrigation system is installed to
properly irrigate the acres shown in tables. Failure to apply the
recommended rates and amounts of nitrogen shown in the table may
make this plan invalid.
The following table is provided as a guide for establishing
application rates and amounts.
i
Applic Applic
Tract Field soil Rate Amount
No. No. Type Crop (in/hr) (inches)
•
•
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 instances should the volume of the waste be stored
in your structure be within the 25 year 24 hour storm storage or
0

Page 5
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 rate prior to applying the
waste.
NARRATIVE OF OPERATION
WASTE UTILIZATION PLAN AMENDED TO REFLECT WETTABLE ACRES
•
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Page 7
WASTE UTILIZATION PLAN AGREEMENT
Name of Farm: Pork Partners
Owner/Manager Agreement
I (we) understand and will follow and implement the specifications
and the operation and maintenance procedures established in the
approved animal waste utilization plan for the farm named above. I
(we) know that any expansion to the existing design capacity of
the waste treatment and storage system or construction of new
facilities will require a new certification to be submitted to the
North Carolina Division of Water Quality (NCDWQ) before the new
animals are stocked. I (we) also understand that there must be no
discharge of animal waste from this system to the surface waters
of the state from a storm event less severe than the 25-year, 24-
hour storm. The approved plan will be filed on -site at the farm
office and at the office of the local Soil and Water Conservation
District and will be available for review by NCDWQ upon request.
Name of Facility Owner: Don, William Butler
(Please rint)
Signature: Date: -
Name ager(If different from owner):
Signature: Date:
Name of Person Preparing Plan: Howard Hobson
(Please print:)
Affiliation: Carroll's Foods, Inc. Phone: [phone]
Address: P O Drawer 856
Warsaw, NC 28398
. Signature:�AL�l Date: Z
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L
WASTE UTILIZATION PLAN
REQUIRED SPECIFICATIONS
EXHIBIT A-6
NRCS, NC
JUKE, 1996
1. Animal waste shall not reach surface waters of the state by
runoff, drift, manmade conveyances, direct application, or direct
discharge during operation of 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 a notarized 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 a notarized 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.
w 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. Actual yields may be used in
lieu of realistic yield tables at the discretation of the planner.
4. Animal waste shall be applied on land eroding less than 5 tons per
acre per year. Waste may be applied to land that is eroding at more
than 5 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 Strips)
5. Odors can be reduced by injecting the waste of 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 and flies.
8. Animal waste shall not be applied to saturated soils, during
rainfall events, or when the surface is frozen.
9. Animal waste should applied to saturated soils, during rainfall
events, or when the surface is frozen.
10. Waste nutrients shall not be applied in fall or winter for spring
planted crops on soils with a high potential for leaching. Waste
nutrient loading rates on these soils should be held to a minimum
and a suitable winter cover crop planted to take up released
nutrients. Waste shall not be applied more than 30 days prior
to planting of a crop or forages breaking dormancy.
I*

•
Page 9
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 10/1/95, shall
not be applied closer than 25 feet to surface water. This
distance may be reduced for waters that are not perennial pro-
vided adequate vegetative filter strips are present (See
Standard 393 - Filter Strips).
12. Animal waste shall not be applied closer than 100 feet from wells.
13. Animal waste shall not be applied closer than 200 feet of
dwellings other than those owned by landowner.
• 14. Waste shall be applied in a manner not to reach other property
and public right-of-ways.
15. Animals waste shall not be discharged into surface waters,
drainageways br wetlands by a discharge or by over spraying.
Animal waste may be applied to prior converted cropland provided
it has been approved as a land applications site by a "technical
specialist". Animal waste applied on grassed waterways shall
be at agronomic rates and in a manner that causes no runoff or
drift from the site.
16. Domestic and industrial waste from washdown facilities, showers,
toilets, sinks, etc., shall not be discharged into the animal
waste management system.
17. A protective cover of appropriate vegetation will be established
on all disturbed areas (lagoon embankments, berms, pipe runs,
etc.). Areas shll 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.
• 18. If animal production at the facility is terminated, the owner
is responsible for obtaining and implementing a "closure plan"
which will eliminate the possibility of an illegal discharge,
pollution and erosion.
19. Waste handling structures, piping, pumps, reels, etc., should
be inspected on a regular basis to prevent breakdowns, leaks,
and spills. A regular maintenance checklist should be kept
on site.
20. Animal waste can be used in a rotation that includes vegetables
and other crops for direct human consumption. However, if
animal waste is used on crops for direct human consumption
it should only be applied preplant with no further applications
of animal waste during the crop season.
• 21. Highly visible permanent 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. Soil tests shall be made every two years and a liquid waste
analysis be taken at least twice each year consistent with
waste utilization plan. Poultry litter shall be tested prior
to application. Soil and waste analysis records shall be kept
for five years.
23. Dead animals will be disposed of in a manner that meets North
Carolina regulations.

•
•
WETTABLE ACRE .PLAN
•
• FARM #--------- PORK PARTNERS
TYPE FARM---- 7104 WEAN TO FEEDER
•
COUNTY--------- BLADEN
DATE -------------- 4/27/99
•
•
•
i
0
•

u
U
L1! CAUTTo!!
•
THE ATTACHED WASTE UTILIZATION PLAN IS TO BE FOLLOWED.
IF CHANGES ARE TO BE MADE IN CROPS, FIELDS, ACRES,
IRRIGATION, TRACTS, ETC., THIS WUP IS TO BE REVISED OR
• AMENDED BEF R ANY CHANGE IS MADE. ANY DEVIATION IN THE
PLAN AND WHAT IS HAPPENING IN THE FIELD MAY RESULT IN
NON-COMPIANCE.
•
•
•
•
•
ul
0

• 0
EXI HIM, D-I
IRRIGATION SYSTEM DESIGN PARAMETERS
Limiluwner/OperatorNumc: log (._AlA" 0, �V` cnk _ tot �bpK Aiti+llo&lnty: _ k1d yi t14
Addre4w 4' 3 Ct-11 X-6L Odle{ —
C aL Date:
Triephone:-b(AS-1,1343
-rABLF i - t<ield Specific:Iiiom
Firldl
IVnndber
AppnixItmar
A1n1lnuml
ItsrNll11r SI-te
of Plrld`
(ncrr.)
Soll Type
Slope
(%)
Crops)
---
maximum
Applicallon
Hold
(1n111r)
Aioslneunk
Applicallon
per Irrigullan
Cj•clr3
(Inches)
C.ommrnb
,a
- a
•0� to
5
- -
LtJ
1 IB
3,
I -
c 05
45
-
3
t4
c u V-
5
�W
LL5`
5
3i.
k�
0-1
c u a
, 5
�5
o
-1
-C_ c S
lticc uitru:hul Irr+p.
2'I oial licld idea} c minu!; r_•gtflrcd hulrcr are -Is.
ZI(clar to N. C. Iuil,tdion (;nidc, Field (Mice Technical Guide, Srclion II (i. Anuual ahplicalion inusl Itol exceed the ngronomic rides for the soil and crap used.
NRC'S, NCB
JUNfi, 191ll,

i.xiunff ()-2
TABLE 2 - Tlravrli::c, Irrigation Gun Seffings
1�lal(l•, IitU11Cl ai„I •l'�'�'E11.' li:� rS[I11111111L•llr:
- - K. d� 1ID14 -c, C.T W►1 1 a
FicldNut
and
I lydiaut Not
-—
'Travel
Sived
(1 nun)
Application
Italc
(ildla)
TRAVEL LANE
i-mcc-tive IilPeclive
widill (11) Length (11) -
Wetted
Dianictcr
(led)
EQUIPAILN-1-S ITINGS
Nozzle Operaling [fieraling
Diameter Pressure Pressure Arc
(inches) 64 Gun (psi) a Rcel (psi) Palle",
�_ — --
Comments
3 p
$�
'A)�
l D
3• a
D
l
I � 0--
• 3
317
3
3q D
S.3 D
3
u
3q d
3A
5
3
3
3qD
3�
5
"
3
3
11b-
S 3
3
3Y 0
I;. 3,
CO
SIA
.5
3
a
3
.3 p
3.
340
3
3 •
D• ` L
I
t tie . 11ll:tclled lilllll.
`slulw separale entries for e: zh hydrant lneation in each Field.
31 ke, Itle lulluwing rdillrevi.ai-IIs for Various kite patlel ns: F (full circle), TO {three quarters), TT (two lhirds), I I (half circle), _I, (ene third), Q (one quurlcr).
i1'I:ly also uxc dcgleas of arc.
NE2CS, NC
JUNE, 1996

•
LA
BOUNDARY
J , LAGOON 1
r]
•
•
•
Carroll's Foods, Inc. Areas and Volumes Report
PPARTNER
WETTABLE ACRES
Proposed
April 27, 1999 - 04:33 PM

... .. .:�#k::...�.- �17.r[.!•s-[...�:i�:;f-�. - C ,�•:: �Y, �.-it ..,-rin .. :..,�_�a.-,�a..4Prr(43i�4fi
i
—
TABLE 4
Irrigation System Specifications
3 )rxigation Parameters
j OcWber 1995
1
I
Traveling
Irrigation Gun
Solid Set
Irrigation
Flow Rate of Sprinkler (gpm) I
Operating Pressure at Pump (psi)
Design Precipitation Rate (Inlhr)
3 I
Hose Length (feet) I
850
XXXXXXXX .
Type of Speed Compensation
4j tclr
l XXXXXXXX
Pump Type (PTO. Engine, Electric)
Pump Poser Requirement (hp)
i
� I
TABLE 5 - Thrust Block Specifications'
Desiriner mav_Movide thrust block details on se0arate sheet.
THRUST BLOCK
LOCATION AREA Isq. ft.)
9V Bead 4't I /, 3 �14 L
Dead End
Tce
I
l
'See USDA -BRCS Field O[Tica Technics! Guide, Scction IV, Practice Code 434-DD.
pages
USDA-NRCS
North Carolina

•
IRRIGABON SYSTEM DESIGNS
Name: V4 R.(, .r.Y McL eod
Company: CO-►-►-o lls Fo fld_S -r. ,-
..Address: !bo BC.xe 6T(0 r 1N�g�s0.W ANC _;L s?s
T';_`*VT Phone: 9to 2 7 i - Y&I/
= �: ��?'�•' � O •yam �!•f,p�, ���!%�:.^-
'ter ' •+' '�`� / /-,G1n ►"l' ,Af
�,, -,;' ;. �'..•• �:` _= T_ REQUIRED DOCUMENTATION
``a:•
i . = .Th�fbl owing details of design and materials must accompany all irrigation designs: `�/ ° — $ 6? -3)7 9
1. A scale drawing of the proposed irrigation system which includes hydrant locations, travel lanes, pipeline routes, thrust block
locations and buffer areas where applicable.
2. Assumptions and computations for determining total dynamic head and horsepower requirements.
3. Computations used to determine all mainline and lateral pipe sizes.
4. Sources and/or calculations used for determining application rates.
5. Computations used to determine the size of thrust blocks and illustrations of all thrust block configurations required in the system.
6. Manufacturer's specifications for the irrigation pump, traveler and sprinkler(s).
7. Manufacturer's specifications for the irrigation pipe and/or USDA-NRCS standard for Irrigation Water Conveyance,
N.C. Field Office Technical Guide, Section IV, Practice Code 430-DD.
J
NOTE: A buffer strip lob feet wide or wider must be maintained between the limits of the irrigation system and all perennial
streams and surface waters per DEHNR-DEM Code Section 15A NCAC 213 .0200 - Waste Not Discharged to Surface
Waters. ,c% /���c�,' Seta_ _x �-• s) 4 . <,_j
trrigatlorn Parameters USDA-NRCS
octotSE~r 1995 page-5 North Carolina

Narrative of Irrigation System Operation
Describe the operation of the system in the space provided below or on a similar sheet most convinient to the designer/supplier.
Include procedures such as start-up, shut -down, winterization and regular maintenance of all equipment.
Irrigation Parameters
6do'Ber 199S
page-6
USDA-NRCS
North Carolina

•
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. .TUN-09-97 TUE 1 4 :49 mA I NOR TILE & I RRCTH 910 265 5196 P.102
it1N 09 ' 97 02 s 44PM
a
•
•
•
[1
•
Standard Features
findlat Inflow Turbine - The hoart
()f the drive system, This extremely
Rfficient turbine niotor delivers quiet,
smnoth, continuous powwr.
. Automatic Shutdown for the
ttlrhinA motor.
.Heavy Duty Chassis and frarriu.
Retraction Speed Indicator.
Pressure Gauge,
Infinitely Adjustable Speed
Ranges.
Speed CompengRtor,
• Mlswrap Safety stop.
o PTO Rewind and Drive Shaft.
•Gun Cart with adjustaNe wheel'
width.
Hose Guide to Insure proper
Necking of hose.
Bails Bearing Turntable.
Nelson Slow Reverse Gun.
Gun Cart Lift.
Stabilizer Legs - Heavy Duty.
(Crank down on the T25A & T27A.
'telescope style on the T21A &
•1'2'1A. )
Supply Hose 3 in x 30 ft. will I in.
mule ring Inck coupler on inlat
end.
,sk about additional
later -feels° for larger
r smaller areas.
.:--.'Pelrformence
information
SpAnkler • Wrdllt Length' Aor►a w/ 1
Mode)
Ay" r"„
s m
to
Flow Rote
Inlit
Pressure rirryRIMI telto"16411 Inch In
(R$J.)
(P.S.1.) (Fl.) 1Fr.) 5days
so 150 73S 16
T21 A,
6n
77
=.7A '
92
a0 i55 738 is
60 ISO 740 20
Piet en'.
6Rt00R '
.•,:�„
ICA
80 163 743 23
dari,ikl.n„
100 •
111
a0 170 74s 26
:`.110
122
so 175 74a 29
T23A .,
,80' ,
' 67
so
151%
677
20
with
':' • 90 =
92
60
1 A5
a87.
23
1 o -
96
Go
170
AAA
26
6R1Don'
.120
115
70
ISO
AM)
31
9yiiuklnr':
' 'l;�p .
127
70
190
ass
38
20
T2SA:.
,: tlu':(.•
87,
60
160
955
IOU �;
:.. 94'..
6o
Zia
sG0
zo
' ' 106hh
�12F7'f
60
180
970
31
30
�►e,00R .
140�6
70
100
075
EvAnlllee
+; 60
14D
70
200
17U
081
Soo
41
60
28
T27d ;
••'14o::
92•
s0
11110
010
30
r'R^
ydo
110
70
190
Hlb
3s
tlarseh'.'
8Rt00R ;,
: 160', ,
'
its
70
200
d1 /
41
IBD
127.
70
145
920
46
�66;�! 1
139
70 1
210 1
925
b1
•701A „l WMI1{11 Width
Specifications
T21A T23A T;IbA 127A
PC Tube,1,0. (In.) ; 2.1 2.3 2.6 2.7
Pr -Tube L_ ,4li (n.) Sao 600 Sao U20
Dty Wslght (Iba.} ,. 1610 1610 2600 2600
Welom Wrth Waier(I 1%*-) 2600 2600 4300 4300
Tire 159 R 14 — -- 175/70 R14 —
6itip�lri9 pin�::'(ft.Jn-)
Lrrigth (wlg4'Gun Cart) 4A e-A 11.a 71-8
Width 1 s-1rl 5-io 6-9 6-9
HeliKt (On. wheels) 0.10 A-10 7-1 1 7-11
Polyethelenc Tube - Only PF t1Ihe designed and
uumilructed for the Constant cniting and dragging is
eur►s,idered for use on Ag-Rain WAtPr-I (eels. i'he tubing i5
backed by a 5-yoor pro-rsteti warrAnty.
PE Tube Repair - A almplo "screw-ln" mender is available
for repairing (Tie PE tube should it himamme damaged for any
reason.
ILC�te�-d#pol,9ii�tiga#ion
1Q7 S. Rrhrxrler Ave., P.O. Box 200, Havana, IL r32644
Phone [phone] FAX [phone]
MAINOR ME & IRRiGArWN CO_
PO Box 4s9 .9 13W MDRM[f M Writ i_ C _{ NC 2R456 V;4Q L 14410)-285 bSa j
FAX
M I:•n.y.�y MWu�r .•y,u.\'�.n 1. Wwnv. W I��.ITYr{{ N wr{ Yi110[ IINy Atli D. tl�11f1[Y M n.l.n, nmwirnwn Tw ry..-.•.y♦ NIY.n.xM i. Y:. Y.\.11a M.\.f M• teat, .w.}w.l-J W.1-r . "M4.{r mat "Mi". ♦IfiM {.0
.h -�� .f r I'\r- 1nM anM olh 4+•{ \- •�4{w \�+.4w,al.niM {, I.M. !J•`�. —rJ e, I,r.M.IJNrHIr\!.0 LfIN'J.�H MS�Illffl Ma.M t/yr, V{ {uil.•l �. M1l�Q{ a..w .\+'.e
1�126 � 1Z4a,
u I ( C) }t r
A -pp A-( AC, � 6 p

0
0
0 1 1 25
0
0
LER KELEY
B 6 F1 X ff L 9 Y P U M P 5 CURVE 4075
DATE 1-2-M
TYPE "B" RATING CURVES PAGE 1.02
SUPMEDES
MOTOR DRIVE All proviouily iuwad
caw: .. , , C-L Pea "w L011018 uoL*&L0I0I8
woom.. mm.*w C.L p%& x& S07367 Ma ft "S07367 vu.64 Full
00
4075 Curves
Nominal FLP.iL 3600
Based on Fresh Water 0 80r F.
Maximum Working Prewurc 150 PSI
-
WAR
i
pp
f.
p
1
Mum
- ►- AS
.-PPROMPP
E
I=
A
WRIMINMA
ibmn
P
'IMIF,
lu LU JU 4U ou bu fu OU vu 100 LIU 120
CAPACITY IN U.S. GALLONS PER MINUTE
@--do� T-3207 &.0mod" C-5035 — 3-L-72 0-7-30-85 MODEL
car,: meww C.I. pm*& L01018 mwcp-m& 1.01018
Nominal ILP.,H. 3600
w**iw: Mworki C.I. fta.Mw M07298(719U)wwcts.%& See belowtjhL 6-9/16'
Based an Fresh Water 0 80' F.
5324a1( 11 U)
Maximum Working Pressure: 150
PSI
......
....... .. ... ........
30
.. ........ ...
..
.....
........
. . ..... ..
.......... ...... ........ ... t--
. .......... ...... . ........... ..... ............ .........
........... ........ .. ........ ........ —.7 .......
20
223 H
7
3
1 a
.......... ............
4'1�i-' 0%
80%
... ...... ... ..
:'j.,S34238 ... ....
.. . .... ...
6 (I'a .........
__
. . �-I.
M07198
... " --rl r-
...
..:.:. .. .. T5P6
74
... ....... ........ ...
..0
-n
z
16 175
z
'7
4-
125
. ....... ....
01
75'
.......... ......
5 . . ...
2
j T
0- so 1100 150 200 250
CAPACM IN U.S. GALLONS PER MINUTE
T C-811818
B VZT
C-8888 I,-- 3957.'--1-. -2
o... 12-7-83
7-30-85 MODEL I P
M

General Installation
Recommendations:
FOR GASKET PIPE
Installation
Excavation, Laying, Testing, and Back -
tilling instructions are usually provided
by the Engineer !A charge of the project.
• Reference may also be made to Ameri-
can Society for Testing and Materials
Standard ASTM D-2774 "Recommended
Practice for Underground Installation of
Thermoplastic Pressure Piping."
Excavation
1. The trench bottom shall be stable,
continuous, relatively smooth, and free
of rocks or other objects detrimental to
the pipe. It shall provide continuous
support for the pipe, and bell holes shall
be provided for the bell and spigot Joints,
valves, and other system components
that might act as a fulcrum. When made
through a rock cut, at least 4" of com-
pacted satisfactory bedding material
shall be provided.
2. The trench depth shall place the pipe-
line at least 6" below the lowest recorded
frost depth, and shall place the pipeline
depth at least 91" below grade.
3. The trench width at the top of the pipe
shall be as narrow as practical to allow
adequate room for joining the pipe and
to allow proper compaction of the sidefill.
. sidered- .
4. Pipelines shall be cased, bridged, or
otherwise protected at locations where
they will be subject to heavy surface
loads due to shallow burial. Casing shall
also be used in spanning creeks and
gullies, extending 8 ft. on either side of
the creek or gully.
Jointing
I. The pipe shall be jointed In the trench,
or above ground, In accordance with the
Jointing instructions.
2. It is Important that the gasket be clean
and properly seated, the spigot and well
lubricated, and the bell and spigot ends
aligned correctly in both planes.
3. if Jointing Is done above ground, care
should be taken when lowering pipe Into
orthe trench that the depth of the Joint entry
emalns correct. Check that the depth
of entry mark on the spigot ends Is flush
with the face of the bell. Jointing of 6"
and large pipe is usually done in the trench.
4. AT NO TIME should a back -hoe or
similar device be used to assemble pipe.
Thrust Blocking
As with other push-flt rubber gasketed
Joints, the pipe will not take end thrust
without restraints. Thrust blocks are
usually required at dead ends and
wherever the line changes direction of
30 degrees or more.
1. Thrust blocks shall be placed so that
the bearing surface Is In direct line with
the major force created by the pipe or
fitting. Concrete having a compressive
strength of 2000 psi Is the recommended
blocking material, and may be poured
between the simplest of forms and the
undisturbed earth bearing surfaces.
2. Thrust blocking size maybe calculated
as follows:
a) Multiply the pressure level desired
for testing by the value shown in the
table for thrust on fittings:
Thrust In Pounds
Pipe
Size
90
Elbow
45
Elbow
2211
Bend
Dead End
or Tee
9"
48.74
28.38
13,45
36.10
a"
82.61
44.72
22,00
01.18
10"
128.84
69.47 1
35.42
1 95.05
f 2"
180.54
77.23
49.82 1
133.70
b) Determine the bearing strength of
the soil from the following table:
BEARING STRENGTH OF SOIL$
SOIL Eb. per Sq Ft
Muck peat, ate.
0
Soft clay
1,000
Sand
2,000
Sand and gravel
3,000
Sand and ravel cemented with clay
4,000
Hard shale
101000
c) Divide the total thrust on the fitting
(step a) by the bearing strength of
the soil (step b). The result is the
square feet of area needed on the
face of the thrust block.
d) Thrust blocks should haunch the
pipe or fitting, not encase it.
Backfilling
1. Place select backfill and compact
under the haunch, along the sides of,
and over the top of the pipe to a com-
pacted depth of at least 6". This backfill
shall be soils that allowgood compaction
and placed In 6" layers, well compacted.
It shall be free of rocks, frozen clods, or
other hard objects.
2. The final backfill may then be made in
the usual manner, but care should be
taken not to dump large rocks or heavy
objects on the Initial backfill and pipeline.
3. If the joints and fittings must be left
exposed while under test, backfill to
within one foot of each side of the joint
or fitting to prevent deflection of the
pipe while under test pressures.
Testing
1. ALLAIRINTHE PIPELINE SHALL BE
BLED OFF CAREFULLY WHILE FILLING
THE LINE WITH WATER FOR TESTING.
Entrapped air in the line can cause ex-
cessive test pressures, and create un-
necessary problems. Air shall be bled
off at the high spots In the fine, Air
removal may also be accomplished by
pushing a foam plug through the line by
incoming water pressure.
2. Test pressures may be VA times the
designed operating pressure of the
pipeline, but shall not exceed the maxi-
mum pressure rating of the pipe.
3. After pressure test and acceptance
of testing, the uncovered joints and fit-
tings shall be Initially backfilled with
well compacted soil, and then covered
with final backfill.
4. Hydraulic pressure testing of the
pipeline shall be carried out initially at
Intervals not exceeding 500 yards and
thereafter at intervals not exceeding
1,000 yards.
Radius Bends
Gradual change of direction may be
achieved by deflecting or cocking RI EBER
Joints a maximum of 3 degrees without
affecting the hydraulic seal of the Joint.
Offsets are made only after the straight
in -line assembly Is made. Deflections at
the Joint and minimum curve radii (ft.)
obtainable are listed below:
Degree of
Ueftecllon
at the Joint
Offset, Inches
Radius, feel
1
4.2"
1.150'
2
8,3"
572'
3
12.3"
381'
-4-

Animal Waste Management Systems �- -
•
If you are trying to determine appropriate travel speed to deliver a
known waste application depth, then use the following formula:
Travel Speed (in/min) = 19.26 x Sprinkler Flow Rate (GPM)
Lane Spacing (ft) x Application Depth (in)
• To ensure the accuracy of the calculation, mea-
surement of the actual application amounts
should be made occasionally. This can be accom-
plished with the use of rain gauges or simply
measuring the depth of wastewater caught in
pans or buckets placed in the irrigation field. You
should take several measurements at various areas
during irrigation and use an average to determine
the irrigation depth.
NOTE: This table assumes the gun is turning full circle. If the gun is
• operating at part circle, then the travel speed should be increased
accordingly to provide the planned application rate. Describe calibration
procedures for travelingguns.
System Calibration
Information presented in manufacturer's charts are based on average
operating conditions with relatively new equipment. Discharge
rates and application rates change over time as equipment gets older
and components wear. In particular, pump wear tends to reduce
operating pressure and flow. With continued use, nozzle wear results
in an increase in the nozzle opening which will increase the
• discharge rate while decreasing the wetted diameter.
You should be aware that operating the system differently than
assumed in the design will alter the application rate, diameter of
coverage, and subsequently the application uniformity. For example,
operating the system with excessive pressure results in smaller
droplets, greater potential for drift, and accelerates wear of the
sprinkler nozzle. Clogging of nozzles can result in pressure increase.
Plugged intakes or crystallization of mainlines will reduce operating
pressure. Operating below design pressure greatly reduces the
coverage diameter and application uniformity.
For the above reasons, you, should calibrate your equipment on a
regular basis to ensure proper application rates and uniformity.
Calibration at least once every three years is recommended.
Calibration involves collecting and measuring flow at several
•
North Carolina State University 87

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i-

State of North Carolina
3� D partment of Environment and Natural Resources RECEIVEi)
t \0 Division of Water Quality WA7P00114 i1y, l Cr1Ord
Non -Discharge Permit Application Form J�l�i r�
(THIS FORM M I Y BE PHOTOCOPIED FOR USE .4S , !,V ORIGI,V�1 L) C 1999
General Permit - Existing Animal Waste 0peratio1M_0rst:harg. Pemm,tu
ng
The following questions have been completed utilizing information on file with the Division. Please
review the information for completeness and make any corrections that are appropriate. If a
question has not been completed by the Division, please complete as best as possible. Do not leave
any question unanswered.
1. GENERAL INFORMATION:
1.1 Facility Name: Pork Partners Inc
1.2 Print Land Owner's name: tle� _ �'Q0.(A4-4 +A 5LG _ 27 MC
1.3 Mailing address: 3831 Beulah Road
City, State: Clinton NC Zip: 28328
Telephone Number (include area code): 910-592-7621 t4 o!!A� q 1 0 - 4-4 3 - 3 43 q l ui 91R K
1.4 County where facility is located: Bladen
1.5 Facility Location (Directions from nearest major highway. Please include SR numbers for state roads. Please include a
copy of a county road map with the location of the farm identified): SR 1100 1/2 mile north of NC 211 by-pass
Bladenboro
1.6 Print Farm Manager's name (if different from Land Owner): William Butler
1,7 Lessee's 1 Integrator's name (if applicable; please circle which type is listed): Carroll's Foods Inc
1.8 Date Facility Originally Began Operation: I / 9 a
1.9 Date(s) of Facility Expansion(s) (if applicable): I m /q l
2. OPERATION INFORMATION:
2.1 Facility No.: �_ (county number); 41 (facility number).
2.2 Operation Description: Swine operation
We —an to Feeder
7104- Certified Design Capacity
Is the above information correct? yes; no. If no, correct below using the design capacity of the facility
The "No. of Animals" should be the maximum number for which the waste management structures were designed.
Type of Swine No. of Animals Type of Poultry No. of Animals Type of Cattle No. of Animals
0 Wean to Feeder 0 Layer 0 Dairy
0 Feeder to Finish 0 Non -Layer 0 Beef
0 Farrow to Wean (# sow) 0 Turkey
0 Farrow to Feeder (# sow)
0 Farrow to Finish (# sow)
Other Type of Livestock on the farm: No. of Animals:
FORM: AWO-G-E 5/28/98 Page 1 of 4 09 - 41

2.3 Acreage cleared and available for application (excluding all required buffers and areas not covered by the application
system): 3 9, 5 ; Required Acreage (as listed in the AWMP): 19
2.4 Number o lagoon storage ponds (circle which is applicable):
2.5 Are subsurface drains present within 100' of any of the application fields? or NO (please circle one)
2.6 Are subsurface drains present in the vicinity or under the lagoon(s)? YES or00 (please circle one)
2.7 Does this facility meet all applicable siting requirements? (Swine Farm Siting Act, NRCS Standards, etc.) (Swine Only)
YE or NO (please circle one)
What was the date that this facility's swine houses and lagoon were sited?
What was the date that this facility's land application areas were sited? S
3. REQUIRED ITEMS CHECKLIST
Please indicate that you have included the following required items by signing your initials in the space provided next to each
item.
Applicants initials
3.1 One completed and signed original and one copy of the application for General Permit - Animal
Waste Operations;
3.2 Two copies of a general location map indicating the location of the animal waste facilities and
field locations where animal waste is land applied;
3.3 Two copies of the entire Certified Animal Waste Management Plan (CAWMP). If the facility
does not have a CAWMP, it must be completed prior to submittal of a general permit
application for animal waste operations.
The CAWMP must include the following components. Some of these components may not
have been required at the time the facility was certified but should be added to the
CAW,YtP for permitting purposes:
4.3. l The Waste Utilization Plan (WUP) must include the amount of Plant Available
Nitrogen (PAN) produced and utilized by the facility.
f3.3.2 The method by which waste is applied to the disposal fields (e.g. irrigation,
injection, etc.)
-3.3.3 A map of every field used for land application.
�3.3.4 The soil series present on every land application field.
-13.3.5 The crops grown on every land application field.
�3.3.6 The Realistic Yield Expectation (RYE) for every crop shown in the WUP.
✓3.3.7 The PAN applied to every land application field.
0.3.8 The waste application windows for every crop utilized in the WUP.
03.9 The required NRCS Standard specifications.
✓3.3.10 A site schematic.
4.3.1 1 Emergency Action Plan.
0.3.12 Insect Control Checklist with chosen best management practices noted.
v3.3. l3 Odor Control Checklist with chosen best management practices noted.
,3.3.14 Mortality Control Checklist with the selected method noted.
-3.3. l5 Lagoon/storage pond capacity documentation (design, calculations, etc.). Please be
sure to include any site evaluations, wetland determinations, or hazard classifications
that may be applicable to your facility.
.-3.3.16 Operation and Maintenance Plan.
If your CAWMP includes any components not shown on this list, please include the
additional components with your submittal.
FORM: AWO-G-E 5/28/98 Page 2 of 4 09 - 41

i
Facility Number: 09 - 41
Facility Name: Pork Partners Inc
warRECEIVED i 1ON
JUN 0 2 i999
4. APPLICANT'S CERTIFICATION: IVon-Discharge Fermi,,ng
i, IkML (1�5S I eiwc, (Land Owner's name listed in question 1.2), attest that
this application for thk� ,iNC _ (Facility name listed in question 1.1)
has been reviewed by me and is accurate and complete to the best of my knowledge. 1 understand that if all required parts of this
application are not completed and that if all required supporting information and attachments are not included, this application
package voi4 be returned to me as ypcom plete. �
Signature
Date
5. MANAGER'S CERTIFICATION: (complete only if different from the Land Owner)
1, ' t t
1LA, A , a U (Manager's name listed in question 1.6), attest that this
application for _Qk K _ � }�S , 1 NC_' (Facility name listed in question 1.1)
has been reviewed by me and is accurate and complete t t e 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 returne as t c p4ete.
Signature � as - Date 5 t' ` 9
THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING INFORMATION AND MATERIALS,
SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DIVISION OF WATER QUALITY
WATER QUALITY SECTION
NON -DISCHARGE PERMITTING UNIT
POST OFFICE BOX 29535
RALEIGH, NORTH CAROLINA 27626-0535
TELEPHONE NUMBER: [phone]
FAX NUMBER: [phone]
FORM: AWO-G-E 5/28/98 Page 3 of 4 09 - 41

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