960193_Permit Renewal Application 2019_20190410

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Waste Management Systems
Request for Certification of Coverage
Facility Currently covered by an Expiring Sate Non -Discharge General Permit
On September 30, 2019, the North Carolina State Non -Discharge General Permits for Animal Waste Management Systems will
expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these State
Non -Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore, all applications
must be received by the Division of Water Resources by no later than April 3, 2019.
Please do not leave any question unanswered. Please verb all information and make any necessary corrections below.
Application must be signed and dated by the Permittee.
1. Farm Number: 96-0193 Certificate Of Coverage Number: AWS960193
2. Facility Name: Strickland Farms 5-12
3. Landowner's Name (same as on the Waste Management Plan): Recinald H Strickland
4. Landowner's Mailing Address: 671 Hollin--sworth Rd
City: Mount Olive State: NC Zip: 28365
Telephone Number: 910-594-0011 Ext. E-mail: (rent itrQs_�SC nc V e+
5. Facility's Physical Address: 2375 Grantham School Rd
City: Mount Olive State: NC
6. County where Facility is located: Wayne
7. Farm Manager's Name (if different from Landowner):
8. Farm Manager's telephone number (include area code):
9. Integrator's Name (if there is not an Integrator, write "None"):
10. Operator Name (OIC): Re_ inald H. Strickland
11. Lessee's Name (if there is not a Lessee, write "None"):
12. Indicate animal operation type and number:
Current Permit: Ooerations Tvne
Swine - Feeder to Finish
Operation Types:
Swine
Cattle
Wean to Finish
Dairy Calf
Wean to Feeder
Dairy Heifer
Farrow to Finish
Milk Cow
Feeder to Finish
Dry Cow
Farrow to Wean
Beef Stocker Calf
Farrow to Feeder
Beef Feeder
Boar/Stud
Beef Broad Cow
Gilts
Other
Other
PrestaLa Farms Inc
Phone No.: 910-594-0011
Allowable Count
5,880
Zip: 28365
OIC #: 17915
Dry Poultry
Other Types
Non Laying Chickens
Horses - Horses
Laying Chickens
Horses - Other
Pullets
Sheep - Sheep
Turkeys
Sheep - Other
Turkey Pullet
Wet Poultr.
Non Laying Pullet
Layers

ROY COOPER
Cr»•ernor
MICHAEL S. REGAN
secrewy
LINDA CULPEPPER
Director
r ;f
NORTH CAROLINA
Environmental Quality
February 27, 2019
Reginald H Strickland
Strickland Farms 5-12
671 Hollingsworth Rd
Mount Olive, NC 28365
Subject: Application for Renewal of Coverage for Expiring State General Permit
Dear Permittee:
Your facility is currently approved for operation under one of the Animal Waste Operation State Non -Discharge General Permits,
which expire on September 30, 2019. Copies of the new animal waste operation State Non -Discharge General Permits are available
at .nc.eov/about/divisions/water-resources/water- uality-reeional- erations/af or by writing or calling:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
In order to assure 4' ur continued coverage under the State Non -Discharge General Permits. you must submit an application for
rmit coverage to the Division. Enclosed you will find a "Request for Certificate of Coverage Facility Currently Covered bs an
Expiring State Non -Discharge General Permit." The application form must be completed signed and returned by A ilr� 3
Please note that you must include one 1 co ► of the Certified Animal Waste Management Plan CAWMP ith th
completed and siened application form. A list of items included in the CAWMP can be found on page 2 of the renewal
application form.
Failure to request renewal of your coverage under a general permit within the time period specified may result in a civil penalty.
Operation of your facility without coverage under a valid general permit would constitute a violation of NCGS 143-215.1 and could
result in assessments of civil penalties of up to $25,000 per day.
If you have any questions about the State Non -Discharge General Permits, the enclosed application, or any related matter please feel
free to contact the Animal Feeding Operations Branch staff at 919-707-9100.
Sincerely,
Jon Risgaard, Section Chief
Animal Feeding Operations and Groundwater Section
Enclosures
cc (w/o enclosures): Washinglon Regional Office, Water Quality Regional Operations Section
Wayne County Soil and Water Conservation District
AFOG Section Central Files - AWS960193
Prestage Farms Inc
I��\North Caro taDevartrn=atofEnvro^merta^,nuat_.• I DvsonofWater Rel�ur�s
1 512 N. Ss sbun, St. 11c'3.S" R4a Servo ---Center I Ra egh, North Caro ra 274 -ISSS.
919.707 m-M0

13. Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary
corrections and provide missing data.)
Structure
Name
Estimated
Date
Built
Liner Type
(Clay, Synthetic,
Unknown)
Capacity
(Cubic Feet)
Estimated
Surface Area
(Square Feet)
Design Freeboard
'Redline"
(Inches)
5-12
4/24/1995
ti
�(� / Q
•13090
19.00
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application
as required by NC General Statutes 143-215.1OC(d) to the address below.
The CAWMP must include the following components:
X. The most recent Waste Utilization Plan (WUP), signed b� the owner and a certified technical specialist, containing:
a. The method by which waste is applied to the disposal fields (e.g. irrigation, injection, etc.)
b. A map of every field used for land application (for example: irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation (RYE) for every crop shown in the WUP
f. The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
/2. A site map/schematic
/ 3. Emergency Action Plan
-/ 4. Insect Control Checklist with chosen best management practices noted
d 5. Odor Control Checklist with chosen best management practices noted
6. Mortality Control Checklist with selected method noted - Use the enclosed updated Mortality Control Checklist
�,-"7. Lagoon/storage pond capacity documentation (design, calculations, etc.) Please be sure the above table is accurate and
complete. Also provide any site evaluations, wetland determinations, or hazard classifications that may be applicable to
your facility.
✓8. Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the additional components with your submittal.
(e.g. composting, digesters, waste transfers, etc.)
As a second option to mailing paper copies of the application package, you can scan and email one signed copy of the
application and all the CAWMP items above to: [e-mail]

I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included, this application package will be returned to me as incomplete.
Note: In accordance with NC General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement,
representation, or certification in any application may be subject to civil penalties up to $25,000 per violation. (18 U.S.C.
Section 1001 provides a punishment by a fine of not more than $10,000 or imprisonment of not more than 5 years, or both for
a similar offense.)
Printed Name of Signing Official (Landowner, or if multiple Landowners all landowners should sign. If Landowner is a
corporation, signature should be/by a principal executive officer of the corporation): J
Name: 9 _W 7'ricl< a . ? Title: 6Wr)C'd lop e(ri1
Signature: Date: 3
Name:
Signature:
Name:
Signature:
Title:
Date:
Title:
Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
E-mail: 2019PermitRen [e-mail]
FORM: RENEWAL -STATE GENERAL 02/2019

he!relA[d 5ff-iC(C/And %-�r1fr-F-e-77 JrxtCIC/q4G�
d � q jS ANIMAL WASTE UTILIZATION PLAN / 7 9/3
Producer: Reginald Strickland
Location: 41t11s;-1-;0►z'A Rd
Mt. Olive NC 28365
Telephone: ?1e S9y-66//
Type Operation: Existing Feeder to Finish swine
Number of Animals: 5880.00 hogs
(Design Capacity)
STORAGE STRUCTURE: Anaerobic Waste Treatment Lagoon
APPLICATION METHOD: Irrigation
The waste from your animal facility must be land applied at a
specified rate to prevent pollution of surface water and/or
groundwater.' The plant nutrients in the animal waste should be used
to reduce the amount of commercial fertilizer required for the 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.
Page: 1

ANIMAL WASTE UTILIZATION PLAN
5. Wind conditions should also be considered to avoid drift and
downwind odor problems.
6. To maximize the value of the nutrients for crop production
and to reduce the potential for pollution, the waste should
be applied to a growing crop or applied not more than 30
days prior to planting a crop or forages breaking dormancy.
Injecting the waste or disking will conserve nutrients and
reduce odor problems.
This plan is based on the waste application method shown above. If
you choose to change methods in the future, you need to revise this
plan. Nutrient levels for different appl-ication 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 shallbe made for the area receiving waste to be flexible
so as to accommodate changing waste analysis content and crop type.
Lime must be applied to maintain pH in the optimum range for specific
crop production.
This waste utilization plan, if carried out,.meets the requirements
for compliance with 15A NCAC 2H .0217 adopted by the Environmental
Management Commission.
AMOUNT OF WASTE PRODUCED PER YEAR (gallons, ft3, tons, etc.)
5880 hogs x 1.9 tons waste/hogs/year = 11172 tons
AMOUNT OF PLANT AVAILABLE NITROGEN (PAN) PRODUCED PER YEAR
5880 hogs x 2.3 lbs PAN/hogs/year = 13524 lbs. PAN/year
Applying the above amount of waste is a big job. You should plan
time and have appropriate equipment to apply the waste in a timely
manner.
The following acreage will be needed for waste application based on
the crop to be grown, soil type and surface application.
Page: 2

ANIMAL WASTE UTILIZATION PLAN
TRACT
789
789
789
'89
789
789
789
789
789
IFIELD
1
TABLE 1: ACRES OWNED BY PRODUCER
SOIL TYPE & CLAA
DETERMINING PHA;
WaB
;S-
CROP
YIELD
LBS
COMM N
**
;E
CODE
AW N
PER
ACRE
PER AC
AC
-----
or
APPLY
RESID.
METH
N
BH
5.5
275
17.32
I
* LBS
S AW N
USED
APPLIC
TIME
4763
APR-AUG
"1
SG
1
�10
17.32 1732
I
SEP-MAY
14
Ke
BP
4.1
1.87
I
1
1205 1
�383.3_5_
APR-AUG
-14
SG
1
I
�100
�1.87 118-7
SEP-MAY
15
NoB
BP
4.6
6.3 1449
I
1230 1
1 APR-AUG
--15
SG
1
6.3 630
I
1100
SEP-MAY
3
Ke
BP
4.1
I
1
1205
115.4513167.25
APR-AUG
"3
JSGG_
1
�100���15�.451545
I
SEP-MAY
4
WaB
CO
550
55
��70�.35�569.21I
5
NoA
CO
700
I
170 1
�2.1 1147
MAY-JUN
END
--
I
TOTAL114572.8
- Indicates that this field is being overseeded (i.e.
interplanted) or winter annuals follow summer annuals.
Page: 3

ANIMAL WASTE UTILIZATION PLAN
NOTE: The applicator is cautioned that P and K may be over applied
while meeting the N requirements. In the future, regulations
may require farmers in some parts of North Carolina to have a
nutrient management plan that addresses all nutrients. This
plan only addresses nitrogen.
Page: 4

ANIMAL WASTE UTILIZATION PLAN
TABLE 2: ACRES WITH NOTARIZED AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent landowners must be attached.)
(Required only if operator does not own adequate land.
See required specification 2.)
TRACT
FIELD
SOIL TYPE & CLASS-
CROP
YIELD
LBS
COMM N
DETERMINING PHASE
CODE
AW N
PER
PER AC
AC
-----
or
APPLY-
RESID.
END
METH
N
** * LBS
ACRES AW N
USED
APPLIC
TIME
T TAL 10
Indicates that this field is being overseeded (i.e. interplanted) or
winter annuals follow summer annuals.
In interplanted fields (i.e. small grain, etc, interseeded
in bermudagrass), forage must be removed through grazing,
hay and/or silage. Where grazing, plants should be grazed
when they reach a height of six to nine inches. Cattle
should be removed when plants are grazed to a height of four
inches. In fields where small grain, etc, is to be removed
for hay or silage, care should be exercised not to let small
grain to reach maturity, especially late in the season (i.e.
April or. May). Shading may result if small grain gets too
high and this will definitely interfere with stand of
bermudagrass. This loss of stand will result in reduced
yields and less nitrogen being utilized. Rather than
cutting small grain for hay or silage just before heading as
is the normal situation, you are encouraged to cut the small
grain earlier. You may want to consider harvesting hay or
silage two to three times during the season, depending on
time small grain is planted in the fall.
The ideal time to interplant small grain, etc, is late
September or early October. Drilling is recommended over
broadcasting. Bermudagrass should be grazed or mowed to a
height of about two inches before drilling for best results.
:APR 0 4 2019
Page: 5

ANIMAL WASTE UTILIZATION PLAN
** Acreage figures may exceed total acreage in fields due to
overseeding.
* lbs AW N (animal waste nitrogen) equals total required nitrogen
less any commercial nitrogen (COMM N) supplied.
The following legend explains the crop codes used in tables 1 and 2 above:
CROP CODE
BH
BP
CO
SG
CROP
HYBRID BERMUDAGRASS-HAY
HYBRID BERMUDAGRASS-PASTURE
COTTON
SMALL GRAIN OVERSEEDED
TOTALS FROM TABLES 1 AND 2
ACRES
TABLE 1 53.39
TABLE 2 0
TOTAL 53.39
*** BALANCE
LBS AW N USED
14572.85
0
14572.85
-1048.85
UNITS
TONS
TONS
POUNDS
AC
*** This number must be less than or equal to 0 in order to
fully utilize the animal waste N produced.
PER UNIT
50
50
.1
100
Page: 6

ANIMAL WASTE UTILIZATION PLAN
*** This number must be less than or equal to 0 in order to fully
utilize the animal waste N produced.
Acres shown in each of the preceding tables are considered to be the
usable acres excluding required buffers, filter strips along ditches,
odd areas unable to be irrigated, and perimeter areas not receiving
full application rates due to equipment limitations. Actual total
acres in the fields listed may, and most likely will be, more than
the acres shown in the tables.
See attached map showing the fields to be -used for the utilization of
animal waste.
SLUDGE APPLICATION:
The waste utilization plan must contain provisions for periodic land
application of sludge at agronomic rates. The sludge will be nutrient
rich and will .require precautionary measures to prevent over application
of nutrients or other elements. Your production facility will produce
approximately 2175.6 pounds of plant available nitrogen per year in the
sludge.
If you remove the sludge every 5 years, you will have approximately 10878
pounds of PAN to utilize. Assuming you apply this PAN to hybrid
bermudagrass hayland at the rate of 300 pounds of nitrogen per acre, you
will need 36.26 acres of land. If you apply the sludge to corn at
the rate of 125 pounds of nitrogen per acre, you will need 87.024 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.
APPLICATION OF WASTE BY IRRIGATION
The irrigation application rate should not exceed the intake rate of the
soil at the time of irrigation such that runoff or ponding occurs. This
rate is limited by initial soil moisture content, soil structure, soil
texture, water droplet size, and organic solids. The application amount
should not exceed the available water holding capacity of the soil at the
time of irrigation nor should the plant available nitrogen applied exceed
the nitrogen needs of the crop.
If surface irrigation is the method of land application for this plan,
it is the responsibility of the producer and irrigation designer to ensure
that an irrigation system is installed to properly irrigate the acres
shown in Tables 1 and 2. Failure to apply the recommended rates and
Page: 7

ANIMAL WASTE UTILIZATION PLAN
amounts of
nitrogen
shown in the tables may make this plan invalid.
The following
table
is provided as a
guide for establishing application
rates and
amounts.
Application
RatelApplic. Amount
Tract Field
Soil Type Crop
(in/hr)
(inches)
789
I 1
WaB
I BH
.6
I *1
789
f.. 14
Ke
I BP
.6
*1
I789
15
.5
*1
NoB
BP
789
3
.6
I Ke
BP
*1
789
4
.6
WaB
Co
*1
789
5
Co
I .5
NoA
*1
789
�1
i
789
I --14
789
--15
I
9
-3
SG
SG
__
1 .6
I _
*1
.6
*1
.5
*1
.6
*1
Page: 8

ANIMAL WASTE UTILIZATION PLAN
* 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 180.00 days of temporary storage and
the temporary storage must be removed on the average of once every
6.00 months. In no instance should the volume of the waste be stored
in your structure be within the 25 year 24 hour storm storage or one
foot of freeboard except in the event of the 25 year 24 hour storm.
It is the responsibility of the producer and waste applicator to
ensure that the spreader equipment is operated properly to apply the
correct rates to the acres shown in Tables 1 and 2. Failure to apply
the recommended rates and amounts of nitrogen shown in the tables may
make this plan invalid.
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
TOBACCO: THE ACRES OF TOBACCO PLANTED MUST BE EXCLUDED FROM THE
WASTE UTILIZATION PLAN BEFORE APPLYING EFFLUENT.
SMALL GRAIN (100 POUNDS): THE LAST APPLICATION OF ANIMAL WASTE IS TO
BE APPLIED TO THE BERMUDA PRIOR TO AUGUST 31. AN APPLICATION OF 50
LBS/ACRE OF PAN MAY BE APPLIED BETWEEN SEPTEMBER 15 AND OCTOBER 30.
AN ADDITIONAL 50 LBS/ACRE OF PAN MAY BE APPLIED IN FEBRUARY-MARCH.
Page: 9

WASTE UTILIZATION PLAN
REQUIRED SPECIFICATIONS
1. Animal waste shall not reach surface waters of the state by
runoff, drift, manmade conveyances, direct application, or
direct discharge during operation or land application. Any
discharge of waste which reaches surface water is prohibited.
2. There must be documentation in the design folder that the
producer either owns or has an agreement for use of adequate
land on which to properly apply the waste. If the producer does
not own adequate land to properly dispose of waste, he/she shall
provide a copy of an agreement with a landowner who is within a
reasonable proximity, allowing him/her the use of the land for
waste application. It is the responsibility of the owner of the
facility to secure an update of the Waste Utilization Plan when
there is a change in the operation, increase in the number of
animals, method of utilization, or available land.
3. Animal waste shall be applied to meet, but not exceed, the
nitrogen needs for realistic crop yields based on soil type,
available moisture, historical data, climatic conditions, and
level of management, unless there are regulations that restrict
the rate of application for other nutrients.
4. Animal waste shall be applied to land eroding less than 5 tons
per acre per year. Waste may be applied to land that is eroding
at 5 or more tons, but less than 10 tons per acre per year
providing grass filter strips are installed where runoff leaves
the field. (See FOTG Standard 393 -Filter Strip)
5. Odors can be reduced by injecting the waste or disking after
waste application. Waste should not be applied when there is
danger of drift from the irrigation field.
6. When animal waste is to be applied on acres subject to
flooding, it will be soil incorporated on conventionally tilled
cropland. When applied to conservation tilled crops or
grassland, the waste may be broadcast provided the application
does not occur during a season prone to flooding. (See "Weather
and Climate in North Carolina" for guidance.)
7. Liquid waste shall be applied at rates not to exceed the soil
infiltration rate such that runoff does not occur offsite or to
surface waters and in a method which does not cause drift from
the site during application. No ponding should occur in order
to control odor or flies.
8. Animal waste shall not be applied to saturated soils, during
rainfall events, or when the surface is frozen.
9. Animal waste shall be applied on actively growing crops in such
a manner that the crop is not covered with waste to a depth that
would inhibit growth. The potential for salt damage from animal
waste should also be considered.
Page: 10

WASTE UTILIZATION PLAN
RECUIRED SPECIFICATIONS
10. Waste nutrients shall not be applied in fall or winter for
spring planted crops on soils with a high potential for
leaching. Waste nutrient loading rates on these soils should be
held to a minimum and a suitable winter cover crop planted to
take up released nutrients. Waste shall not be applied more
than 30 days prior to planting of the crop or forages breaking
dormancy.
11. Any new swine facility sited on or after October 1, 1995 shall
comply with the following: The outer perimeter of the land area
onto which waste is applied from a lagoon that is a component of
a swine farm shall be at least 50 feet from any residential
property boundary and from any perennial stream or river (other
than an irrigation ditch or canal. Animal waste other than
swine waste from facilities sited on or after October 1, 1995),
shall not be applied closer than 25 feet to perennial waters.
(See Standard 393 - Filter Strips).
12. Animal waste shall not be applied closer than 100 feet to
wells.
13. Animal waste shall not be applied closer than 200 feet of
dwellings other than those owned by the landowner.
14. Waste shall be applied in a manner not to reach other property
and public right-of-ways.
15. Animal waste shall not be discharged into surface waters,
drainageways, or wetlands by a discharge or by over -spraying.
Animal waste may be applied to prior converted cropland provided
they have been approved as a land application site by a.
'.'technical specialist". Animal waste shall not be applied on
grassed waterways that discharges directly into water courses,
and on other grassed waterways, waste shall be applied at
agronomic rates in a manner that causes no runoff or drift from
the site.
16. Domestic and industrial waste from washdown facilities,
showers, toilets, sinks, etc., shall not be discharged into the
animal waste management system.
17. A protective cover of appropriate vegetation will be
established on all disturbed areas (lagoon embankments, berms,
pipe runs, etc.). Areas shall be fenced, as necessary, to
protect the vegetation. Vegetation such as trees, shrubs, and
other woody species; etc., are limited to areas where considered
appropriate. Lagoon areas should be kept mowed and accessible.
Berms and structures should be inspected regularly for evidence
of erosion, leakage or discharge.
Page: 11

WASTE UTILIZATION PLAN
REQUIRED SPECIFICATIONS
18. If animal production at the facility is to be suspended or
terminated, the owner is responsible for obtaining and
implementing a "closure plan" which will eliminate the
possibility of an illegal discharge, pollution and erosion.
19. Waste handling structures, piping, pumps, reels, etc., should
be inspected on a regular basis to prevent breakdowns, leaks,
and spills. A regular maintenance checklist should be kept on
site.
20. Animal waste can be used in a rotation that includes vegetables
and other crops for direct human consumption. However, if
animal waste is used on crops for direct human consumption it
should only be applied preplant with no further applications of
animal waste during the crop season.
21. Highly visible markers shall be installed to mark the top and
bottom elevations of the temporary storage (pumping volume) of
all waste treatment lagoons. Pumping shall be managed to
maintain the liquid level between the markers. A marker will
be required to mark the maximum storage volume for waste
storage ponds.
22. Waste shall be tested within 60 days of utilization and soil
shall be tested at least annually at crop sites where waste
products are applied. Nitrogen shall be the rate - determining
element. Zinc and copper levels in the soils shall be
monitored and alternative crop sites shall be used when these
metals approach excessive levels. pH shall be adjusted for
optimum crop production and maintained. Soil and waste
analysis records shall be kept for five years. Poultry dry
waste application records shall be maintained for three (3)
years. Waste application records for all other waste shall be
maintained for five (5) years.
23. Dead animals will be disposed of in a manner that meets North
Carolina regulations.
Page: 12

ANIMAL WASTE UTILIZATION PLAN
WASTE UTILIZATION PLAN AGREEMENT
Name of Farm:Strickland Farms 5-12 (#96-193)
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 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: Reginald Strickland
(Please printWe.1W1ZZ
/
signature: Date: IF' lv- 99
Name of Manager(If different from owner):
Signature:
Date:
Name of Person Preparing Plan: (Please print)Patricia S. Gabriel
Affiliation:MRCS Phone No. 919-731-1532
Address (Agency): 208 W. Chestnut St.
Goldsboro NC 27530-4708
r'
signature: Date:
A--� -( - S9
Page: 13

USDA United States
Department of
imMM Agriculture Wayne County, North Carolina
�•,.. _ ";f�.:. '.',r'',-•NC191 T789 Al
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it F' •
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Farm 11256
Tract 789
2015 Program Year
CLU
Acres
I HEL
Crop
1
121.3
1 NHEL
3
20.19
NHEL
4
13.52
NHEL
.5
2.56
NHEL
6
21.41
NHEL
10
0.59
NHEL
12
12.83
NHEL
14
2.25
NHEL
15
7.53
NHEL
16
1.22
UHEL
17
9.79
UHEL
18
102.91
UHEL
19
0.31
UHEL
20
2.26
UHEL
21
10.23
UHEL
22
12.18
UHEL
Page Cropland Total: 102.18 acres
Base Image Layer flown in 2014
Map Created January 07, 2015
Common Land Unit
Cropland
Non -Cropland
Tract Boundary
Wetland Determination Identifiers
® Restricted Use
0 Limited Restrictions
Exempt from Conservation
Compliance Provisions
ducer and/or the NAIP imagery. The producer
accepts the oats 'as is' and assumes all risks associated with its use. The USDA Farm Service Agency assumes no responsibility for actual or consequential damage incurred as a result of any user's reliance on this data outside FSA Programs.
Wetland identifiers do not represent the size, shape, or specific determination of the area. Refer to yourodginal determination (CPA-026 and attached maps) for exact boundaries and determinations or contact NRCS.

WAYNE COUNTY
EMERGENCY ACTION FLAN _
DIVISION OF WATER QUALITY (DWQ)-19-'��+6-64A1
EMERGENCY MANAGEMENT SERVICES (EMS) 919-731-141:3
SOIL & WATER CONSERVATION DISTRICT (SWCD) 919-731-1532
NATURAL RESOURCES CONSERVATION SERVICE (MRCS) 919-7.:31-1532
COOPERATIVE EXTENSION SERVICE (CES) 919-731-1525
This plan will be implemented in the event that wastes from your
operation are leaking, overflowing, or running off the site. You should
NOT wait until wastes reach surface 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. Suggested responses to problems are
listed below:
A. Lagoon overflow-poss solutions are:
a. Add soil to berm to increase elevation of dam, any
permanent alteration of the dam should be approved by a
qualified technical specialist.
b. Pump wastes to field at an acceptable rate.
c. Stup all additional flow to the lagoon -hold waste in the
house if possible.
d. Call a pumping contractor.
e. Make sure no surface water is entering lagoon.
P. Runoff from waste application field -action include:
a. Immediately stop waste application.
b. Create a temporary diversion or berm to contain the
waste.
c. Incorporate waste to reduce further 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 (flushing system) pump.
b. Stop irrigation pump.
c. Close valves to eliminate further discharge.
e. Repair all leaks prior to restarting pumps.
D. Leakage from flush system, houses, solids separators -actions
include:
a. Stop recycle (flushing system) pump.
b. Stop irrigation pump.
c. Make sure no siphon effect has been created.
d. Stop all flows in the house, flush systems, or solid
separators.
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 to catch all seepage, put in a
submersible pump, and pump back into 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 the 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. Could 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, at 919-946-6481, 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, AND 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) Emergency Management Services at
919-731-1413.
c. Instruct EMS to contact local Health Department.
d. Contact local Soil and Water Conservation District
(SWCD), Natural Resources Conservation Service
(NRCS) office at 919-731-1532 and Cooperative Extension
Service (CES) at 919-731-1525 for advice/technical
assistance.
4. If none of the above works call 911 or the sheriffs Department
and explain your problem to them and ask that person to contact
the proper agencies for you.

5. Contact the contractor of your choice to begin repair of the
problem to minimize off -site damage.
a. Contractors Name:slS,Lr.:�
b. Contractors Address:
c. Contractors Phone: '77'
E. Contact the technical specialist who certified the lagoon (NRCS,
Consulting Engineer, etc.)
a. Name: cC-_�
b. Phone: 91-S771
7. Implement procedures as advised by DWG 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.
8. If you are a contract swine grower, associated with a swine
company integrator, contact the company representative at
1-910-592-5771

US11 Ualtlers
Lagoolls and N11-s
l3xccssivc vcbclativc
Growill
I'ccdcrs
feed Storage
Insect Control Checklist for Animal Operations
Accutim1 loll orso ids 0
--• C'ruslctl Solids
__
11MI's to Col►lrol blsecis Silc Specific-1'raclices
I.L�uid 5 • i
l s ems
flush syslcn,.is designed and operaled
sufficicmly to remove accunlulatctl solids f,•oa,
guucrs as designed.
Remove bridging ofaecunaallaled solids al
_discharge
Maintain lagoons, scllling basins antl pits where — —
pest brecding.is apparcnl to nrininlizc the
crusting "solids to a depth ofno more Ihau G -
__ 3 inches over more than 30"Ao ofstlrf:,ce.
• Ucc:lying vcgclulit», is Maintain vegetative control along backs of —
lagoons and other impoundments to prevcnl
acctnnuhltion of decaying vegetative matter
alaang avaler's edge on impoundment's perimeter.
l)ry S}pslenls
may" VI��""i'� Ilfl Design, operale and maill(aill reed systclns 6 9.
bunkers and troughs) to nlinintiZc the
accumulation ordccaying wastage.
Clealt 110 spi1G•l9c on a Mill hie basis (e.g., 7 - 10
day inlerval During sununcr; 15-30 Jay interval
during winter).
• Accumulations of Iced residues O Reduce moisturc acctuuulalion Within and
arotuul immediate periincicr of feed storage
areas by insuring drainage away from site
and/or providing adequate containment (e.g.,.
covered bill for brewer's grsaiii and similar high
moisture grain products).
t7 Illspcct for and reinove or break up accumulated
solids in filter strips around feed storage as
needed.
AMIC- November 11. 1996, Page I

Source_
Anima! Molding Areas - - - q-
CGW[kusauurss or animal wastes
. and.feed wastage, •
O
Dry A�tanure Handling • Accumulations of animal wastes 13
Systems
.®
- 01[e apecillc Practices
Eliminate law areas that.trap rn-oislure along
fences ant1� other• : locktiou1 where waste
accumulates and disturbance by animals is
minimal.
Maintain fence rows and filter strips around
animal holding areas.to minimize
accumulations of wastes (i.e., inspect for and
remove or break up accumulated solids as
needed).
Remove spillage on a a�outine basis (eg., 7 -.10
day -interval during summer;15-30 day interval
during winter) whine manure is loaded for land -
application or disposal.
Provide for adequate drainage around manure
stockpiles. -
Inspect for. and remove or break up accumulated
wastes in filter .strips around stockpiles and
manure handling areas as needed.
For more information contact the Cooperative Extension Service, Department of Entomology, Box 7613, North Carolina SUniversity,
ltaleigli, NC, 27695-7613. •
AMIC - November 11, 1996, Page 2

Swine farm. Waste Management Odor Control Checklist
u"""` pwuucaon
a
Vegetative or wooded buffers,
■
Recommended best management practices;
N
(food judgment and common sense
Animal body surfaces •
Dirty manure -covered animals
Ig
pry floors •
Floor surfaces •
Wet manure -covered floors
M
Slotted floors;
■
Waterers located over slotted'floors;
I]
Feeders at high end of solid floors;
13
Scrape manure buildup from floors;
®
Underfloor ventilation for drying
Manure collection pits •
Urine;
■
Frequent manure removal by flush, pit recharge,.
•
Partial microbial decomposition
or scrape;
17
Underfloor.ventilatioia
Ventilation exhaust fans .
Volatile gases;
a
Fait maintenance;
Dust
®
Efficient air movement
Indoor surfaces a
Dust
N
Washdown between groups of animals;
W
Feed additives; - -
®
Feeder covers;
X
Feed delivery downspout extenders to feeder
Flush tanks ®
Agitation of recycled lagoon
®
covers
Flush tank covers;
liquid while tanks are filling
®
Extend fill lines to near bottom of tanks with
wastewater
conveyance
vents
17 Underfloor flush with underfloor
Pit recharge points • ' Agitation'of recyc ed lagoon IN Extend recharge lines to near bottom of pits
liquid while pits are filling. with anti -siphon vents
Lift stations ® Agitation during .sump tank 13 'Sump tank covers
filling and drawdown
Outside drain collection a Agitation during wastewater 13 Eiox covers
orjunction boxes conveyance
AMO.0 - November 11,1996, Page 3

Source [:ease BMPs to hunimize.Odoi• Site Specitc Practices
End of drainpipes at •. Agitation during was[ewater 93 Extend discharge point of pipes.undemeath
lagoon ... coffeyance::: _.:. lagoon liquid level`
Lagoon surfaces • Volatile gas emissions, w 19 Proper 12go04 liquid capacity,
• Biological mixing," N Correct lagoon startup procedures; .
• Agitation O Minimum sum Ito -volume ratio;
0 Minimum agitation when.pumping;
® Mechanical aeration;
® Proven biological additives
Irrigation sprinkler . • High pressure agitation; AB Irrigate on dry days with little or no wind;
nozzles • Wind drift O Minimum recommended operating pressure;
IN Pump intake near lagoon liquid surface;
CO : Pump from second -stage lagoon
Storage tank or basin ® Partial microbial decomposition; O Bottom or midlevel loading;
surface o Mixing while filling; O Tank covers;
• Agitation wheg emptying D Basin surfacemats of solids;
O Proven biological additives or oxidants
Settling basin surface o Partial microbial decomposition; O Extend drainpipe outlets underneath liquid .
• Mixing while filling; level;
• Agitation when emptying O Remove settled solids regularly
Manure, slurry or sludge • Agitation when spreading; ® Soil injection of slueay/sludges;
spreader outlets • Volatile gas emissions O Wash residual manure from spreader after use;
O Proven biological additives or oxidants
Uncovered manure, ® Volatile gas emissions while O Soil injection of slurry/sludges
slurry or sludge on field drying ® S
surfaces oil incorporation within 48 hrs.;
O Spread in thin uniform layers for rapid drying;
O Proven -biological additives or oxidants
Dead. animals • Carcass decomposition ■ Proper disposition of carcasses
Dead animal disposal • Carcass decomposition. 13 Complete covering of carcasses in burial pits;
pry. 11 Proper location/construction of disposal pits
incinerators. s Incomplete combustion O Secondary stack Burners
AI'- November 11, 1996, Page 4

. "Umuir, water around • Improper drainage;
facrlrUes ` • 'Microbial decomposition of
01,Wo,mat tdr ,
Manure tracked onto • Poorly maintained access Vol
public roads from farm
a Grade and landscape s
away from facilities ,
u rarm access
:.Odom_~
at water drains
—""Ji•.uuaa uuVrmailOn
Swine Manure Management ; 0204 RulefBN1P Packet Available From
Swine Production Farm Potential odor Sources and Remedies ; EBAE Fact Sheet NCSU, County Extension Cer
Swine Production -Facility Manure-Mana ement: Pit Rec NCSU = BAE
g l}arge -Lagoon Treatment; EBAE 12848 NCSU - BAE
Swine Production Facility Manure Management: -Underfloor Flush - Lagoon Treatment ; EBAE 129-88 Lagoon Design and Management for LivestoEk Manure Treatment and Storage ; EBAE 103�83 NCSU -BAE
Calibrate". of Manure. and Wastewater Application Equipment; EBAE Fact Sheet NCSU - BAE
Controlling Odors from Swine Buildings; PIH-33 NCSU - BAE
Environmental Assurance Program ; 1JppC Manual NCSU - Swine Extension
Options for Managing Odor; a report from the Swine odor Task Force NC Pork Producers Assoc
Nuisance Concerns in Animal Manure Management: Odors and Flies ; PR4D10'7,1995 Conference proceedingsNCSU Agri. -Communications
Florida Cooperative Extension
AMOC -November 11, 1996, Page 5

Version —November 26, 2018
Mortality M,anagement.Methods
Indicate which method(s) will be implemented.
When selecting multiple methods indicate a primary versus secondary option.
Methods other than those listed must be approved by the State Veterinarian.
Primary Secondary Routine Mortality
Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.106-403). The bottom of the burial pit should be at least one foot above the seasonal
high water table. Attach burial location map and plan.
Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
71 ❑ Rendering at a rendering plant licensed under G.S. 106-168.7.
® Complete incineration according to 02 NCAC 52C .0102.
A composting system approved and permitted by the NC Department of Agriculture & Con-
sumer Services Veterinary Division (attach copy of permit). If compost is distributed off -farm,
additional requirements must be met and a permit is required from'NC DEQ.
a Q In the case of dead poultry only, placing in a disposal pit of a size and design approved by the
NC Department of Agriculture & Consumer Services (G.S. 106-549.70).
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 by the State Veterinarian must be attached).
aMass Mortality Plan
Mass mortality plans are required for farms covered by an NPDES permit. These plans are
also recommended for all animal operations. This plan outlines farm -specific mortality man-
agement methods to be used for mass mortality. The NCDA&CS. Veterinary Division sup-
ports a variety of emergency mortality disposal options; contact the Division for guidance.
• A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated
when numbers of dead animals exceed normal mortality rates as specified by the State
Veterinarian.
• Burial must be done in accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance.
• Mass burial sites are subject to additional permit conditions (refer to facility's animal
waste management system permit).
• In the event of imminent threat of a disease emergency, the State Veterinarian may enact
additional temporary procedures or measures for disposal according to G.S. 106-399.4
Sigriature of Farm Owner/Manager Date
_3 fig
Signature of Technical Specialist Date

m
NAME: REGINALD STRICKLAND
COUNTY: WAYNE
TYPE OPERATION: 5880 FEED -FINISH
TOTAL REQUIRED VOLUME
TOTAL DESIGN VOLUME AVAILABLE
*EXCAVATION AND FILL VOLUMES HAVE
NOT BEEN CHECKED OR VERIFIED BY
THE SOIL CONSERVATION SERVICE
1143256 CU FT
1161809 CU FT
ESTIMATED:
VOLUME OF LAGOON EXCAVATION 34528 CU YDS
VOLUME OF EXCAVATION FOR CLAY LINER 0 CU YDS
TOTAL EXCAVATION
VOLUME OF PAD FILL
VOLUME OF DAM
TOTAL FILL
-17
CUT - FILL RATIO
34528
CU
YDS
20934
CU
YDS
4462
CU
YDS
25396
CU
YDS
1.36 :1
CUTOFF TRENCH TO BE INSTALLED INTO SC MATERIAL UNDER
THE EMBANKMENT AREA.
* WHERE SM (SANDY)
MATERIAL IS
ENCOUNTERED OVEREXCAVATE
1.8 FEET AND BACKFILL WITH COMPACTED SC (SANDY CLAY)
MATERIAL.
TOP OF DAM
ELEVATION
54.0
PIPE INVERT
ELEVATION
52.3
BOTTOM
ELEVATION
42.0
BEGIN PAD
ELEVATION
54.5
END PAD
ELEVATION
54.9

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`
Operator:REGGIE STRICKLAND County: WAYNE
Distance to nearest residence (other than owner):
1. AVERAGE LIVE WEIGHT (ALW)
V
sows
(farrow
to
finish)
x 1417
lbs.
0
sows
(farrow
to
feeder)
x 522
lbs.
5880
head
(finishing
only)
x 135
lbs.
0
sows
(farrow
to
wean)
x 433
lbs.
0
head
(wean to
feeder)
x 30
lbs.
Describe other
:
Date: 04/24/95
2000.0 feet
= O
lbs
= O
lbs
= 793800
lbs
= 0
lbs
= 0
lbs
: 0
------ --------- -
Total Average Live Weight = 793800 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 793800 lbs. ALW x Treatment Volume(CF)/lb. ALW
Treatment Volume(CF)/lb. ALW = 1 CF/lb. ALW
Volume = 793800 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
SLUDGE ACCUMULATION NOT COMPUTED
Volume = 0.0 cubic feet AT OWNERS REQUEST. REMOVE SLUDGE
AS NEEDED.
4 TOTAL DESIGNED VOLUME
inside top length (feet)--------------------- 485.0
Inside top width (feet)---------------------- 275.0
Top of dike elevation (feet)----------------- 54.0
Bottom of lagoon elevation (feet)------------ 42.0
Freeboard (feet)
----------------------------- 1.0
Side slopes (inside lagoon)------------------ 3.0 : 1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 479.0 269.0 11.0
AREA OF TOP
LENGTH * WIDTH =
479.0 269.0 128851 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
413.0 203.0 83839 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
446.0 236.0 421024 (AREA OF MIDSECTION * 4)
CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
128851.0 421024.0 83839.0 1.E
Total Designed Volume Available = 1161809 CU. FT.

— TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
485.0 275.0 133375.0 square feet
Buildings (roof and lot water)
0.0 square feet
Describe this area.
TOTAL DA 133375.0 square feet
Design temporary storage period to be
180 days.
5A. Volume of waste produced
Feces & urine production in gal./day per
135 lb. ALW 1.37
Volume = 793800 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 1450008 gals. or 193851.3 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 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 = 77802.1 cubic feet
J�
CIL

5D. Volume of 25 year - 24 hour storm
Volume = 7.0 inches f 12 pinches per foot * DA
Volume = 77802.1 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 19.3851 cubic feet
5B. 0 cubic fact
5C: 77802 cubic feet
5D. 77802 cubic feet
TOTAL 349456 cubic feet
6. SUMMARY
Temporary storage 180 days
Rainfall in excess of evapor a ;ion =._=_.-_ ===•- 7.0 inches
5 year 24 hour r"'wt1.i"':f�.�. l ==:�:. _.�•=_�__=:==_c_---::> 7.0 inches
--- _ - __-
1=0 feet
Inside tG+F! �r='!7i�1_E"�-_.__.._.___.___._._.....__.--. __._._-___._......_...__..:: 48540 feet
inside -gyp +7l 275.0 ='+.
Top of dike
54.0 feet
Bottom of lagoon 42.0 feet
Total required Yi.^_•.Gume == :_ .--- - .== ___> 1143256 256 cu. f t�
Actual design volt. me===._=.===== ___ � _ ____ ___--_ 'i _809 ft.
Seasonal high water-t 1 e elevation i_ Lt� W _= 8 �feet
��. i� .E _. Ci _�. L� n 4 s I -I � ] _ 'a• i7 0 �
Stop pumping '50.0 feet
Must be > or = to the :JHWT e3 L=`;. , __._--_......._=. 48=9 feet
to min. req. treatment a 1 - 48.0 feet
Required minimum treatment volume-•= __.=_== - 793800 cu. f t.
VG+II_:me at stop pumping el evati on===_ ___:=_ =__> 795128 cu. f'i =
Start pumping e .ems ====__==_ __ -__ _ _-- _ -- _� ___-;:. 52.3 feet
Must be at bottom of freeboard & 25 ri r. rainfall
Actual volume less 25 `._'r. - 24 hr. rainfall-, 1{i''�,-J'j40t.'•7 cu. ft.
Volume at _tart pumping.elevi_=t•1_•ior-;---_-__==> 1072709 cu. -ft.
Required f-d tip.-' �-.._ 3.�_...._._........_-__.._-.�._..._-._.__._'•. +
f? C-+_ � r__ ._i volume (_itel F' t-+ + i t!=' r+illil JeC .-_._.._.-.._. __.._.--_....-________. _ .�- 53
Actual volume planned to, be putilped== __ __:_ _ ::w .;• 277581 cu. f ! e
Min. thickness of soil liner when required
(�=- . 1.8 feet
DES!GNED BY; �Eu�- cs- ^ APPROVED .BY;LCJ�._• J C,E
DATE, f�/,Z M9S DATE-. el-911FW4
NOTE: SEE ATTACHED WASTE UTILIZATION ft
*EXCAVATION AND FILL VOLUMES HAVE -
__ NOT BEEN CHECKED OR VERIFIED BY
THE SOIL CONSERVATION SERVICE

SHEET i OF 2
OPERATION AND MAINTENANCE PLAN
--------------------------.•-•---
This lagoon is designed for waste treatment (permanent storage) and
180 days of temporary storage„ The time required for the planned
fluid level (permanent and temporary storage) to be reached may vary
due to site conditions, weather, flushing operations!, and the amount
of fresh water added to the system„
The designed temporary storage consists of 180 days storage for:
(1) waste- from animals and (2) excess rainfall after- evaporation. Also
included is storage for the 25 year - 24 hour storm for the location„
The volume of waste generated from a given number of animals will be
fairly .constant throughout the year and from year to year, but excess
rainfall will vary from year to year. The .25 year rainfall will not
be a factor to consider in an annual pumping cycle, but this storage
volume must always be available„
A maximum elevation is determined in each design to begin
pumping and this is usually the outlet invert of pi pe(s) from
buil.ding(s). if the outlet pipe is not installed at the elevation to
begin pumping, a permanent marker must be installed at :his elevation
to indicate wi-Ien pumping should begin. All elevation must be established
to stop pumping maintain lagoon treatment depth.
._ �.�._ rn ! to !:rain a,_n 1:- i_
Pumping can be started or stopped at c'.+.ny time between these two
elevations for operating convenience ��:� site conditions permit, t, =t._!ch as
weather,soils, 1 crop_ and equipment ._._or der t apply to without
.�_..:::r!; crop, � 1 :a.l"1 CJ was_
runoff or leaching.
Land application of waste water is recognized as an acceptable
method of disposal. Methods of application include solid set.._.t center ';ji�;`ot, guns, traveling gun irri!-. at._l !_n. Care should be
taken when applying waste to prevent damage to cro
The following items =ire_' to be carried out;
!. it is strongly recommended that the treatment lagoon be pre --
charged ge to y 2 its capacity t �s prevent
_.. 1 1 _.. r _ .� � : excessive odors during
..l ! ! r ` : ! : J
start -,gip. Pre -charging reduces •FIEF_ concentration of the initial
waste entering the lagoon thereby reducing odors. Solids should be
covered with effluent at all. tildes. When precharging is co!I!pIi,--_+t;,;
flush buildings with recycled lagoon liquid. Fresh water should not
•
be used for flushing after initial filling.
2. The ;:!t.L'aci7:-,d waste utilization plan shall be followed. This.
plan recommends sampling and testing of waste (see attachment)
before land application.
3. Begin temporary storage pump -out of the la:_f-,on when fluid level
reaches the elevation 52.3 as marked by permanent marker. •`•.top pump -
out ;.:.IP-Ien the fluid level. reaches =1.e':atiol...! =,!}_t_. „ This t;_!Z-!lyor=ary
storage, less 5 yr.- 24 hr storm,contains 271653 cubic c feet or
2031968 gallons. lo! s.

' SHEET 2 OF 2
4. The recommended maximum amount to apply per irrigation is
one (1) inch and the recommended maximum application rate is 0.3
inch per hour. Refer to the waste utilization plan for further details.
5. Keep vegetation on the embankment and areas adjacent to the
lagoon mowed annually. Vegetation should be fertilized as needed
to maintain a vigorous stand.
6. Repair any eroded areas or areas damaged by rodents and
establish in vegetation.
7. All surface runoff is to be diverted from the lagoon to stable
outlets.
B. Keep a minimum of 25 feet of grass vegetated buffer around
waste utilization fields adjacent to perennial streams. Waste will
not be applied in open ditches. Do not pump within 200 feet of a
residence or within 100 feet of a well. Waste shall be applied in a
manner not to reach other property and public right-of-ways.
9. The Clean Water Act of 1977 prohibits the discharge of
pollutants into waters of the United States. The Department of
Environment, Health, and Natural Resources, Division of Environ-
mental Management, has the responsibility for enforcing this law.

-� Rev. May 1988
342-II-3
d. Any additional applications of soil amendments will be in
accordance with paragraph H.
D. , Seedbed Preparation
1. Work lime and fertilizer into the soil where conventional equipment
can be used. Use disk or similar equipment to prepare to depth of
3-4 inches. Use ripper if necessary.
E .
2. Lime and fertilizer may be applied with seed mixture when -a
hydroseeder is used and where mulch will be applied. Seedbed
preparation may not be necessary where hydro -seeding -equipment is
used. • -
3. Slopes that are too steep for conventional equipment (2:1 or steeper)
should be seeded with hydro -seeding, equipment.
Where hydro -seeding equipment is not available for use on steep slopes,
scarify the soil surface with a chain harrow, pick chain, grader blades
with chisels, hand tools, or other equipment that will pit the soil
or make trenches approximately 1-2 inches deep, 6-12 inches apart
across the slope in which the seed can lodge and germinate.
Establishment with Seeds
1. From the attached table, select the plant or mixture best suited
for the site based on soil and moisture conditions, slope, aspect
and elevation.
2. Seed specifications on contracts:
a. Specifications shall state the minimum seed purity percentage
and minimum germination percentage that is acceptable for the
species being used.
b. Seed containing prohibited or restricted noxious weeds may not
be accepted.
C. All seed shall be labeled to show that it meets the requirements
of North Carolina Seed Law.
- d. All seed used shall have been tested within the six (6) months
immediately preceding the date of seeding.
e. The inoculant for treating legume seed shall be prepared
specifically for the species. Inoculants shall not be used later
than the date indicated on the container. Twice the supplier's
recommended rate of inoculant will be used on dry seedings; four
times the recommended rate if hydro -seeded.

-342-II-4
Rev. May 1988 f
3. Where hydraulic seeding equipment is used, seed, fertilizer, and wood -
fiber mulch materials are mixed into a slurry with water. The
i_noculant is added to the tank immediately prior to seeding Care
should be used to spread the mixture evenly and within 30-minut'es
after the mixture is made. For best results, keep the mixture well
agitated and apply when soil is moist.
4. Where conventional equipment is used, seed shall be applied uniformly
with cultipacker-seeders, drills, rotary seeders, or other mechanical
seeders. Any equipment that will apply seed uniformly is acceptable.
Seedlings may be done by hand on areas where it is not practical and
feasible to use equipment. When seeding by hand, sow -one-half in one
direction and the other half at right angles to the first. Cover
seed'to a depth of approximately 1/2 to 1 inch, depending on the size
of the seed.
When cultipacker-seeder is not used, firm seedbed and cover seed with
suitable equipment, before or after mulching depending upon type mulch
used and method of anchoring.
5. On dikes, ditchbanks, etc., seeding may be made by broadcasting the
seed on spoil areas and side slopes immediately following excavation
or spoil spreading.
F. Establishment With Vegetative Material
1. Select•a•suitable plant from the attached table.
2 Areas that will be subject to traffic and routine mowing in
residential, commercial, or industrial developments may be established
by using grass stolons (sprigs or runners). Precaution should be
used to make certain only fresh, moist planting material is used.
a. Planting Methods for Bermudagrass
(1) Prepare a smooth seedbed, shred stolons, broadcast and disk
into the top 1-2 inches of soil,.and firm the soil.
Plantings may be made with a transplanter or hand planting
tools.
(2) Open shallow furrow 24-30 inches apart, drop clumps of
stolons in furrow and cover 1-2 inches deep, and smooth and
firm the soil.
[3) Fill burlap bags with Bermudagrass roots and soil. Place
bags 10-15 feet apart in small gullies or scouring ditches.
(4] Spread 3-4 inches of soil filled with Bermudagrass roots
and firm the soil.

Rev. May 1988
342-II-5
3. Crownvetch, kudzu, maidencane, and similar plants may be planted in
furrows; excavated holes; or with spade, dibble or similar hand
tools. When planting in excavated holes, dig holes large enough to
allow roots to spread out to full length. When planting in "pot"
holes or furrows, place about a level tablespoon of fertilizer per
plant in the bottom of the hole or furrow and cover with fresh soil
before planting. Set plants slightly deeper than they grew in the
nursery and firm the soil. If vegetative materials are not dormant,
water during planting operations.
G. Mulching
Mulch is'essential on steep, erosive sites where plant establishment
may be expected to be different. On some moderately fertile to fertile
sites planted at optimum time for the species, mulch may be omitted. It
is the responsibility of the conservationist to determine the need for
mulching based on the hazards involved; consider materials available; and
determine specifications for the job.
1. Mulching Materials
a. Dry, unchopped, unweathered small grain straw or hay free of
seeds of competing plants - Spread at the rate of 1-2 tons per
acre depending upon the site and season. Evenly spread mulch
over the area by hand or mechanical equipment. Apply mulch
uniformly so that about 25% of the ground surface is visible.
b. Sericea lespedeza seed bearing stems at a rate of three tons
per acre - This mulch may be applied green or dry but must
contain mature seed. Liming, fertilizing, and land preparation
should precede application of the sericea mulch.
C. Broomsedge hay mulch - Spread where it is desirable to establish
this native plant.
d. Shredded or hammermilled hardwood bark - Spread at a rate of 35
cubic yards per acre. On slopes of 2:1 or steeper, increase
rate to 40 cubic yards per acre. Do not apply asphalt material
to tack the hardwood bark.
e. Local materials such as burlap and pine boughs - Cover entire
area; secure in place if flowing water is involved. Do not use
green pine branches where pine trees are to be planted because
of possible insect or disease injury to plantings.
f. Barnyard manure and bedding - Apply uni.formly.so that about
25% of the ground surface is visible. /

342-II-b
2.
Rev. May 1988
g. Jute matting is a coarse, open -mesh material woven of heavy
jute twine. It may be used in place of mulch or sod and has
the strength to withstand waterflow. It is an accepted
practice to sow half the seed before placing the matting. Sow
the remaining half after the matting is laid. See the
manufacturer's specifications for installing.
h. Wood fiber (excelsior) is available as mulch material to be
blown on after seeding or as a matting to be stapled on steep
slopes, waterways, etc. See the manufacturer's specifications'
for installing..
i. Wood cellulose fiber mulch is mixed with seed, fertilizer, and
water. The resulting slurry is sprayed on with hydraulic
seeding equipment. Use at the rate of 500 pounds per acre
where straw or hay is to be applied. Use at the rate of 1,000
to 1,500 pounds per acre withoutother mulching materials.
Applied in a slurry, wood cellulose fiber mulch is
self -anchoring.
j. Other commercial products, such as fiberglass and various
kinds of nettings, are available. Manufacturer's directions
should be followed for applying and securing in place.
Mulch Anchoring Methods
Anchor mulch immediately after placement to minimize loss by wind and
water. Consider size of area, type of site, and cost and select one
of the following:
a. Mulch anchoring tool with a series of flat notched disks that
punch and anchor mulch material into the soil. A regular farm
disk weighted and set nearly straight may substitute but will
not do a job comparable to the mulch anchoring tool. The disk
should not be sharp enough to cut up the mulch.
The soil should be moist, free of stones or roots and loose
enough to permit penetration to a depth of 3 inches. Operate
as near as practical to the contour.
b. Mulch nettings - Staple light weight paper, jute, cotton,
plastic; or wire nettings to the soil surface according to
manufacturer's specifications. These nettings are usually in
-rolls 3 to 4 feet wide and up to 300 feet long.
C. Peg and twine - Drive 8 to 10 inch wooden pegs to within 2 to 3
inches of the soil surface every 4 feet in all directions.
Stakes may be driven before or after applying mulch. Secure
mulch to soil surface by stretching twine between pegs in'a
cross -cross within a square pattern. Secure twine around each
peg with two or more round turns. Poles and stakes may also be
used to secure brush in place.

Rev. May 1988
342-II-7
d. Slit - With a square pointed spade, cut mulch into the surface
soil in contour rows 18 inches apart.
e. Asphalt mulch tie -down - Asphalt sprayed uniformly on the mulch
as it is ejected from the blower is more effective than applied
as a separate operation. Apply so area has uniform appearance.
Rates of application will vary with conditions. The higher the
grade number assigned each type of asphalt the higher the
percentage of asphalt residue. Asphalt should not be used in
freezing weather.
(1) Emulsified Asphalt - Apply uniformly 0.04 to 0.08 gallons per
square yard or 200 to 400 gallons per acre of rapid setting;
(RS-1, CRS-1, RS-2, or CRS-2), medium setting (MS-1, MS-2, or
CMS-2); slow settin7, (SS=1 or CSS-1). Rapid setting (RS or CRS)
is formulated for curing in less than 24 hours even during
periods of high humidity. Best for spring and fall.
Medium setting (.MS or CMS) is formulated for curing -within 24 to
48 hours.
Slow setting (SS or CSS) is formulated for use during hot, dry
weather with 48 hours or more curing time.
4 Note,- In areas of playing children or pedestrian traffic,
asphalt application could cause problems of "tracking in" on
rugs;.damag.e shoes, clothing, etc. Use types RS or CRS to
minimize problem.
f. Mulch can be anchored with rye -for fall plantings or millet for
summer plantings. Use 1/4 to 1/2 bushel or rye or 15 pounds of
millet per acre broadcast -ahead of mulch application.
H. Maintenance
Maintenance is the most important controllable factor in retaining an
effective vegetative cover..
1. Control of Competition
Competitive weed growth during the period of establishment should be
controlled by mowing and/or with herbicides. When chemicals are used,
follow current North Carolina Agricultural Experiment Station's
chemical weed control recommendations and adhere strictly to
instructions on label.
2. Irrigation
If soil -moisture is deficient, supply new planting with adequate water
(3-4" penetration) for plant growth at 10-day intervals, if needed,
until they are established. This.is most important on late season
plantings, in abnormally dry or hot seasons.

342-II-8
3. Repairs
Rev. May 1988
Inspect.all areas for planting failures and make necessary repairs,
replacements, and reseeding within the planting season if possible.
A.':- time and Fertilizer
Lime and fertilizer -should be applied under'a regular program based
on ;soil fertility tests and on the use and general appearance of the
vegetative cover. In the absence of a soil test, lime and fertilize
as shown below:
_ a. Lime - Apply 1 to 2 tons dolomitic limestone per acre, or 43-92
pounds per 1,000 square feet during late fall or winter every
4-5 years and fertilize annually or as needed to maintain health,
vigorous growing plants.
b. Fertilizer:
Pure'stands of Tall Fescue, and mixtures of Tall Fescue -Red
Fescue and similar cool -season plants. Apply 4.00-500 pounds per
acre or 9-12 pounds per 1,000 square feet of 10-10-10, or its
equivalent in early fall. Additional fertilization with
nitrogen or a complete fertilizer is usually needed in early
spring. Do not use nitrogen on Fescue or Bluegrass from
mid -April to mid -summer.
Pure stands -of Bermuda Bahia, Lovegrass and similar
warm season +grasses. Apply 400-500 pounds per acre or 9-12
pounds per 1,000 square feet of 10-10-10 fertilizer or
equivalent when the plants start to green up in the spring.
Topdress with 60-90 pounds of nitrogen per acre or 172 pounds
per 1,000 square feet, during the growing season. When the
higher rate is used, apply in split applications.
Pure stands of Sericea Lespedeza, Crownvetch and similar
legumes. Fertilize in early spring with 400-500 pounds
of 0-10-20 (9-12 pounds per 1,000 square feet) or equivalent
per acre.
Mixtures of Sericea Lespedeza, Fescue, Lovegrass, or
Bermudagrass. Fertilize in late winter or early spring with
400-500 pounds per acre (9-12 pounds per 1,000 square feet) of
5-10-10'or equivalent. In Fescue-Sericea Lespedeza mixture,
apply in the fall if the Sericea Lespedeza is developing better
than the Fescue.

Rev. Oct. 1986
342-II-9
Fescue -White Clover, Bluegrass -White Clover and similar mixtures.
Apply 400-500 pounds per acre (9-12 pounds per 1,000 square feet) of
0-20-20 or equivalent in early fall. An
- additional application of nitrogen or complete fertilizer may be
needed in the spring to keep plants lush and in balance. Where
grass is crowding out the clover, reduce or eliminate spring
application of nitrogen.
5. Mowing
Mow Kudzu, Sericea Lespedeza, or Sericea Lespedeza and grass
mixtures only after a killing frost. Mow grasses at least annually
to control weeds and undesirable woody vegetation. Bluegrass should
be mowed not closer. than-2 inches, Tall Fescue not closer than 3-4
inches, and Bahia and low -growing Bermudagrasses may be mowed about
2 inches high.
Care should be taken not to damage the vegetation mechanically
through use of improper mowing equipment or by attempting to mow
with heavy equipment on steep slopes when the vegetation is lush and
slippery, or when the ground in soft enough to be rutted by mower or
tractor wheels..
Where mowing fails to control weeds satisfactorily, apply chemicals
in accordance with current North Carolina Agricultural Experiment
Station's weed control recommendations and adhere strictly to -.-.-
instructions on label.
CAUTION: Pesticides are dangerous. Use only as directed and heed
all precautions on the container label. Check the registration
number and be sure that the directions for use include the target
pests. Drift from aerial spraying can contaminate nearby crops and
forage, lakes; and reservoirs. Improper use and careless disposal
of unused portions can lead to poisoning of humans, domestic
animals, desirable plants, pollinating insects, fish, and wildlife
and can contaminate water supplies.

FENCING FOR LIVESTOCK EXC'L_USION (FT)
DEFINITION
c enc i ng for the purpose of excluding livestock from stream channels
or from areas of waste management systems.
PURPOSE
ro ®(1) Exclude livestock from areas of waste management systems;
(2) To prevent damage to stream banks and pollution of strealess by
livestock;
(3) To provide suitable access to drinking .rater for live—
stock.
CONDITIONS TIONS WHERE PRACTICE APPLIES
Any area needing protection from or access to.
SPECIFICATION GUIDE'
s Fence Line Clearing
Fence l ines' lei l l be cleared of brush and trees,- gut 1 ies and steep banks may
require grading.
?a Type and height of Fence
Fence for cattle shall consist of four strands barbed wire fence
The fence shall be supported by line post, 10 feet apart for barbed wire..
Line posts may be spaced up to 16 1/2 feet for short distance in low use
m.-eas and where soil or terrain conditions prohibit closer spacing. Brace
post shall be set S feet from corner or anchor post. Wire may be nailed to
4:-ees (not recommended) when trees are in line of the fence, but should be
attached -to a board or 2x4 that has been attached to the tree. The general
jse of existing trees as line posts is not recommended
anac i ng of barbed wire on post shall be as shown in -the following diagram,.
10" 16"
10"
51" 16"
10"
116" 16"
1v±�i

a. Barbed Wire
All barbed wire shaII consist of 2 strands of wire with 4 point barbs
spaced not more than 5 inches apart. Galvanized barbed wire shall be
fabricated from 12 1/2 gauge or 15 1/2 gauge strand wire and shall meet
the requirements of ASTM A121 .
b . Weight of Zinc Coating
Zinc coasting shall be a minimum of Class I or 8.30 ounces per ft
co Staples
Staples used to fasten fence wire to good posts shall be.S—gauge galvanized
wire with a minimum .I ength of 1 1/2 inches for soft woods and a m e p i mum
length of one inch for close —grain hardwoods.
d. Wood Fence Posts and Braces
Wood posts and braces shall be black locust, red cedar, Osage orange,
redwood, pressure treated pine or ether good of equal life or strength. At
feast half the diameter of red cedar'or redwood posts shall be in
heartwood. Pressure treatment shall conform to Material Specification 585=
The posts shall be sound, new, free f rom decay, with a I I Iimbs trimmed
substantially flush with the body. They shall be substantially stra..ight
throughout their length.
Posts 5 inches or larger in diameter shall be used for anchor posts -(gate,
corner, end, and braced —line posts). Line posts shall be at least 3 1/2
inches in diameter (small end>= Four or 5 inch posts shall be used for
barn -lots, corrals, and other confined areas and in sandy and wet soils.
Anchor posts shall be set 3 1/2 feet in the ground and line posts shall be
set 2 feet.
Wood line, posts — 8 if 2 feet or longer, 3 1f2 inch minimum diameter.
Wood corner, gate and brace posts — 8 feet or longer, 5 inch minimum
diameter.
e. Steel Fence Posts and Braces
Steel fence pasts and braces shall conform to the requirements of Federal
Specification RR—F-221 o Posts with punches tabs for fastening the wires
shall not be used.
Steel line posts — Style I — "T" Section 1 3/8" x 1 3/8" x 1f8"
thick
— Style t— "U" Section 2" x 1 1/4" x 3/32"
1( . — style 3 — "L."" Sect i can 2" x 2" x 1/4"`
jE

f. Brace Installation
Brace or pull post assembly shall be installed in straight fence sections
at intervals not to exceed 20 rods on level land or at other points of
changes in slopes and curves. Double span assemblies shall be used for
lengths over 10 rods. Brace assembly shall consist of horizontal timbers
between posts with a double strand of No. 9 gauge wire attached to the top
And base of the center pull post or two diagonal timbers placed between
Bull posts or end assembly may be substituted for horizontal timber with
Wire brace.
U. Setting Posts
All posts shall be set and maintained in vertical position. Posts an ay be
hand set or set w i th post driver. If hand set, all ba.ckf i I I ed material
shall be thoroughly tamped. Pos+ holes shall be at least B inches larger
than the diameter or slide dimension of the posts. If power dr i ven, wood
Posts shall be sharpened to a dull point.
Earth backfill around posts shall be thoroughly 'camped in layers no thicker
than 4 inches and shall coaanpIate ly fill the posit hole up to the ground
surface. Concrete backfill around posts shall be rodded into place in
layers not thicker than 12 inches, either earth or concrete, shall be
crowned up around posts at the ground surface.
`oo stress shall be applied to.posts set in concrete until at least 24 hours
after the concrete has set.
h. Barbed wire — In warm weather a stretch of 100 feat should sag 4 inches
in the middle and 2 inches in cold weather.
a�ere at end posts, corner posts and braced line posts assembly shall be
,rapped and attached to itself with B twists. Braced line posts assemblies
,eiII be stretched to center posts-
71
Attaching Fencing to Posts
he fencing shall be stretched and attached to posts as follows:
a. The fencing shall be placed on the inside of the posts
facing the area being protected. except on curves.
[here appearance is critical, fence may be fastened to the
outside" of the posts
b. The fencing shall be placed -on the outside of curves,
c. The fencing shall be fastened to each end post, corner
post and pull post by wrapping each horizontal strand a
"°.and the post and tying it back on itself with not
less than three tightly mound wraps.
d. The fencing shall be fastened to wooden line posts by
means of staples. Woven wire fencing shall be attached �

to alternate horizontal strands. Each strand of barbed
wire shall be attached to'each post. Staples shall be
driven diagonally with the grain of the wood and at a
slight downward angle and shall not be driven so tight—
ly as too bind the wire against the post.
e. The fencing shall be fastened to steel or concrete line
posts with either two turns of 24 gauge galvanized
steel or iron wire or the post manufacturer's special
wire clips.
f . Wire shall be spliced -by means of a Western Union
splice or by suitable sleeves applied with a tool de—
signed for the purpose. The Western Union splice shall
have not less than 8 wraps of each end about the other.
All wraps shall be -tightly wound and closely spaced.
Splices made with splice sleeves shall have a tensile
strength not less than 80 percent of the strength of
the wire.
Reference: Fences for the Farm and Rural l-lome, USDA Farmers Bulletin No.
2247, and Material Spec i•f i cation 591.
VEGETATION SPSPEC I F I CAT ON
Rip and disk all disturbed area 5" deep. Incorporate two tons of lime per
acre. Apply 1000 pounds of 14-10-10 per acre and smooth seedbed.
ii Uniformly apply 60 I bs. of fescue seed per acre and 25 l bs. of Abruzzi rye
grain per acre. Seeding should be completed between March 15 and .tune 1 or
August 15 and October 15. Immediately mulch with 2 tons of small grain
straw or tame hay per acre. reseed any rifled or Bullied areas that may
have developed.
U

S.
W
CONSTRUCTION SPECIFICATION CONCRETE
Scope
This specification corers the quality of concrete, steel
reinforcement, the forming, placing, curing and other
requirements for concrete construction of simple slabs, walls,
not to exceed 6 feet, curbing, aprons, ballast etc.
lief initions
In this specification, the "engineer" is -the designated Soil
Conservation Service representative. The "contractor" is the
individual or company who performs -the construction.
Cone os i t i on
Concrete shall be composed of Portland cement, fine and coarse
aggregates, water and, when specified, air —entrainment, set
retardant or other admixtures. These materials shall conform to
the following requirements
Fort I and Cement — Portland cement shall meet the requirements of
ASTM Specification C-150 for Type I cement unless otherwise
specified. Cement shall be properl-y stored and protected from
weather, dampness or other destructive agent. Any cement which
is damaged will be rejected and not permitted to be used in the
work.
Aggregate — Fine aggregate shall meet the requirements of N.C.
Department of Transportation <DOT) standard size number 2S.
Coarse aggregate shall be N.C. DOT size number 57 or 67.
Water — Water shall be clean and free from oil , salt, acid,
alkali, organic matter or other harmful
Desiqn Mix
The contractor shall designate the design mix and submit it to
the engineer for approval prior -to placement of any concrete,
Unless authorized by the engineer, the concrete m i x will meet
the following 9u i de ! i nes for a cubic yardof concrete
Cement 564 lbs. minimum — <6 bags)
Coarse aggregate 1654 lbs. maximum
Fine aggregate 1450 lbs. maximum
Water 6 gal./bag of cement maxi mum—
(S6 gallons)
The free water contained in the aggregate must be considered as
a part of the mixing water in computing the water content., Use

21
Class 3000 concrete tie. minimum compressive strength at 28 days
of 3000 ps i ..>
5. Consistenc
The amount of water used in the concrete shall be -the minimum
necessary to obtain the required workability. In no case shall
the water content exceed the amount designated in the design
mix.
The consistency of the concrete shall be such that it can be
worked readily into the corners and angles of the forms and
around steel reinforcement. Concrete should never be used when
the water content is so high that aggregate and cement segregate
or excess free water collects on,the surface.
The slump shall be between 2 and 4 inches when tested by "The
Test for Slump of Portland Cement Concrete," A3TM Designation C-
143 .
3. Mixers and Mixing
Concrete may be furnished by batch mixing at the site of work or
by ready -mix methods. The mixing -equipment shall be capab l e of
combining the aggregate, cement and water into a uniform mixture
and of discharging th i s mixture without segregation,.
When the concrete is delivered in ready -mix trucks, the delivery
-ticket must show the time of batch i ng and the amount of each of
the ingredients in the load. The time enroute and the
ingredients should be checked against -the specifications
provided for the ,job before unloading begins.
7. Fo rms
Material - Forms shall be of woad, steel, or other approved
material.
Construction - Forms shall be true to line and grade, mortar -
tight and sufficiently rigid.to prevent objectionable
deformation under ' load. The form surfaces shall be smooth, free
from irregularities, dents, sags, or holes when used for
permanently exposed faces. All exposed joints, edges, and
external corners shall be chamfered unless otherwise directed or
indicated on the drawings. So'lts and rods used for internal
ties shall be so arranged that, when the forms are removed,
metal will be not less than one (1) inch from any concrete
surface.
Coatini�. - Forms for exposed surfaces shall be coated with a non-
staining farm of I which shal I be a_ppI ied before the concrete is
placed. After oiling, surplus oil on the form surfaces and any
oil on the reinforcing steel or other surfaces requiring bond
with -the concrete shall be removed. Forms for unexposed

surfaces may be thoroughly netted in lieu of oiling immediately
before the placing of concrete, except that, in freezing
weather, oil shall be used.
Removal — All form removal shall be accomplished in such a
wanner as to prevent injury to the concrete. Forms will not be
removed before the expiration of the minimum time i nd i cated
below except where otherwise directed or specifically
authorized.
Beams and deck —type slabs 14 days
Walls and slabs in contact with the ground S dams
8. Embedded Items
Before concrete is placed, all embedded items will be firmly and
securely fastened in Place as indicated on the drawings.
Embedded items shall be -free of oil and other foreign matters
Sa Steel Reinforcement
All reinforcement shall be free from flaky rust, oil, grease,
paint or other substance which would impair the bond between
concrete and steel.
Steel bars for concrete reinforcement shall be deformed billet —
steel bars, conforming to ASTm Specification A-515, Grade 40.
Reinforcing bars are required in all concrete walls and in some
footers and slabs. reinforcing bars should always be placed in
both the vertical and horizontal directions to grids
Welded stee I wire fabric shall conform to the requirements of
ASTM Specification A—f€ a. Concrete slabs !gyp to 4 inches thick
require welded wire fabric of a minimum size of B x 6-10/10.
Thicker slabs and special use slabs may require heavier welded
mire fabric or reinforcing bars.
Reinforcement shall be accurately placed and secured in position
in a manner that will prevent its displacement during placement
of the concrete. Splices of reinforcing bars shall provide an
overlap equal to at least its times the diameter of the smaller
bar in the splice. Welded wire fabric shall be lapped as
directed by the engineer. No reinforcing steel shall be placed
closer than two inches from the surface of the concrete.
10. Conve_��
Concrete shall be conveyed from mixer to forms as rapidly as
practicable by methods which Sri I l prevent segregation or loss of
ingredients. -there shall be no vertical drop greater than five
(5) feet except ..there suitable equipment is provided to prevent
segregation and where spec i f, i ca l l y authorized.

No concrete shall be placed until the engineer has given his
approval of the subgrade, forms and reinforcing steel in place.
No concrete shall be placed until the engineer or his
representative is present. The contractor shali notify the
engineer of his intention to pour at least 24 hours in advance.
Before any concrete is placed, the forms and subgrade shall be
Free of chips, dirt, sawdust, or other extraneous materials
1]. Placinn
General — Concrete shall be worked into the corners and angles
of the forms and around all reinforcements and embedded items
without permitting the materials to segregate. Concrete shall
be placed within one .and o-e—hat f _Q-1/2) hours after the
introduction of the cement to the water and aggregates.
Concrete with a temperature greater than 90 degrees F at the
time of placement should not be deposited in the forms unless
special cooling provisions are made. Ice may be used as a
portion of the mixing water to control temperatures provided all
ice is melted in the mixing process. When the atmospheric
temperature reaches or exceeds 90 degrees F, the concrete shall
be placed within 45 minutes after hatching or pouring delayed
until a Cooler time.
Concrete, when deposited in the Forms during cold weather, shall
have a temperature of not less than 40 degrees 1= nor more than
80 degrees F. The aggregate and mixing water may be heated to
control the concrete temperature; however, the temperature of
neither aggregates nor mixing water shall be more than 100
degrees 1= gust prior to mixings The materials shall be free
from ice, snow and frozen lumps before entering the mixer.
Concrete shall be deposited as close as possible to its Final
pos i t i ion in the forms. The depositing of concrete shall be
regulated so the concrete may be consolidated with a minimum
lateral movement. Concrete shall be consolidated with_the_aid
of mechanical vibrating equipment supplemented by hand —spading
and Todd i ng . Vibrating equipment shall be of the internal -type
and shall at all times be adequate to properly consolidate all
concrete. (Must use internal type Mechanical vibrator)
Lifts in Concrete — All concrete" shal l be deposited in
horizontal layers approximately ts=sentys <203 inches in thickness
unless otherwise authorized or directed. The placement shall be
carried on at such a rate that the formation of cold ,joints will
be prevented. If a delay occurs in excess of a for -by (40)
minute interval between any two (2) "consecutive batches or
loads, or in case of any delay between placing of batches that
allows previously placed concrete to take initial set, .the
contractor shall discontinue the placing of concrete and make a
construction ,joint satisfactory to the engineer before
proceeding with the placing operations.

Concrete on lock .Foundati ern — Where concrete is to be placed on
rock surfaces the rock is to be clean, free from oils standing
or running water, mud, objectionable coatings, debris, loose
semi—detached or unsound rock or fragments. All rock surfaces
shall be wet immediately prior to placing concrete.
Concrete on Earth Foundation — Unless otherwise authorized by
the engineer all concrete shall be placed upon clean, damp
surfaces which are free from frost ice, standing or running
water. Concrete shall not be placed upon soft mud, dried porous
earth, or upon fill that has not been subject to approved
roiling and tamping. Where concrete is to be placed on dry
surfaces, action must be taken to prepare a moist surface prior
to placing,
12- --Onstructi on Joints
The placing of concrete will be accomplished so that
construction Joints occur at locations shown on the plans or as
approved. 'As a lift is completed, the top surface shall be
immediately and carefully protected f rope any condition that will
adversely affect the hardening of the concrete. .Joints shall be
clean and kept dam until the new concrete is placed.
13. Ex)ansion or Contraction Joints
Joints shall be provided at the locations indicated on the
drawings and according to the details shown or as otherwise
approved. The methods and'materials used shall be subject to
approval by the engineer. In no case shall any fixed metal,
embedded in concrete, be continuous through an expansion or
contraction ,joint, except as specifically detailed in the
drawings.
Expansion joints shall be located in slabs such that no section
of the slab exceeds 30 feet in width or length without an
expansion joint. Slabs which will be 'subjected to mooing
equipment shall have expansion joints which are properly keyed
to prevent vertical movement.
14. Finishing
Defective concrete, honeycombed areas, voids left by the removal
of the forms and ties, and ridges on all concrete surfaces shall
be repaired immediately after the removal of forms unless
otherwise authorized or directed. 'voids left by removal of tie
rods shall be reamed and completely filled with mortar.
Defective concrete shall be repaired by cutting out the
unsatisfactory material and placing new concrete which shall be
secured -with keys, dovetails, or anchors. Excessive rubbing of
formed surfaces will not be permitted. All unformed surfaces of
concrete, exposed in the comp l eted' work, shall have a wood float
oat
finish without additional mortar.

15. CurlM!
Concrete shall be protected from excessive drying for a curing
period of at least 7 days after it, is placed. Exposed surfaces
shall be kept continuously moist for the entire period or until
curing compound is applied as specified below. Moisture shall
be maintained by sprinkling, flooding or fog spraying, or by
covering with continuously moistened canvas, cloth mats, straw,
sand or rather approved material. Wood forms {except plywood)
left in place during the curing period shall be inept wet.
Formed surfaces shall be thoroughly stetted immediately after
forms are removed and shall be kept wet until patching and
repairs are completed. Dater or covering shall be applied in
such a way that the concrete surface is not eroded or otherwise
damaged.
Except for construction joint surfaces, -concrete may be coated
with an approved curing compound in lieu of the continued
application of moisture.
The compound shall be sprayed on the moist concrete surfaces as
soon as free water has displeased, but shall not be applied to
any surface until patching, repairs and finishing of that
surface are completed.
The curing compound shall be thoroughly mixed immediately before
1 applying, and shall be applied at a uniform rate of not less
than one gallon per 150 square feet of surface. Tt shal I form a
uniform, continuous, adherent film that shall not check, crack
or peel, and shall be free from pin holes or other
imperfections.
Curing compound shall not be applied to surfaces requiring bond
with subsequently placed concrete, such as construction Joints
shear p Pates, reinforcing steel
and ether embedded items.
Surfaces subjected to hearty ra•i nfa l i or running water within 3
hours after the compound has been applied, or surfaces damaged
by subsequent construction operations during the curing period
shall be resprayed in the same manner as for the original
applications.
During cold weather, the air and forms in contact with the
concrete shall be maintained at temperatures above forty (40)
degrees for at least five (5) days and at a temperature above
freezing for the remainder of the specified curing period.
Concrete, permitted to be cured with curing compounds, shall be
provided the same protection against freezing and low
-temperatures as provided herein. No fire or excessive heat
shall be permitted near or in direct contact with concrete at
any time.
IJ

Lynn Bonham Dayry�..,
Waste Utilization Plan"""""
Prepared by: Gary Higgins June, 2012
Prepared for: Lynn Bonham Map use: Nutrient Managment
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Location: 035e 26' 52.15" N 082' 35' 03.27" W NAD27
Caption: Lyndel Farms
)atum: NAD27
Copyright (C)1997, Maptech, Inc.

Lynn Bonham Dairy
Waste Utilization Plan
Prepared by: Gary Higgins June, 2012
Prepared for: Lynn Bonham Map use: Nutrient Managment
foil
iv •` r+ ` } 4 fps Al
Legend.'
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:.• �! `'a,"b r. T -?ti t:r r'J t fl� '3 �`•F. lgf f'(
XI T
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Milking Parlor & Washroom '
VNL
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Silo
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SF"
f . ' S .1! • to ! -S �" ({, ! -t
0 100 200 Feet
1 inch = 100 feet

Lynn Bonham Dairy
Waste Utilization Plan
Prepared by: Gary Higgins June, 2012
Prepared for: Lynn Bonham Map use: Nutrient Managment
1 it � '•�� • !� _
may` t� ! � •y'•� � t.'+y, � �,?cr��' N
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streets - .: ;^ " —� _.�,�;:. • M
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-�' Manure Application Setbacks: - '• +- ti • ,� - '�
s Streams - 25 feet
Wells -100 feet :,
Residences not owned by the producer (unless'
producer and landowner has an agreement,
otherwise) - 200 feet
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f

Prepared by: Gary Higgins
Prepared for: Lynn Bonham
O.'a'W"
Lynn Bonham Dairy
Waste Utilization Plan
Legend
_j soilmu a nc021
fields
streets
hydtography
June, 2012 Map use: Nutrient Managment
N
w,
I-__WC2
BkD2
-AL
BkC2
y
- - - - - - - - - -
ry s Creek
Tract 104, Field 6
2.4 Acres
Manure Application Setbacks:
x
ti Ik
DrIk.
Streams - 25 feet
Wells -100 feet Ok02
Residences not owned by the producer (unless
producer and landowner has an agreement
otherwise) - 200 feet
BkB2
0 200 400 Feet
1 inch = 200 feet

Lynn Bonham Dairy
Waste Utilization Plan
Prepared by: Gary Higgins June', 2012
Prepared for: Lynn Bonham Map use: Nutrient Managment
_l Legend` �.
fields
y: streets ,� x;,y4 ,i Tract 104, Field 11b
' 2.4 Usable Acres
'►� hydrography
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i : r Traet 1 04;Field 11 a
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Streams - 25 feet =' '
Wells -100 feet_ .. -
Residences not owned by the
producer (unless the producer
k; and the landowner have an =f • "
k.;�•:
-V. agreement otherwise) - 200 feet
1 inch = 200 feet
0 200 400 Feet
I�__ f —

Lynn Bonham Dairy
Waste Utilization Plan
Prepared by: Gary Higgins June, 2012
Prepared for: Lynn Bonham Map use: Nutrient Managment
Legend
FrA
soilmu a nc021 N
_ _
V� fields l vim` 1
4."
FrAstreets ±, Tract 104, Field 11b'
-'� 2.4 Usable Acres I
— hydrography 1 1
ract 1A4, Field Ila �
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tr k 2 t BkC2
oe
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Manure Application Setbacks:
BkB2
B Streams - 25 feet
Wells -100 feet I UnB
Residences not owned by the / I
producer (unless the producer / I
and the landowner have an Y
'�BkC2�,
.,, agreement otherwise) - 200 feet
1 inch = 200 feet
0 200 400 Feet

Lynn Bonham Dairy
Waste Utilization Plan
Prepared by: Gary Higgins June, 2012
Prepared for: Lynn Bonham Map use: Nutrient Managment
Legend
;'fields
streets
hydrography ,
❑
r Tract 114, Field 6
r�
1 l - 30.0 acres �a
Tract 111, Field 5
16.7 acres07
l
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Manure Application Setbacks:
Streams - 25 feet
Wells -100 feet
Residences not owned by the producer (unless ;• t * ; :� '
producer and landowner has an agreement
otherwise) - 200 feet
r
0 300. 600 Feet
Y I 1 inch = 300 feet

Lynn Bonham Dairy
Waste Utilization Plan
Prepared by: Gary Higgins June, 2012
'Prepared for: Lynn Bonham Map use: Nutrient Managment
Legend f ` ;,=.- Y ► BkD2
soilmu_a_nc021 '.ra:r" ` . '` N
fields — -'00
streets
hydrography �'— — 1 ✓�
KsB
� r /
1•ract 111, Field 6 r
'°! 30.0 acres / f o
St8 B i f 1
'.♦�'—� T,
raut 111, Field 5
J 16,.7 acres �, •� 93k02 % IoA
. �. \ i
Z �
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y ' RsA �
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Manure Application Setbacks: *:,VL
Streams - 26 feet
Wells -100 feet
Residences not owned by the producer (unless sA—
producer and landowner has an agreement •_�__ �� --� y..
otherwise) - 200 feetSO
, ..
r lJr,C _ i Un$
0 300 600 Feet
! , 1 inch = 300 feet
/F
lf/�

Lynn Bonham Dairy
Waste Utilization Plan
Prepared by: Gary Higgins June, 2012
Prepared for: Lynn Bonham Map use: Nutrient Managment
-�., •flit.. •,z•:� •; -
N
Legend
fields
streets
�. 7iactr 1'12, Field 1 ~�
hydrngraphy ,,, r"'•:
4. acres
t .19
T �' 41 µ
'4�• i �'r - +R • •fir +- � .4• i
1' Tr.. _ •.�.
> Manure Application Setbacks:
Streams - 264eet' l —a ,�
Wells -100 feet`'
Residences not owned by the producer (unless.
producer and landowner has an agreement
. otherwise) - 200 feet
IN
Yi
41,
ji�'•• S. } '�� i.S y^F 'f•.
. � ' ', AS� '.•: •�. �,.,�,, ;-, .., nit...
0 200 400 Feet
1 inch = 200 feet
7

Lynn Bonham Dairy
Waste Utilization Plan
Prepared by: Gary Higgins June, 2012
Prepared for: Lynn Bonham Map use: Nutrient Managment
Legend!.
soilmu_anc021
fields-
�.
streets t ��
h dro ra h ti Tractr 112N' ,kield 1
NC
` t. .• N
s��
Y 9 p Y 1 4.8 acres
SIB
t FrA
BkC2 ti t f
j r !Tract 112, Field 3r }
s [ j 4.2Acres�• 1
stB
KsC
e •1 3 i w -
Manure Application Setbacks: - z• ` ' . 9t, ''; t
Streams - 25 feet_
Wells -100 feet - "r
Residences not owned by the producer (unless
producer and landowner has an agreement
t ti
otherwise) - 200 feet
I t
I ,IFvD2
! + iErvD2
0 200 400 Feet
1 1 inch = 200 feet
rr

Lynn Bonham dairy
Taste Utilization Plan
1 11 A 4 03
Prepared by: Gary Higgins n L L
Prepared for: Lynn Bonham Map use: Nutrient Managment
M;= N
Legendst.� t. 4
fields
streets
hydrography
• .x�Fes. .Y , p,.
kL
l - _ - : :ate .'�. ti/ .. {•• �.
r : i racI- I z, Field'4' 1
fl �,. .
�.,•f; s,� �
, - l ti�7 f7� • , J `•
Manure Application Setbacks:
Streams - x/00
Wells 100 feet
Residences not owned by the producer (unless
,..:.
producer and landowner has an agreement o.,-
otherwise) - 200 feet
49
0 200 400 Feet
1 inch = 200 feet

Lynn Bonham Dairy
Waste Utilization Plan
Prepared by: Gary Higgins
June,
2012
Prepared for: Lynn Bonham
Map use: Nutrient Managment
Lis f
DrB
Legend
— J soilmu_a_nc021
fields
• '�.r• :;
streets
r
}
hydrography
,. .
o
DrB
''qct 112, Field 4
"7t:0 acres
Al
SO
fIC
x-
Manure Application Setbacks:
�••` �; '��
{
Streams - 25 feet
Wells -100 feet
Residences not owned by the producer (unless
producer and landowner has an agreement
1 ,
otherwise) - 200 feet
Hp
E:i/ 1
I
� EvD2
0 200
400 Feet
I ,
1 inch = 200 feet

Lynn Bonham Dairy
Waste Utilization Plan
Prepared by: Gary Higgins June, 2012
Prepared for: Lynn Bonham Map use: Nutrient Managment
i- ' .rr.y' � _ t . •.a a 1• , �' •���:% L .: t, •: ' L ��gg
Legend �►;. yrSK �^ — - -
�-� fields �.i- �. �•'w�: • "� � , .. .�_:: • �s
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hydrography
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A.
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�s. Tract 112, Field 10
6.2 Usable Acres
S i r�by i �� �. l� _•
- .� }f'r Y _ . � x '''iti . t : - '�,{,' . C• � . '-e �.,� '{ 'sue � : i . • 7 a
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lk
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WY
t Manure Application Setbacks:
Streams - 25 feet T'� R ��.,"•�?. %.�E. ?9� ''L •c+, l i
~ t
Wells -100 feet
•.. Residences not owned by the
rp roducer unless the producer v�` k"4+•� �.1y.'` ' A -""
"* and the landowner have an '' ;�
agreement otherwise) 200 feet '�F'
"` `•� ` , �''
:a-. �• Yy� ii �'�h,4r'� '�.��'e'� .-♦ i�'a,�•t�' „�F�'SitT 'i
,k' �VOy� x.y�' t � xd�•i_ ^a�`_ .J ` 41, ~ 0.4.4 is�`'� t r-• �e ����x-•' �;\ `.'�"r'1' r i
LA
- .� `�:s i1.` \- � z-��"�7"i ~`%*,•,�.F�,•�;>•. r.-r tk ':;.h. :z'k9_ ��'r�4 a '. ; y. .T,t.
0 200 400 Feet 1 inch = 200 feet �'

Lynn Bonham Dairy
Waste Utilization Plan
Prepared by: Gary Higgins June, 2012
Prepared for: Lynn Bonham Map use: Nutrient Managment
:' FrA
i" Legend
soilmu_a_nc021
"�
fields k a.
streets
hydrography j 1♦r
DrB
Tract 112, Field 10 I �.
EvD2 6.2 Usable Acres
U613
EWE
Manure Application Setbacks:
Streams - 25 feet
Wells -100 feet ♦
fResidences not owned by the
producer (unless the producer
f: and the landowner have an
\% ; =
agreement otherwise) - 200 feet 5 { EwD ` .
CkC2
1 inch = 200 feet
0 200 400 Feet
I I I

Lynn Bonham Dairy
Waste Utilization Plan
Prepared by: Gary Higgins June, 2012
Prepared for: Lynn Bonham Map use: Nutrient Managment
z.
r�`� ., .. a::}• - ??^e . . .•..;: ; ..- _
N ,r+
Legend''
fields H :�.
streets
hydrography ..'. - �.yt.
Y1• bract 1'16=; Fleltf 2
a'r '.4.8 Acres .
syl n a Road
'Cq
Manure Application Setbacks:Wn
,.., Streams - 25 feet
Wells -100 feet
t Residences not owned by the producer (unless r'.
producer and landowner has an agreement
otherwise) - 200 feet
0 200 4001=eet
i I 1 1 inch = 200 feet
1 *"'�

Lynn Bonham Dairy
Waste Utilization Plan
Prepared by: Gary Higgins June, 2012
Prepared for: Lynn Bonham Map use: Nutrient Managment
•f �KsC
y
`i• N
Legend
_ J soifmu_a_nc021 I 13kC2
`.....:- fields
8k streets
hydrography { f""
1 Tract l�Id 2
i 4.8. Acres
I f �n'
.r L
t BdcC2 BkB2
rug.
_ > Pennsyl nia Road
BkD2
Manure Application Setbacks:
4
Streams - 25 feet'.. :. ; ; ,rt1mC
Wells -100 feet(` •;.=.. ' ♦ ,; ?�, \ ,
Residences not owned by the producer (unless , • ; -: • � '1 � ` �,: , ,.
producer and landowner has an agreement
otherwise) -200 feet
UnB
Dk 2 DO
0 200 400 Feet
i z 1 1 inch = 200 feet
N

Lynn Bonham Dairy
Waste Utilization Plan
Prepared by: Gary Higgins June,2012
Prepared for: Lynn Bonham Map use: Nutrient Managment
1, NN
Legend
�'y. rr et 116, FIL d 12
.
' fields .
ti
streets
hydrography
1 y ; ::' 0.
14 -.
°
r !A +
7 i �►Prf r pig s.
j-- '7t � *� -� �� � 't• :may ... •.r�--.
' 1 4 y77' 'Y W •�' % i
Alt --
Manure Application Setbacks:
Streams - 25 feet
Wells -100 feet; -
,•: tti . art
Residences not owned by the producer (unless µ
producer and landowner has an agreement
otherwise) - 200 feet
0 300 600 Feet
1 L i 1 inch = 300 feet o
( `7

Lynn Bonham Dairy
Waste Utilization Plan
Prepared by: Gary Higgins June, 2012
Prepared for: Lynn Bonham Map use: Nutrient Managment
Legend
jsoilmu_a_nc02l
fields
streets
e•.
hydrography,
BkB2
EvD2
c
j�
BICD2
S•
,racy
Manure Application Setbacks:
Streams - 26 feet
Wells -100 feet
Residences not owned by the.producer (unles
producer and landowner has an agreeme
otherwise) - 200 feet
f EWE
► ` N `
"bract 11,6; Flell 17 •. ��
7.0 Acres t1
f i}r I
kC2 �-�.�� �! !
DB r
6, 11 f
KsC00,
�y- • l� i
1 "r
' Tract I iS, Field 8 f `
t
nB 9.2 Acres
HpA i7rB
4.
} � y fir/ •.T..�" �,
` .v
!'! %
s �,�� J
nt
0 300 600 Feet
I -_- -- I 1 inch = 300 feet lk

Nutrient Management Plan For Animal Waste Utilization
This plan has been prepared for:
Lynn Bonham Farm
Lynn Bonham
90 Bonham Road
Arden, NC 28 704-8 709
828-606-8645
01-30-2013
This plan has been developed by:
Gary Higgins
Buncombe SWCD
155 Hilliard Avenue, Suite 204
Asheville, NC 28801
828-250-4785
Developer Signature
Type of Plan: Nutrient Management with Both Manure and Fertilizer
Owner/Manager/Producer Agreement
I (we) understand and agree to the specifications and the operation and maintenance procedures
established in this nutrient management plan which includes an animal waste utilization plan for
the farm named above. I have read and understand the Required Specifications concerning animal
waste management that are included with this plan.
Signature (owner) Date
g. Lk
Signature (manager or producer) Date
This plan meets the minimum standards and specifications of the U.S. Department of Agriculture -
Natural Resources Conservation Service or the standard of practices adopted by the Soil and Water
Conservation Commission.
Plan Approved By:
Technics , pecialis ignature Date
----------------------------------------------------------------------------------------------------------------------- -
162989 Database Version 3.1 Date Printed: 01-30-2013 Cover Page 1

Nutrients applied in accordance with this plan will be supplied from the following
source(s):
Commercial Fertilizer is included in this plan.
U1
Liquid Storage Pond waste generated 890,000 gals/year by a 200 animal Dairy (Milk
Cow) Lagoon Liquid operation. This production facility has waste storage capacities of
approximately 270 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast
1676
Incorporated
2602
Injected
2816
Irrigated
1782
Max. Avail.
PAN (lbs) *I
Actual PAN
Applied (lbs)
PAN Surplus/
Deficit (lbs)
Actual Volume
Applied (Gallons)
Volume Surplus/
Deficit (Gallons)
Year 1
1,782
3657
-1,875
1,825,745
-935,745
U2
Dairy (Milk Cow) Solid 50% Confinement waste generated 1,700.00 tons/year by a 200
animal Dairy (Milk Cow) Solid operation.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast
7310
9690
Incorporated
Injected
N/A
Irrigated
N/A
Max. Avail.
PAN (lbs) *
Actual PAN
Applied (lbs)
PAN Surplus/ Actual Quantity
Deficit (lbs) Applied (Tons)
Surplus/Deficit
(Tons)
Year 1
7,310
18527
-11,217 4,308.51
-2,608.51
This plan includes a User Defined Source to determine the total pounds of PAN in lieu
of NRCS Standard values. Refer to North Carolina Cooperative Extension Service publication AG-439-42
entitled "Soil Facts: Use of On -Farm Records for Modifying a Certified Animal Waste Management Plan" for
guidance on using on -farm records to develop a User Defined Source.
- - - - - -- - - - - - - -- - ------------------ -
Note: In source ID, S means standa- rd source, U means user defined source.
* Max. Available PAN is calculated on the basis of the actual application method(s) identified in the plan for this source.
645948 Database Version 3.1 Date Printed: 02-04-2013 Source Page Page 1 of 1

Narrative
Liquids Volume:
Lot Runoff the same as Sam Bingham's plan
Wash water was doubled (40,257 cubic feet x 2 = 80,514)
80,514 + 38,478 (runoff) = 118,992 cubic feet x 7.48 = 890,060 gallons/year
Assumed 2 lbs. N/1,000 gallons which give 1,780 Is N/year
Assumed 50% confinement for the solids nutrient calculations
Wettable acres determinations are needed for T112, Field 4 & 10 (assumed 7 acres in field 4 available)
(field 10 left at 6.2 acres)
Tract 104, combined fields 11 & 15 (from FSA maps); split 11 into 11 a and 1 lb.
Soil samples from report 42235 dated 5-2-2012
For alfalfa we assumed a 5 ton/acre yield with a 301b./N per ton of yield
Fields that need to have high residue: Tract 104-5, Tract 112-1 and Tract 112-3
Reduce N rate on 112-3 to 80 lbs./acre from manure source\
Waste Storage Pond storage capacity: 103,525 cubic feet = 774,367 gallons (at max. liquid level marker)
------------------------ ----------------------------------------------------------------------------
645948 Database Version 3.1 Date Printed: 02-04-2013 Narrative Page Page 1 of 1

The table shown below provides a summary of the crops or rotations included in this plan for each field. Realistic Yield estimates are
"lso provided for each crop, as well as the crop's P205 Removal Rate. The Leaching Index (LI) and the Phosphorous Loss Assessment
ool (PLAT) Rating are also provided for each field, where available.
If a field's PLAT Rating is High, any planned manure application is limited to the phosphorous removal rate of the harvested plant
biomass for the crop rotation or multiple years in the crop sequence. Fields with a Very High PLAT Rating should receive no
additional applications of manure. Regardless of the PLAT rating, starter fertilizers may be recommended in accordance with North
Carolina State University guidelines or recommendations. The quantity of P205 applied to each crop is shown in the following table if
the field's PLAT rating is High or Very High.
Planned Crops Sununary
P205
Total
Useable
Plat
Removal
Applied
Tract
Field
Acres
Acres
Rating
L1
Soil Series
Crop Sequence
RYE
(lbs/acre)
(lbs/acre)
T104
05
3.21
2.40
Medium
N/A
French
Corn, Silage
24.0 Tons
82
N/A
Small Grain, Silage/Hay
8.0 Tons
43
N/A
T104
1la
8.20
7.90
Medium
N/A
Braddock
Corn, Silage
16.6 Tons
56
N/A
Small Grain, Silage/Hay
11.0 Tons
59
N/A
T104
l lb
2.40
2.40
Medium
N/A
Braddock
Com, Silage
16.6 Tons
56
N/A
Small Grain, Silage/Hay
11.0 Tons
59
N/A
T111
05
17.47
16.70
Medium
N/A
Braddock
Com, Silage
15.7 Tons
53
N/A
Small Grain, Silage/Hay
10.4 Tons
56
N/A
Tlll
06
30.24
30.00
Medium
N/A
Braddock
Com, Silage
15.7 Tons
53
N/A
Small Grain, Silage/Hay
10.4 Tons
56
N/A
T112
01
6.23
4.20
Medium
N/A
French
Corn, Silage
24.0 Tons
82
b A
Small Grain, Silage/Hay
8.0 Tons
43
N/A
T112
03
6.62
3.30
Medium
N/A
Dillard
Com, Silage
28.0 Tons
95
N/A
Small Grain, Silage/Hay
11.0 Tons
59
N/A
T112
04
9.03
6.40
Medium
N/A
Statler
Com, Silage
30.4 Tons
103
N/A
Small Grain, Silage/Hay
11.4 Tons
62
N/A
T112
0
8.71
6.20
Low
N/A
I Evard
Fescue Pasture
3.6 Tons
6
N/A
T116
02
5.07
4.80
Medium
N/A
Braddock
Corn, Silage
16.6 Tons
56
N/A
Small Grain, Silage/Hay
11.0 Tons
59
N/A
T116
08
10.85
9.201
Medium
N/A
Unison
Corn, Sila a
23.8 Tons
81
N/A
Small Grain, Silage/flay
11.4 Tons
62
N/A
T116
12
8.28
6.80
Medium
N/A
Unison
Corn, Silage
24.5 Tons
83
N/A
Small Grain, Silage/Hay
11.8 Tons
64
N/A
PLAN TOTALS: 116.31 100.30
Preview Database Version 3.1 Date Printed 2/8/2013
NOTE: Symbol * means user entered data.
PCs Page Page 1 of 2

LI Potential Leaching Technical Guidance
< 2 Low potential to contribute to soluble None
nutrient leaching below the root zone.
>— 2 & Moderate potential to contribute to soluble Nutrient Management (590) should be planned.
nutrient leaching below the root zone.
<= 10
High potential to contribute to soluble Nutrient Management (590) should be planned. Other conservation practices that improve the soils
nutrient leaching below the root zone. available water holding capacity and improve nutrient use efficiency should be considered. Examp
> 10 are Cover Crops (340) to scavenge nutrients, Sod -Based Rotations (328), Long -Term No -Till (778),
and edge -of -field practices such as Filter Strips (393) and Riparian Forest Buffers (391).
Preview Database Version 3.1
NOTE: Symbol * means user entered data.
Date Printed 2/8/2013
PCS Page Page 2 of 2

The Waste Utilization table shown below summarizes the waste utilization plan for this operation. This plan provides an estimate of the number of acres of cropland needed to use
the nutrients being produced. The plan requires consideration of the realistic yields of the crops to be grown, their nutrient requirements, and proper timing of applications to
maximize nutrient uptake.
This table provides an estimate of the amount of nitrogen required by the crop being grown and an estimate of the nitrogen amount being supplied by manure or other by-products,
commercial fertilizer and residual from previous crops. An estimate of the quantity of solid and liquid waste that will be applied on each field in order to supply the indicated quantity
of nitrogen from each source is also included. A balance of the total manure produced and the total manure applied is included in the table to ensure that the plan adequately provides
for the utilization of the manure generated by the operation.
Wncte Utilization Table
Year 1
Tract
Field
Source
ID
Soil Series
Total
Acres I
Use.
Acres
'
Crop
RYE
Applic.
Period
Nitre.,,;
PA
Nutrient
Req'd
(lbs/A)
Comm.
Fert.
Nutrient
Applied
Obs/A)
Res.
Obs/A)
Applic.
Method
Manure
PA
Nutrient
pplied
(1bs/A)
Liquid
ManureA
pplied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
N
N
1000
gal/A
Tons
1000 gals
tons
T104
05
U2
French
3.21
2.40
Com, Silage
24.0 Ton
2/15-6/30
250
130
0
Broad.
120
0.00
27.91
0.00
66.97
T104
05
U2
French
3.21
2.40
Small Grain, Silage/Hay
8.0 Tons
9/1-3/31
85 '
0
0
Broad.
85
0.00
19.77
0.00
47.44
T104
1la
U2
Braddock
8.20
7.90
Corn, Silage
16.6 Ton
2/15-6/30
173
53
0
Broad.
120
0.00
27.91
0.001
220.46
T104
1la
U2
Braddock
8.20
7.90
Small Grain, Silage/Hay
11.0 Ton
9/1-3/31
117
0
0 1
Broad.
117
0.00
27.21
0.00
214.95
T104
l lb
U2
Braddock
2.40
2.40
Corn, Silage
16.6 Ton
2/15-6/30
173
53
0
Broad.
120
0.00
27.91
0.00
66.98
T104
1lb
U2
Braddock
2.40
2.40
Small Grain, Silage/Hay
11.0 Ton
9/1-3/31
117
0
0
1 Broad.
117
0.001
27.21
0.00
65.30
Till
05
U2
Braddock
17.47
16.70
Corn, Silage
15.7 Ton
2/15-6/30
163
43
0
Broad.
120
0.00
27.91
0.00
466.04
Till
05
U2
Braddock
17.47
16.70
Small Grain, Silage/Hay
10.4 Ton
911-3131
110
0
0
Broad.
110
0.00
25.58
0.00
427.20
Till
06
U2
Braddock
30.24
30.00
Corn, Silage
15.7 Ton
2/15-6/30
163
43
0
Broad.
120
0.00
27.91
0.00
837.20
Till
06
U2
Braddock
30.24
30.00
Small Grain, Silage/Hay
10.4 Ton
9/1-3/31
110 4
0
0
Broad.
1.10
0.00
'.25.58
0.00
767.43
T112
01
U2
French
6.23
4.20
Com, Silage
24.0 Ton
2/15-6/30
250
130
0
Broad.
120
0.00
27.91
0.00
117.22
T112
01
U2
French
6.23
4.20
Small Grain, Silage/Hay
8.0 Tons
9/1-3/31
85
0
0
Broad.
85
0.00
19.77
0.00
83.03
T112
03
U2
Dillard
6.62
3.30
Com, Silage
28.0 Ton
2/15-6/30
286
206
0
Broad.
80
0.00
18.60
0.00
61.40
T112
03
U2
Dillard
6.62
3.30
Small Grain, Silage/Hay
11.0 Ton
9/1-3/31
113
0
0
Broad.
113
0.00
26.28
0.00
86.72
T112
04
Ul
Statler
9.03
6.40
Corn, Silage
30.4 Ton
2/15-6/30
331
0
0
Irrig.
331
165.27
0.00
1,057.72
0.00
T112
04
U1
Statler
9.03
6.40
Small Grain, Silage/Hay
11.4 Ton
9/1-3/31
127
0
0
Irrig.
1 127
63.41
0.00
405.83
0.00
645948 Database Version 3.1 Date Printed: 2/4/2013 WUT Page Page 1 of 2

Wactp TTti'r an Tnhlp
Vpar 1
Tract
Field
Source
ID
Soil Series
Total
Acres
Use.
Acres
Crop
RYE
Applic.
Period
Nitrogen
PA
Nutrient
Rcq'd
(lbs/A)
Comm.
Fert.
Nutrient
Applied
(lbs/A)
Res.
(lbs/A)
Applic.
Method
Manure
PA
NutrientA
pplied
(lbs/A)
Liquid
ManureA
pplied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
N
N
1000
gal/A
Tons
1000 gals
tons
T112
10
Ul
Evard
8.71
6.20
Fescue Pasture
3.6 Tons
8/1-7/31
117
0
0
Irrig.
117
58.42
0.00
362.19
0.00
T116
02
U2
Braddock
5.07
4.80
Corn, Silage
16.6 Ton
2/15-6/30
173
53
0
Broad.
120
0.00
27.91
0.00
133.95
T116
02
U2
Braddock
5.07
4.801
Small Grain, Silage/Hay
11.0 Ton
9/1-3/31
117
0
0
Broad.
117
0.00
27.211
0.00
130.60
T116
08
U2
Unison
10.85
9.20
Corn, Silage
23.8 Ton
2/15-6/30
248
128
0
Broad.
120
0.00
27.91
0.00
256.74
T116
08
U2
Unison
10.85
9.20
Small Grain, Silage/Hay
11.4 Ton
9/1-3/31
12l
0
0
Broad.
121
0.00
28.14
0.00
258.88
T116
12
N/A
Unison
8.28
6.80
Corn, Silage
24.5 Ton
2/15-6/30
255
255
0
N/A
0
0.001
0.00
0.00
0.00
T116
12
N/A
Unison
8.28
6.80F
Small Grain, Silage/Hay
11.8 Ton
9/1-3/31
125
125
0
N/A
0
0.0 0
0.00
0.00
0.00
Total Applied, 1000 gallons
1,825.75
Total Produced, 1000 gallons
890.00
Balance, 1000 gallons
-935.75
Total Applied, tons
4,308.51
Total Produced, tons
1,700.00
Balance, tons
-2,608.51
Notes: 1. In the tract column, - symbol means leased, otherwise, owned. 2. Symbol * means user entered data.
645948 Database Version 3.1 Date Printed: 2/4/2013 WUT Page Page 2 of 2

The Irrigation Application Factors for each field in this plan are shown in the following table. Infiltration rate varies with soils. If
applying waste nutrients through an irrigation system, you must apply at a rate that will not result in runoff. This table provides the
maximum application rate per hour that may be applied to each field selected to receive wastewater. It also lists the maximum
application amount that each field may receive in any one application event.
Irrigation Application Factors
Tract
Field
Soil Series
Application Rate
(inches/hour)
Application Amount
(inches)
T112
04
Statler
0.35
1.0
T112
10
Evard
0.60
1.0
645948 Database Version 3.1 Date Printed 2/4/2013 IAF Page Page 1 of 1
NOTE: Symbol * means user entered data.

The Nutrient Management Recommendations table shown below provides an annual summary of the nutrient management plan
developed for this operation. This table provides a nutrient balance for the listed fields and crops for each year of the plan.
Required nutrients are based on the realistic yields of the crops to be grown, their nutrient requirements and soil test results. The
quantity of nutrient supplied by each source is also identified.
The total quantity of nitrogen applied to each crop should not exceed the required amount. However, the quantity of other
nutrients applied may exceed their required amounts. This most commonly occurs when manure or other byproducts are utilized
to meet the nitrogen needs of the crop. Nutrient management plans may require that the application of animal waste be limited so
as to prevent over application of phosphorous when excessive levels of this nutrient are detected in a field. In such situations,
additional nitrogen applications from nonorganic sources may be required to supply the recommended amounts of nitrogen.
Nutrient Management Recommendations Test
YEAR I 1
Tract IField T104 05
Acres I App. Period 2.40 2115-6/30
CROP Corn, Silage
Soil Series (French
RYE I
Sample Date
24.0 Tons
04-25-12
P Removal I Rating
82 lbs/ac.
Medium
Tract
Field
T104
05
Acres I
App. Period
2.40
9/1-3/31
CROP
Small Grain, Silage/Hay
Soil Series
French
RYE Sample Date
8.0 Tons
04-25-12
P Removal Rating
43 lbs/ac.
Medium
Tract Field
T104
lla
Acres I App. Period
7.90
2/15-6/30
CROP
Corn, Silage
Soil Series
Braddock
RYE Sample Date
16.6 Tons 04-25-12
P Removal I Rating
56 lbs/ac. hf edium
Tract Field
T104 lla
Acres I App. Period
7.90 9/1-3/31
CROP
Small Grain, Silage/Hay
Soil Series Braddock
RYE Sample Date 11.0 Tons 1 04-25-12
P Removal Rating 591bs/ac. Medium
-5948 Database Version 3.1
N
P2O5
K2O
Mg
Mn
Zn
Cu
Lime
(lbs/A)
Obs/A)
(lbs/A)
(lbs/A)
(lbs/A)
(lbs/A)
(lbs/A)
(tons/A)
Req'd Nutrients
250
0
130
0
0
0
0
2
Supplied By:
Starter
0
0
0
0
0
0
0
0
Commercial Fert
130
0
0
0
0
0
0
2
Residual
0
0
0
0
0
0
0
0
Manure
120
1211
170
61
2
2
0
0
BALANCE
0
121
40
61
2
2
01
0
Req'd Nutrients
85
0
70
0
0
0
0
0
Supplied By:
Starter
01
0
0
0
0
01
0
0
Commercial Fert
0
0
0
0
0
0
0
0
Residual
0
0
0
0
0
0
0
0
Manure
85
86
120
43
2
1
0
0
BALANCE
0
86
50
43
2
1
0
0
Req'd Nutrients
173
20
30
0
0
0
0
1
Supplied By:
Starter
0
0
0
0
0
0
0
0
Commercial Fert
53
0
0
0
0
0
0
1
Residual
0
0
0
0
0
0
0
0
Manure
120
121
170
61
2
2
0
0
BALANCE
0
101
140
61
2
2
0
0
Req'd Nutrient
117
0
0
0
0
0
0
0
Supplied By:
Starter
0
0
0
0
0
0
0
0
Commercial Fert
0
0
0
0
0
0
0
0
Residual
0
0
0
0
0
0
01
0
Manure
117
118
166
60
2
21
0
0
BALANCE
01
118
166
60
2
2
0
0
Date Printed: 2/4/2013
NMR Page Page 1 of 5

Nutrient Management Recommendations Test
YEAR
j
N
(lbs/A)
P2O5
(lbs/A)
K2O
(lbs/A)
Mg
(lbs/A)
Mn
(lbs/A)
Zn
(lbs/A)
Cu
(lbs/A)
Lime
(tons/A)
Tract
I Field
T104
1lb
Req'd Nutrients
117
0
20
0
0
0
0
0
Acres
App. Period
2.40
9/1-3/31
Supplied By:
CROP
Small Grain, Silage/Hay
Starter
0
0
0
0
0
0
0
0
Commercial Fert
0
0
0
01
0
0
0
0
Soil Series
Braddock
Residual
0
0
0
0
0
0
0
0
RYE I Sample Date
I i.0 Tons
04-25-12
Manure
117
1181
166
60
2
2
01
0
P Removal
Rating
59 lbs/ac.
Medium
BALANCE
0
118
146
60
2
2
0
0
Tract
I Field
T104
I lb
Req'd Nutrients
173
0
60
0
0
0
0
2
Acres
App. Period
2.40
2/15-6/30
Supplied By:
CROP
Corn, Silage
Starter
0
0
0
0
0
0
0
0
Commercial Fert
53
0
0
0
0
0
0
2
Soil Series
Braddock
Residual
0
0
0
0
0
0
0
0
RYEt Sample
Date
16.6 Tons
04-25-12
Manure
120
121
170
61
2
2
0
0
P Removal
Rating
561bs/ac.
Medium
BALANCE
0
121
110
61
2
2
0
0
Tract
Field
Till
05
Req'd Nutrients
110
0
50
0
0
0
0
0
Acres I
App. Period
16.70
9/1-3/31
Supplied By:
CROP
Small Grain, Silage/Hay
Starter
0
0
0
0
0
0
0
0
Commercial Fert
0
0
0
0
0
0
0
0
Soil Series
Braddock
Residual
0
0
0
0
0
0
0
0
i;
kYE Sample
Date
10.4 Tons
04-25-12
Manure
110
ill
156
56
2
2
0
0
P Removal
I Rating
561bs/ac.
Medium
BALANCE
0
111
106
56
2
2
0
0
Tract
I Field
Till
05
Req'd Nutrients
163
0
110
0
0
0
0
0
Acres
App. Period
16.70
2/15-6/30
Supplied By:
CROP
Corn, Silage
Starter
0
0
0
0
0
0
0
0
Commercial Fert
43
0
0
0
0
0
0
0
Soil Series
Braddock
Residual
0
0
0
0
0
0
0
0
RYE Sample
Date
15.7 Tons
04-25-12
Manure
120
121
170
61
2
2
0
0
P Removal
I Rating
53 lbs/ac.
Medium
BALANCE
0
121
60
61
2
2
0
0
Tract
Field
Till
06
Req'd Nutrients
163
0
90
0
0
0
0
0
Acres I
App. Period
30.00
2/15-6/30
Supplied By:
CROP
Corn, Silage
Starter
0
0
0
0
0
0
0
0
Commercial Fert
43
0
0
0
0
0
0
0
Soil Series
Braddock
Residual
0
0
0
0
0
0
0
0
RYE Sample
Date
15.7 Tons
04-25-12
Manure
120
121
170
61
2
2
0
0
P Removal
I Rating
53 lbs/ac.
Medium
I BALANCE
0
121
80
61
2
2
0
0
'.5948 Database Version 3.1 Date Printed: 2/4/2013 NMR Page Page 2 of 5