260071_CORRESPONDENCE_20171231

NORTH CAROLINA
Department of Environmental Qua
II

Revised January 22, 1999
JUSTIFICATION & DOCUMENTATION FOR MANDATORY WA DETERMINATION
Facility Number 24 -
Farm Name:. � s 1 f -
On -Site Representative:
Inspector/Reviewer's Name:
Date of site visit: Wy_
Date of most recent WUP: W/ 7Z 9 7
Operation is flagged for a wettable
acre determination due to failure of
Part it eligibility ttem(s) .; F9 F2 F3 F4
y/Operafion-not required to secure WA
determination at this time based on
exemption E1 E2 E3 E4
Annual farm PAN deficit: z ► pounds
Irrigation System(s) - circle #: 1. hard -hose traveler; 2. center -pivot system; 3. linear -move system;
4. stationary sprinkler system w/permanent pipe; 5. stationary sprinkler system w/portable pipe;
6. stationary gun system w/permanent pipe; 7. stationary gun system w/portable pipe
PART 1. WA Determination Exemptions (Eligibility failure, Part II, overrides Part I exemption.)
E1 Adequate irrigation design, including map depicting wettable acres, is complete
and signed by an I or PE.
E2 Adequate D, and D2/D3 irrigation operating parameter sheets, including map
depicting wettable acres, is complete and signed by an I or PE.
,,-�E3 Adequate D, irrigation operating parameter sheet, including map depicting
wettable acres, is complete and signed by a WUP.
E4 75% rule exemption as verified in Part Ill. (NOTE: 75 % exemption cannot be
applied to farms that fall the eligibility checklist in Part Il. Complete eligibility
checklist, Part 11- F1 F2 F3, before completing computational table in Part III).
PART 11.75% Rule Eligibility Checklist and Documentation of WA Determination
Requirements. WA Determination required because operation fails one of the eligibility
requirements listed below:
F1 Lack of acreage which resulted in over application of wastewater (PAN) on spray
field(s) according to farm's fast two years of irrigation records.
F2 Unclear, illegible, or lack of information/map.
F3 Obvious field limitations (numerous ditches; failure to deduct required
buffer/setback acreage; or 25% of total acreage identified in CAWMP includes
small, irregularly shaped fields - fields less than 5 acres for travelers or less than
2 acres for stationary sprinklers).
F4 WA determination required because CAWMP credits field(s)'s acreage,in excess
of 75% of the' respective field's total acreage as noted in table in Part 111.
Facility Number 16 - ?I

Revised January 22; 1999
Part III. Field by Field Determination of 75% Exemption Rule for WA Determination
TRACT
NUMBER
FIELD
NUMBER'.
TYPE OF
IRRIGATION
SYSTEM
"TOTAL
ACRES
CAWMP_`
ACRES
FIELD(
%
COMMENTS3
FIELD NUMBER' -hydrant, pull, zone; or point numbers may be used in Dlace of field nijmhPFs riPnanHinn r,n I AMAc
. ano type ot.irrigation system. If pulls; etc. cross more than one field,, inspector/reviewer will have to combine fields to.
calculate 75% field by field determination for exemption if possible; otherwise operation will be subject to WA
determination.
FIELD NUMBER'- must be clearly delineated on map. r
COMMENTS' - back-up fields with CAWMP acreage exceeding 75% of its total acres an-d having received less than 50%. .
of its annual PAN as documented in the farm's previous two years' (1997 & 19.98) of irrigation,records, cannot serve as the
sole basis for requiring a WA Determination.' Back-up fields must. be noted in the comment section'and must be accessible
by irrigation system.

orName of Farm: c.f'+o+� t
Owner/Manager Agreement
I (we) understand and will fallow and implement the specification and the operation and
maintenance procedures established in the approved anti al waste utilization plea 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 facities will, require anew
certification to be submitted to the Division of Environment Management (DEM) before
the new animals are stocked. I (we) also understand that there must be no discharge of
anima! waste from this system to surface wasters of the state from a storm event less
severe than the 25-year, 24-hour storm. The approved plan will be filed on -site at the
farm office and at the office of the local Soil and Water Conservation District and will be
available for review by DEM upon request.
Name of Facility Owner: Sa.r'1 y
(Please print]
Signature: Date:
Name of MEager(If er from owner):__
Signature:
Date:
Name of Technical Specialist: (Please print) [�o-ryR. SO�,, (14
Aiffiliation: 4
Address (Agency): p .n

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Produced by the United . States Geololcal Survey
in cooperation with North Carolina Department of
Natural Resources and Community Development
Contr6l by USGS. NOS/NOAA. and North Caroitna Geodetic Survey
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taken 1980-81. field checked 1982. Map edited 1997
11-t— North Carolina coordinate

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S.R 20136
KEY TO SYMBOLS
SPECIAL FLOOD HAZARD
AREA
ZoI1iE:::A
BIG WHITE POC
osln
t
Note: These maps may not Include sit Special Flood Hazard
Areas in the Community. Alter ■ more detailed study, the
5peclal Flood Hazard Areas shown on these maps may be
�lp� modified, and other areas added.
ry�r "TO DETERMINE If FLOOD INSURANCE 19 AVAILABLE IN THIS
COMMUNITY. CONTACT YOUR INSURANCE AGENT, OR CALL
THE NATIONAL FLOOD INSURANCE PROGRAM, AT MOW 638•
8820, OR 1000) e24.8872."
MILL BAY
r
COUJNTY BOUJNDARY

Lee A. Hosking
Beaverdam Nursery #1 & #2
4232 Beaver Dam Church Road
Roseboro NC 28382
Dear Lee A. Hosking:
Michael F. Easley, Governor
William G. Ross Jr„ Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P, E., Director
Division of Water Quality
October 1, 2004 RECEIVED
OCT 15 2004
DEhR _ EAAE7MLLE REGONAL OfRCE '
Subject: Certificate of Coverage No. AWS260071
Beaverdam Nursery#1 & #2
Swine Waste Collection, Treatment,
Storage and Application System
Cumberland County
On June 11, 2004, the North Carolina Division of Water Quality (Division) issued a revised State General
Permit for swine facilities. The General Permit was issued in accordance with the directive of Senate Bill
733 (Session Law 2003-28).
In accordance with your application received on January 30, 2003 and in accordance with the directive of
Senate Bill 733, we are hereby forwarding to you this Certificate of Coverage (COC) issued to Lee A.
Hosking, authorizing the operation of the subject animal waste collection, treatment, storage and land
application system in accordance with General Permit AWG100000. The issuance of this COC
supercedes and terminates your previous COC Number AWS260071 which expires October 1, 2004.
This approval shall consist of the operation of this system including, but not limited to, the management
of animal waste from the Beaverdam Nursery #1 & #2, located in Cumberland County, with an animal
capacity of no greater than an annual average of 5200 Wean to Feeder swine and the application to land
as specified in the facility's Certified Animal Waste Management Plan (CAWMP). If this is a Farrow to
Wean or Farrow to Feeder operation, there may also be one boar for each 15 sows. Where boars are
unneccessary, they may be replaced by -an equivalent number of sows. Any of the sows may be replaced
by gilts at a rate of 4 gilts for every 3 sows
The COC shall be effective from the date of issuance until September 30, 2009. Pursuant to this COC,
you are authorized and required to operate the system in conformity with the conditions and limitations as
,specified in the General Permit, the facility's CAWMP, and this COC. An adequate system for collecting
and maintaining the required monitoring data and operational information must be established for this
facility. Any increase in waste production greater than the certified design capacity or increase in number
of animals authorized by this COC (as provided above) will require a modification to the CAWMP and
this COC and must be completed prior to actual increase in either wastewater flow or number of animals.
Please carefully read this COC and the enclosed State General Permit. Since this is a revised State
General Permit, it contains new requirements in addition to most of the conditions contained in the
previous State General Permit. Enclosed for your convenience is a package containing the new and
revised forms used for record keeping and reporting. Please pay careful attention to the record keeping
and monitoring conditions in this permit.
Aquifer Protection Section — Animal Feeding Operations Unit
1636 Mail Service Center, Raleigh, North Carolina 27699-1638 One
No Carolina
Phone:[phone] I FAX, 919-715-05881 Internet: h2o.enr,state.nc.us
An Equal Opportunity/Affirmative Action Employer— 50% Recycled110% Post Consumer Paper LL

If your Waste Utilization Plan has been developed based on site specific information, careful evaluation
of future samples is necessary. Should your records show that the current Waste Utilization Plan is
inaccurate you will.need to have a newMaste Utilization Plan developed.
The issuance of this COC does not excuse the Permittee from the obligation to comply with all applicable
laws, rules, standards, and ordinances (local, state, and federal), nor does issuance of a COC to operate
under this permit convey any property rights in either real or personal property.
Upon abandonment or depopulation - for a period of four years or more, the Permittee must submit
documentation to the Division demonstrating that all current NRCS standards are met prior to restocking
of the facility.
Per 15A NCAC 2H .0225(c) a compliance boundary is provided for the facility and no new water supply
wells shall be constructed within the compliance boundary. Per NRCS standards a 100 foot separation
shall be maintained between water supply wells and any lagoon, storage pond, or any wetted area of a
spray field.
Please be advised that any violation of the terms and conditions specified in this COC, the General Permit
or the CAWMP may result in the revocation of this COC, or penalties in accordance with NCGS 143-
215.6A through 143-215.6C including civil penalties, criminal penalties, and injunctive relief.
If you wish to continue the activity permitted under the General Permit after the expiration date of the
General Permit, an application for renewal must be filed at least 180 days prior to expiration.
This COC is not automatically transferable. A name/ownership change application must be submitted to
the Division prior to a name change or change in ownership.
If any parts, requirements, or limitations contained in this COC are unacceptable, you have the right to
apply for an individual permit by contacting the staff member listed below for information on this
process.: Unless such a request is made within 30 days, this COC shall be final and binding.
This facility is located in a county covered by our Fayetteville Regional Office. The Regional Office
Water Quality Staff may be reached at [phone]. If you need additional information concerning
this COC or the General Permit, please contact Duane Leith at [phone].
Sincerely,
for Alan W. Klimek, P.E.
Enclosures (General Permit AWG100000)
cc: (Certificate of Coverage only for all cc's)
Fayetteville Regional Office, Aquifer Protection Section
Cumberland County Health Department
Cumberland County Soil and Water Conservation District
Permit File AWS260071
APS Central Fi16s

ANIMAL PASTE UTILIZATION PLAN
4 -9
(, c:--7
Producer: Lee Hoskings F7
Location: 4232 Beaver Dam Church Road
Roseboro NC 28382
Telephone: [phone] RECEIVED
Type Operation: New Wean to Feeder.Swine RECEIVED
Number of Animals: 5200.00 pigs VAR75
20
(Design Capacity)
OEHfi-fAYEMuEHR()AIAr ORE
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 lees 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.

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 application methods are not the
same.
The estimated acres needed to apply the animal waste is based on
typical nutrient content for this type of facility. Acreage
requirements should be based on the waste analysis report from your
waste management facility. In some cases you may want to have plant
analysis made, which could allow additional waste to be applied.
Provisions shall be made for the area receiving waste to be flexible
so as to accommodate changing waste analysis content and 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.)
5200 pigs x .40 tons waste/pigs/year = 2080 tons
AMOUNT OF PLANT AVAILABLE NITROGEN (PAN) PRODUCED PER YEAR
5200 pigs x .48 The PAN/pigs/year - 2496 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.

ANIMAL WASTE UTILIZATION PLAN
TABLE 1: ACRES OWNED BY PRODUCER
TRACT
FIELD
SOIL TYPE & CLASS-
CROP
YIELD
LBS
COMM N
**
* LBS
DETERMINING PHASE
CODE
AW N
PER
ACRES
AW N
PER AC
AC
USED
-----
or
--------
APPLY
RESID.
APPLIC
METH
N
TIME
5165
3,5
NoA
BP
4.6
230
0
6.16
1416.8
I
APR-SEP
�a
S165
Jun ISt
-un
IA 11 1100 10
16.16 1616
EP-NOV
BP 4.1 205 0
1.62
I I I
1332.1
I APR-SEP
WA 1 0
1100
I
11-62 1162
SEP-NO`
I END
TOTAL12526.9
Indicates that this field is being overseeded (i.e.
interplanted) or winter annuals.follow summer annuals.
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.

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
**
* LBS
DETERMINING PHASE
CODE
AW N
PER
ACRES
AW N
PER AC
AC
USED
-----
or
------
APPLY
RESID.
APPLIC
METH
N
TIME
END
TOTAL 10
Indicates that this field is being overseeded (i.e. interplanted) or
winter annuals follow summer annuals.
** 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
CROP
UNITS
PER UNIT
BP
WA
HYBRID BERMUDAGRASS-GRAZED
WINTER ANNUALS (I.E. Small Grains, etc.)
TONS
AC
50
100
TOTALS FROM TABLES 1 AND 2
ACRES LBS AW N USED
TABLE 1 7.78 2525.9

ANIMAL WASTE UTILIZATION PLAN
TABLE 2 l 0
TOTAL l 7.78
*** BALANCE
0
2526.9
-30.9
-------------------
*** This number must be less than or equal to 0 in order to
fully utilize the animal waste N produced.
d

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 395.2 pounds of plant available nitrogen per year in the
sludge.
If you remove the sludge every 5 years, you will have approximately 1976
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 6.58666666667 acres of land. If you apply the sludge to corn at
the rate of 125 pounds of nitrogen per acre, you will need 15.808 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

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.
I I
I
lApplication
RatelApplic. Amount
Tract
l Field l Soil Type
I crop
l (in/hr)
I (inches)
5165
I
l 3,5 l NoA
I
( BP
I
I 0.50
*1.0
5165
l un l St
I BP
I 0.50
1
, *1.0
5165
I I
I -3,-5 l
I
I WA
I
l 0.50
I
l *1.0
5165
I
I --un I
I I
I
l WA
I
I
l 0.50
I
l
I *1.0
* 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.

ANIMAL WASTE UTILIZATION PLAN
Call your technical specialist after you receive the waste analysis
report for assistance in determining the amount of waste per acre and
the proper application rate prior to applying the waste.
NARRATIVE OF OPERATION

WASTE UTILIZATION PLAN
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: 9

WASTE UTILIZATION PLAN
REQUIRED SPECIFICATIONS
10. Waste nutrients shall not be applied in fall or winter for
sprang 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.
vanae 1.0

PASTE 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.
varra s 1.1.

ANIMAL WASTE UTILIZATION PLAN
WASTE UTILIZATION P,LhM AGRETI+PM
Nance of Farm:
Owner/Manager Agreement
I (we) understand and will follow and implement the specifications
and the operation and maintenance procedures established in the
approved animal waste utilization plan for the farm named above. I
(we) know that any expansion to the existing design capacity of the
waste treatment and storage system or construction of new
facilities will require a new certification to be submitted to the
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: Lee Hoskings
(?-lease print)
signature: Date: � ��-
Name of Manage If different from owner):
Signature: Date:
Name of Person Preparing Plan: (Tease print)Larry E Simpson
Affiliation:Cumberlaad SWCD Phone No. [phone]
Address (Agency): 121 East Mountain Drive Ste 229
Fayetteville NC 28306-3422
Signature: A Date:
Page: 12

State of North Caroline
Department of Environment ��������
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
Lee A. Hosking
Beaverdam Nursery #1 & #2
4232 Beaver Dam Church Road
Roseboro NC 28382
Dear Lee Hosking:
NOV 17 2000
FAf t'iTEV iLLE.
RED. �' �'��'';►
November 15, 2000
i M9�'A
•
NCDENR'
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT ANo NATURAL RESOURCES
Subject: Certificate of Coverage No. AWS260071
Beaverdam Nursery #1 & #2
Swine Waste Collection, Treatment,
Storage and Application System
Cumberland County
In accordance with your application received on March 30, 2000, we are forwarding this Certificate of
Coverage (COC) issued to Lee A. Hosking, authorizing the operation of the subject animal waste
collection, treatment, storage and land application system in accordance with General Permit
AWG 100000. This approval shall consist of the operation of this system including, but not limited to,
the management of animal waste from the Beaverdam Nursery #1 & #2, located in Cumberland County,
with an animal capacity of no greater than 5200 Wean to Feeder and the application to land as specified
in the Certified Animal Waste Management Plan (CAWMP).
The COC shall be effective from the date of issuance until April 30, 2003. Pursuant to this COC, you
are authorized and required to operate the system in conformity with the conditions and limitations as
specified in the General Permit, the facility's CAWMP, and this COC, with no discharge of wastes to
surface waters. An adequate system for collecting and maintaining the required monitoring data and
operational information must be established for this farm. Any increase in waste production greater than
the certified design capacity or increase in number of stocked animals above the number authorized by
this COC will require a modification to the CAWMP and this COC and shall be completed prior to
actual increase in either wastewater flow or number of animals.
Please be advised that any violation of the terms and conditions specified in this COC, the General Permit
or the CAWMP may result in the revocation of this COC, or penalties in accordance with NCGS 143-
215.6A through 143-215.6C including civil penalties, criminal penalties, and injunctive relief.
Upon notification by the Division of this COC's expiration, you shall apply for its renewal. This request
shall be made within 30 days of notification by the Division.
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Telephone [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled110% post -consumer paper

Certificate of Coverage AWS260071
Beaverdam Nursery #1 & #2
Page 2
This COC is not automatically transferable. A name/ownership change application must be submitted to
the DWQ prior -to a name change or change in ownership.
If any parts, requirements, or limitations contained in this COC are unacceptable, you have the right to
apply for an individual non -discharge permit by contacting the engineer listed below for information on
this process. Unless such a request is made within 30 days, this COC shall be final and binding.
The subject farm is located in the Fayetteville Regional Office. The Regional Office Water Quality Staff
may be reached at [phone]. If you need additional information concerning.this COC or the
General Permit, please contact Sue Homewood at [phone] ext. 502.
Kerr T. Stevens
cc: (Certificate of Coverage only for all cc's)
Cumberland County Health Department
Fayetteville Regional Office; Water�Quality Section ,
Cumberland County Soil and Water Conservation District
Permit File
NDPU Files

P
State of North Carolina
RECEIVED
Department of Environment and Natural Resources WAWP0I1AL11YsECnON
Division of Water Quality E,g j? 3 0 2000
Non -Discharge Permit Application Form
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL) Non -Discharge Permitting
General Permit - Existing Animal Waste Operations
The following questions have been completed utilizing information on file with the Division. Please
review the information for completeness and make any corrections that are appropriate. If a
question has not been completed by the Division, please complete as best as possible. Do not leave
any question unanswered.
1. GENERAL INFORMATION:
I Facility Name: Beaverdam Nurser #] & #2
1.2 Print Lard Owner:, name: Lce A. Hoskin
1.3 Mailing address: 4232 Beaver Dam Church Road
City, State: Roseboro NC Zip: 28382
Telephone Number (include area code): 910-531-4542
1.4 County where facility is located: Cumberland
1.5 Facility Location (Directions from nearest major highway. Please include SR numbers for state roads. Please include a copy
of a county road map with the location of the farm identified): From intersection of NC Hwy 242 and NC Hwy 210 follow
NC Hwy 210 north for 2.8 miles, turn left onto SR 2040. 1.5 miles to farm entrance on left
1.6 Print Farm Manager's name (if different from Land Owner): W /t
1.7 Lessee's / Integrator's name (if applicable; please circle which type is listed): Mu[phy Family Farms
1.8 Date Facility Originally Began Operation:
1.9 Date(s) of Facility Expansion(s) (if applicable):.__
2. OPERATION INFORMATION:
2.1 Facility No.: 26 (county number); 71 (facility number).
2.2 Operation Description: Swine operation
Wean to Feeder
5200• Certified Design Capacity
Is the above information correct? y yes; [--] no. If no, correct below using the design capacity of the facility
The "No. of Animals" should be the maximum number for which the waste management structures were designed.
Type of Swine No. of Animals
• Wean to Feeder
• Feeder to Finish
• Farrow to Wean (# sow)
• Farrow to Feeder (# sow)
Type of Poultry No. of Animals
• Layer
• Non -Layer
• Turkey
Type of Cattle No. of Animals
• Dairy
• Beef
• Farrow to Finish (# sow)
Other Type of Livestock on the farm:._ _N 0 wr No. of Animals: U
FORM: AWO-G-E 5/28/98 Page 1 of 4 26 - 71

0-�
2.3 Acreage cleared and available for application (excluding all required buffers and areas not covered by the application
system): 3.1 : Required Acreage (as listed in the AWMP): 3.1
2.4 Number o a Dons storage ponds (circle which is applicable): I- LWal
2.5 Are subsurface drains present within 100' of any of the application fields? YES or O (please circle one)
2.6 Are subsurface drains present in the vicinity or under the lagoon(s)? YES or (please circle one)
2.7 Does this facility meet all applicable siting requirements? (Swine Farm Siting Act, NRCS Standards, etc.) (Swine Only)
YES or NO (please circle one)
What was the date that this facility's swine houses and lagoon were sited? & oq jgQlt
What was the date that this facility's land application areas were sited? 1), 1 - I ML_
3. REQUIRED ITEMS CHECKLIST. -
Please indicate that you have included the following required items by signing your initials in the space provided next to each
item.
3.1 ne completed and signed original and one copy of the application for General Permit - Animal
Waste Operations;
3.2 wo copies of a general location map indicating the location of the animal waste facilities and
field locations where animal waste is land applied;
3.3 Two copies of the entire Certified Animal Waste Management Plan (CAWMP). if the facility
does not have a CAWMP, it must be completed prior to submittal of a general permit application
for animal waste operations.
The CAWMP must include the following components. Some of these components may not
have been required at the time the facility was certified but should be added to the
CAWMP for permitting purposes:
3.3.1 The Waste Utilization Plan (WUP) must include the amount of Plant Available
Nitrogen (PAN) produced and utilized by the facility.
3.3.2 The method by which waste is applied to the disposal fields (e.g. irrigation,
injection, etc.)
3.3.3 A map of every field used for land application.
3.3.4 The soil series present on every land application field.
3.3.5 The crops grown on every land application field.
3.3.6 The Realistic Yield Expectation (RYE) for every crop shown in the WUP.
3.3.7 The PAN applied to every land application field.
3.3.8 The waste application windows for every crop utilized in the WUP.
3.3.4 The required NRCS Standard specifications.
3.3.10 A site schematic.
3.3.11 Emergency Action Plan.
3.3.12 Insect Control Checklist with chosen best management practices noted.
3.3.13 Odor Control Checklist with chosen best management practices noted.
3.3.14 Mortality Control Checklist with the selected method noted.
3.3.15 Lagoon/storage pond capacity documentation (design, calculations, etc.). Please be
sure to include any site evaluations, wetland determinations, or hazard classifications
that may be applicable to your facility.
3.3.16 Operation and Maintenance Plan.
If your CAWMP includes any components not shown on this list, please include the
additional components with your submittal.
A iicants initials
FORM: AWO-G-E 5/28/98 Page 2 of 4 26 - 71

r
Facility Number: 26 - 71
Facility Name: Beaverdam Nursery #1 & #2
RSOS 1\Elc�t\011
4. APPLICANT'S CERTIFICATION:
/��0
I, _ � � A - ["!o S �;v�� (Land Owner's name listed in question 1.2), attest that
this application for A v1\ vt" (W5L0 kr":ila -1 Gevic wad 4,04"4 (Facility name listed in question 1.1)
has been reviewed by 'me and is accurate and to the best of my knowledge. I understand that if all required parts of this
application are not completed and that iffa11 required supporting information and attachments are not included, this application package
will be returned to me as incomolelJ t
Signature
5. MANAGER'S
I.
Date :la Ku , dy
CATION: (complete only if different from the Land Owner)
(Managers name listed in. question 1.6), attest that this
application for (Facility name listed in question 1.1)
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of this
application are not completed and that if all required supporting information and attachments are not included, this application package
will be returned as incomplete.
Signature
Date
THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING INFORMATION AND MATERIALS,
SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DIVISION OF WATER QUALITY
WATER QUALITY SECTION
NON -DISCHARGE PERMITTING UNIT
1617 MAIL SERVICE CENTER
RALEIGH, NORTH CAROLINA 27699-1617
TELEPHONE NUMBER: [phone]
FAX NUMBER: [phone]
FORM: AWO-G-E 5/28/98 Page 3 of-4 26 - 71

DIVISION OF WATER QUALITY REGIONAL OFFICES (Ing)
Asbevllk Regional WQ Sup=vitor
59 Woodfin Place
Asheville, NC 29901
(5zg) 251-6208
Fax (e-S) 251-6452
Avery Maros
Buncombe Madison
Burim
McDowell
Caldwell
Mitcbell
Cbcmk=
Palk
Clay
Rutbetford
Graham
Swain
Heywood
Transylvania
Henderson
Yanzy
Jackson
Fayetteville Regional WQ Supervisor
Wachovia Building. Suite 714
Fayetteville, NC 29301 '
(910) 48b-1541
Fax [phone]
Washington Regional WQ Supervisor
943 Washington Square Mail
Washington, NC Z7989
(25�j 946-6481
Fax (A5j; 975-3716
Beaufort Jones
Berle Lenoir
Cbowaa
Pamlico
CMV=
Pasquotank
Cmrimc3c
Paquiataas
Dare
Pitt
Crates
TYMU
Grecae
Washingtoa
Hertford
Wayne
Hyde
Mooresville Regional WQ Sup svhsar
919 North Main Street
Mooresville, NC 29115
C704)663-1699
Fax [phone]
Raleigh Regional WQ Supevisor
MW Barrett Dr.
Raleigh, NC 27611
(919) 5714700
Fax [phone]
Chatham
Nash
Dunham
Northampton
Edgecombe
Franklin
Osage
Person
Granville
Vance
Halifax
wake
Johnston
Warren
Lee
V r son
Rrxlmington Region. WQ Supervisor
127 Cardinal Drive Extrusion
Wilmington, NC 2WS-3845
[phone]
Fax [phone]
Anson
Moore
Alexaod
Lincoln Brtussvrick New Hanover
Blades
Richmond
Cabarrus
Mecklenburg Carr = Oaslow
Cir erland
Robeson
Catawba
Rowan Columbus Ponder
Harnett
Sampson
Cleveland
Staniy Duplin
Hoke
Scotland
Gaston
Union
Montgomery
lredell
Winston-Salem Regional WQ Sup=visar
S65 Waughtown Strea
W"iastoo-Salem, NC 27107
(33Q 7714600
Fax GIL) 771-4631
AIamtmae
Rxldnghata
Allegbany
Randolph
Ask
Stokes
Caswell
Suary
Davidson
Watauga
Davie
Willow
FmTi't
Yadkin
Guilford
.f=
FORM: AWO-G-E STUNS Page 4 of 4

M
Animal Waste Management Plan CertificatiohOjtt
(Please a or print all information that does not require a signature)
General Information: �j�VQ '
Name of Farm: Beavverdam Nurser _ #1 Facility No:
Owner's Name:Lee A. Hoskxnq _Phone No: 910 531-442
Mailing Address: Route 3, Box 147-B Roseboro, NC _28382
Farm Location: Fourteen Digit Hydrologic Unit:
Latitude and Longitude: 340-a' 3 'Y 78° 36' 25" County: Cumberland
Please attach a copy of a county road map with location identified and describe below
(Be specific: road names, directions, milepost, etc.): From Intersection of NC Hwy 242 and
NC Hwy 210 follow NC Hwy 210 N for 2.8 miles, turn left onto SR 2040, 1.5
Operation Description: miles to farm entrance on left
Type of Swine No ofAnimals Type of Poultry No ofAnimals Type of Cattle No ofAnimals
x Wean to Feeder 2600 Layer _Dairy
Feeder to Finish — Pullets Beef
r_ Farrow to Wean
_ Farrow to Feeder
Farrow to Finish Other Type of Livestock: Number of Animals:
Acreage Available for Application: 3.1 - Required Acreage: 3.1
Number of Lagoons/Storage Ponds: 1 Total Capacityl39239 Cubic Feet (W)
Are subsurface drains present on the farm: YES or�� (please circle one)
Owner /Manager Agreement
I (we) verify that all the above information is correct and will be updated upon changing. I (we)
understand the operation and maintenance procedures established in the approved animal waste
management plan for the farm named above and will implement these procedures. I (we) know that
any expansion to the existing design capacity of the waste treatment and storage system or construction
of new facilities will require a new certification to be submitted to the Division of Environmental
Management before the new animals are stocked. I (we) understand that there must be no discharge of
animal waste from the storage or application system to surface waters of the state either directly
through a man-made conveyance or from a storm event less severe than the 25-year, 24-hour storm
and there must not be run-off from the application of animal waste. I (we) understand that run-off of
pollutants from lounging and heavy use areas must be minimized using technical standards developed
by the Natural Resources Conservation Service. The approved plan will be filed at the farm and at the
office of the local Soil and Water Conservation District. I (we) know that any modification must be
approved by a technical specialist and submitted to the Soil and Water Conservation District prior to
implementation. A change in land ownership requires written notification to DEM. or a new
certification (if the approved plan is changed) within Go days of a title transfer.
Name of Land Own A. Hoskincr
Signature. Date:
Name of na ' fferent from owner):
Signature: Date:
AWC -- April 24, 1996

W
Technical Specialist Certification
I As a technical specialist designated by North Carolina Soil and Water Conservation Commission
pursuant to 1 SA NCAC GF .0005,1 certify that the animal waste management system for the farm
named above has an animal waste management plan that meets or exceeds standards and specifications
of the Division of Environmental Management (DEM) as specified in I SA NCAC 2H.0217 and the
USDA -Natural Resources Conservation Service (MRCS) and/or the North Carolina Soil and Water
Conservation Commission pursuant to I SA NCAC 2H.0217 and 15A NCAC GF .0001-.0005. The
following elements are included in the plan as applicable. While each category designates a technical
specialist who may sign each certification (SD, SI, WUP, RC,1), the technical specialist should only
certify parts for which they are technically competent.
II. Certification of Design
A) Collection,_ Storage, Treatment System
Check the appropriate box
❑ Existing. Facility without retrofit (SD or WUP)
Storage volume is adequate for operation capacity; storage capability consistent
with waste utilization requirements.
`,`1y111111111f//I////
® New, expanded or retrofitted facility (SD) H GAR /
Animal waste storage and treatment structures, such as but no limited to collection ��`�`O0 Go"
systems, lagoons and ponds, have been designed to meet or exceed the minimum
standards and specifications. 4 SEAL
Name of Technical Specialist (Please Print): J. Neal Tucker 3 14985
Affiliation: Murphy -Family eggms ?+Nit.
Address {Agency PO ox 75 -Rose Hill Phone No.: ( 910 28 6M . 7
Signature: Date: 8 CP ��/�`�`
B) Land Application Site (WUP)
The plan provides for minimum separations (buffers); adequate amount of land for
waste utilization; chosen crop is suitable for waste management; hydraulic and
nutrient loading r
3Yfl��+ n�cs�o1►,e by 154,6er(o,,J Ca • �/I�'CS
Name of Technical Specialist (Please Print): Kraig Westerbeek -
Affiliation:
Address (,
Signature:,
Phone No.: (gin) 789-6439 ext4556
Date: 11- 3 -No
0 Runoff Controls from Exterior Lots
Check the appropriate hox
9 Facility without exterior lots (SD or WUP or RC)
This facility does not contain any exterior lots.
❑ Facility with exterior lots (RC)
Methods to minimize the run off of pollutants from lounging and heavy use areas
have been designed in accordance with technical standards developed by NRCS.
Name of Technical Specialist (Please Print): M . Kevin Weston
Affiliation: Murphy Family Farms
Address (Agency) oRose [Jill Phone No.: 91 0 2 8 9- 6 4 3 9
Signature: '4!?�: 1 Date: ze /?61_
AWC--April 24, 1996

M
D) Application and Handling,FAuipment
Check the appropriate box
❑ Existing facility with existing waste atipIication equipment (WUP or ]
Animal waste application equipment specified in the plan has been either field
calibrated or evaluated in accordance with existing design charts and tables and is
able to apply waste as necessary to accommodate the waste management plan:
(existing application equipment can cover the area required by the plan at rates not
to exceed either the specified hydraulic or nutrient loading rates, a schedule for
timing of applications has been established; required buffers can be maintained and
calibration and adjustment guidance are contained as part of the plan).
Ill New or expanded facility; or existing facility without existing _waste application
equipment (I)
Animal waste application equipment specified in the plan has been designed to
apply waste as necessary to accommodate the waste management plan; (proposed
application equipment can cover the area required by the plan at rates not to
exceed either the specified hydraulic or nutrient loading rate; a schedule for
timing of applications has been established; required buffers can be maintained;
calibrations and adjustment guidance are contained as part of the plan).
Name of Technical Specialist (Please Print)Gary 5calf
Affiliation: MUphy Family Farms
Address (Agency) PO BoxPhone No.: - 6 4 3 9 e x t 4562
Signature: Date: q
III. Certification oflnstalladon
A) Collection, Storage, Treatment Installation
New, expanded or retrofitted facility (Si)
Animal waste storage and treatment structures, such as but no limited to
lagoons and ponds, have been installed in accordance with the approved plan to
meet or exceed the minimum standards and specifications.
For existing facihfies without r>°&nft, no cerhfrcation is necessary.
Name of Technical Specialist (Please Print):
Affiliation: Murphv Family Farms
Address (Age cy O Pox 759 Rose Hill Phone No.( - 439 ext: 471
Signature: Date: 7 !o , %1111'�IA11,111
H Apt
-•'•� QaF�ss�a y '-
ti� r
Q 4 s
SEAL
14985
r
�.
AWC -- April 24, 1996 ���*��q� ��`�••

13) Land_Application Site (WUP)
Check the appropriate hox
0 The cropping system is in the place on all land as specified in the animal waste management plan.
VConditional Approval: all required Iand as specified in the plan is cleared for planting; the cropping
system as specified in the waste utilization plan has not been estab 's ed and flie owner has
committed to establish the vegetation as specified in the plan by
(month/day/year); the proposed cover crop is appropriate for compliance with the waste
utilization plan.
W Also check this box if appropriate
if the cropping system as specified in the plan can not be
established on newly cleared land within 30 days of this
certification, the owner has committed to establish an
interim crop for erosion control;
Name of Technical Specialist (Please Print): Kgaicr Westerbeek
Affiliation: u Family Farms
Address ( ):PO B �qRa�eH�IUII Phone l 0.:( 91 Q) 289-6439 ext.4556
Signature: Date: / -1I 1
This followi* signatul;e block is only to be used when the box for conditional approval in M. B above
has been ch6cked.
I (we) certify that I (we) have committed to established the cropping system as specified in my (our)
waste utilization plan, and if appropriate to establish the interim crop for erosion control, and will
submit to DEM a verification of completion from a Technical Specialist within IS calendar days
following the date specified in the conditional certification. I (we) realize that failure to submit this
verification is a violation of the waste management plan and will subject me (us) to an enforcement '
action from DENS
Name of Land Ownetf// - 4Q'- '4. /L4 5 4
Date:
Name of Man e f different from owner):
Signature: _ Date:
Q Runoff Controls from Exterior Lots (RC)
Facility with exterior lots
Methods to minimize the run off of pollutants from lounging and
heavy use areas have been installed as specified in the plan.
For facilities without exterior tots, rro certiricatiorr is ttec�ssary.
Name of Technical Specialist (Please Print) :
Affiliation: -
Address (Agency): Phone No.:
Signature: Date:
AWC --- April 24, 1996
4

M
D) Application and HandlingEguigment installation (WUP or I)
Check the appropriate block
0 Animal waste application and handling equipment specified in the plan iS on site and ready
for use; calibration and adjustment materials have been provided to the owners and are
contained as part of the plan.
0 Animal waste application and handling equipment specified in the plan has not been
installed but the owner has proposed leasing or third party application and has provided a
signed contract; equipment specified in the contract agrees with the requirements of the
plan; required buffers can be maintained; calibration and adjustment guidance have been
provided to the owners and are contained as part of the plan.
"nditionaI approval: Animal waste application and handling equipment specified in the
plan has been p based and will be on site and installed by
q (month/day/year); there is adequate storage to
hold the waste Lfnfil the equipment is installed and until the waste can be land applied in
accordance with the cropping system contained in the plan; and calibration and
adjustment guidance have been provided to the owners and are contained as part of the
plan.
Name of Technical Specialist (Please Printery s c a l is
Affiliation: Murphy Family Farms
Address (Agency) PO Box 759 o s e H i l I Phone No.• e x t 4562
Signature: Date: `i
The following signature block is only to be used when the box for conditional approval in III D above
has been checked.
I (we) certify that I (we) have committed to purchase the animal waste application and handling
equipment as specified -in my (our) waste management plan and will submit to DEM a verification of
delivery and installation from a Technical Specialist within 15 calendar days following the date specified
in the conditional certification. I (we) realize that failure to submit this certification is a violation of the
waste management plan and will subject me (us) to an enforcement action from DEN.
Name of Land Ow
Signature :-�,_
Name of Manager
Signature:
t from owner):
Please return the completed form to the Division of Environmental Management at the following
address:
Department of Environment, Health, and Natural Resources
Division of Environmental Management
Water Quality Section, Compliance Group
P. O. Box 29535
Raleigh, NC 27626-0535
Please also remember to submit a copy of this form along with the complete Animal Waste Management
Plan to the local Soil and Water Conservation District Office and to keep a copy in your files with your
Animal Waste Management Plan.
AWC -- April 24, 1996

Animal Waste Management Plan Certificatio ,�,& - o�
(Please type or print all information that does not require a siknature) , 0
General Information: r�y�,lIw"o
Name of Farm: Beaverdam Nursery #2 Facility No:
Owner's Name: Lee A. Hosking Phone No:
Mailing Address: Route 3, Box 147-B Roseboro NC 28382
Latitude and Longitude: 34' 53' 28" / 78' 36' 28" County: Cumberland
Please attach a copy of a county road map with location identified and describe below (Be specific: road names,
directions, milepost, etc.): From intersection of NC Hwy 242 and NC Hwy 2I0 follow NC Hwy 210 N for 2.8
miles, turn left onto SR 2040, 1.5 miles to farm entrance on left
Operation Description:
Type of Swine No. of Animals
® Wean to Feeder 2600
❑ Feeder to Finish
❑ Farrow to Wean (# sow)
❑ Farrow to Feeder (# sow)
❑ Farrow to Finish (# sow)
Other Type of Livestock on the farm:
Type of Poultry No. of Animals
❑ Layer
❑ Non -Layer
❑ Turkey
No. of Animals;
Tyne of Cattle No. of Animals
❑ Dairy
❑ Beef
Ex andtng Operation Qnly
Pr vxous lJes{gxr Capaclfy Addrtibh. Des{gn Capacdy
Tofall7esrgn Capacify I .... '' ;
a* Irin � Qperatton only
(Date on wh�eh farms hed; for. x ` strakton) Ke rsirat�ox� Date; pp gt
Acreage Available for Application: Z. 3G Required Acreage: T. /9
Number of Lagoons/Storage Ponds: 1 Total Capacity: 147474 Cubic Feet (fts)
Are subsurface drains present on the farm: YES orT ,Vw (please circle one)
Owner /Manager Agreement
I (we) verify that all the above information is correct and will be updated upon changing. I (we) understand the operation
and maintenance procedures established in the approved animal waste management plan for the farm named above and
will implement these procedures. I (we) know that any expansion to the existing design capacity of the waste treatment and
storage system or construction of new facilities will require a new certification to be submitted to the Division of
Environmental Management before the new animals are stocked. I (we) understand that there must be no discharge of
animal waste from the storage or application system to surface waters of the state either directly through a man-made
conveyance or from a storm event less severe than the 25-year, 24-hour storm and there must not be run-off from the
application of animal waste. I (we) understand that run-off of pollutants from lounging and heavy use areas must be
minimized using technical standards developed by the Natural Resources Conservation Service. The approved plan will be
filed at the farm and at the office of the local Soil and Water Conservation District, I (we) know that any modification must
be approved by a technical specialist and submitted to the Soil and Water Conservation District prior to implementation. A
change in land ownership requires written notification to DEM or a new certification (if the approved plan is changed)
within 60 days of a title transfer.
Name of Land Owner: Lee n
Signature: Date:
Name of Manager (if df en from owner):
Signature: Date:
AWC -- April 24, 1996

Technical Specialist Certification
I As a technical specialist designated by North Carolina Soil and Water Conservation Commission pursuant to
I5A NCAC 6F .0005, I certify that the animal waste management system for the farm named above has an
animal waste management plan that meets or exceeds standards and specifications of the Division of
Environmental Management (DEM) as specified in I5A NCAC 2H.0217 and the USDA -Natural Resources
Conservation Service (NRCS) and/or the North Carolina Soil and Water Conservation Commission pursuant to
15A NCAC 2H.0217 and 15A NCAC 6F .0001,0005. The following elements are included in the plan as
applicable. While each category designates a technical specialist who may sign each certification (SD, SI, WUP,
RC, I), the technical specialist should only certify parts for which they are technically competent.
II. Certification of Design
A) Collection, Storage, Treatment System
Check the appropriate box
❑ Existing facility without retrofit (SD or WUP)
Storage volume is adequate for operation capacity; storage capability consistent with waste utilization
requirements.
21 New, expanded or retrofitted facility (SD)
Animal waste storage and treatment structures, such as but no limited to collection A�utii
ldr�ps and
ponds, have been designed to meet or exceed the minimum standards and specif' R_ 0�
wt,
SName of Technical Specialist (Please Print): Neal Tucker Ny
Affiliation: Murj2hy Family Farms
Address (Age cy) P. Bo4 759 Rose Hill NC 28458 Pho N .: 910 &9 43J4 $47V
r
Signature: Date: 30 9
B) Land The lan provides Applicationminimumlte ` ides for separations (buffers); adequate amount of land for writ {fA rAh`% chosen
crop is suitable for waste management; hydraulic and nutrient loading rates.
Name of Technical Specialist (P ase Print): Kraig:Westerbeek
Affiliation: Mur h Fa ttiI rms
Address ( se Hill, NC 28458 Phone No.: 910 289-6439 ea . 4556
Signature: Date: !1-12-R-7
C) Runoff ontrol from Exterior Lots
Check the a praopriate x
19 Facility without exterior lots (SE) or WUP or RC)
This facility does not contain any exterior lots.
❑ Facility with exterior lots (RC)
Methods to minimize the run off of pollutants from lounging and heavy use areas have been designed in
accordance with technical standards developed by NRCS.
Name of Technical Specialist (Please Print): Kevin Weston
Affiliation: Murphy Family Farms
Address (Agency): P.O. Box 759 Rose Hill NC 28458 Phone No.: [phone], ext.4629
Signature: ^ 7,J� Date:
AWC -- April 24, 1996 2

D) Application and Handling Equipment
Check the appropriate box
❑ Existing or expanding facility th existing waste application equipment (WUP or I)
Animal waste application equipment specified in the plan has been either field calibrated or evaluated in
accordance with existing design charts and tables and is able to apply waste as necessary to
accommodate the waste management plan:
(existing application equipment can cover the area required by the plan at rates not to exceed either
the specified hydraulic or nutrient loading rates, a schedule for timing of applications has been
established; required buffers can be maintained and calibration and adjustment guidance are
contained as part of the plan).
New, ex anded or existing facility without existing waste i1pplication equipment for
srpayTirrigation (1)
Animal waste application equipment specified in the plan has been designed to apply waste as necessary
to accommodate the waste management plan; (proposed application equipment can cover the area
required by the plan at rates not to exceed either the specified hydraulic or nutrient loading rates; a
schedule for timing of applications has been established; required buffers can be maintained; calibration
and adjustment guidance are contained as part of the plan).
❑ New, expanded, or existing facility without existing waste application equipment for
land spreading not using sgmy irrigation._(WUP or I)
Animal waste application equipment specified in the plan has been selected to apply waste as necesary to
accommodate the waste management plan; (proposed application equipment can cover the area
required by the plan at rates not to exceed either the specified hydraulic or nutrient loading rates; a
schedule for timing of appliactions has been established; required buffers can be maintained; calibration and
adjustment guidance are contained as part of the plan).
Name of Technical Specialist (Please Print): Gary Scalf
Affiliation: Murphy Family Farms
Address (Agency): PO Box 759 Rose Hill NC 28458 Phone No.: 910-289�-6439 ext 4562
Signature: �.,., �. S _ Date: r t
E) Odor Control,_ Insect Control, Mortality Management and Emergency Action Plan (SD,
SI, WUP, RC or I)
The waste management plan for this facility includes a Waste Management Odor Control Checklist, an
Insect Control Checklist, a Mortality Management Checklist and an Emergency action Plan. Sources of
both ordors and insects have been evaluated with respect to this site and Best Management Practices to
Minimize Odors and Best Management Practices to Control Insects have been selected and included in
the waste management plan. Both the Mortality Management Plan and Emergency Action Plan are
complete and can be implemented by this facility.
Name of Technical Specialist (Please Print): Kevin Weston
Affiliation: Mumhv Familv Farms
Address (Agency): P.O. Box 759 Rose Hill NC 28458 Phone No: [phone], ext. 4629
Signature: _ _ �.,�:. �, Date:
F) Written Notice of New or_Ex_panding_Swine Farm
The following signature block is only to be used for new or expanding swine farms that begin
construction after June 21, 1996. If the facility was built before June 21, 1996, when was it constructed
or last expanded . I (we) certify that I (we) have attempted to contact by
certified mail all adjoining property owners and all property owners who own property located across a
public road, street, or highway from this new or expanding swine farm. The notice was in compliance
with the requirements of NCGS 106-805. A copy of the notice and a list of the property owners notified
is attached.
Name of Land Owner
Signature: Date: 42
—
Name of Manager (if d' Brent from owner):
Signature: Date:
AWC -- April 24, 1996

III. Certification of installation
A) Collection, Storage, Treatment Installation
New, expanded or retrofitted facility (SO
Animal waste storage and treatment structures, such as but no limited to lagoons and ponds, have been installed
in accordance with the approved plan to meet or exceed the minimum standards and specifications.
For existing facflfires without rehoffts, no certification is necessary.
Name of Technical Specialist (Please Print): T. Neal Tucker .���'' CA TO
Affiliation: Murphy Family Farms a ESS/
Address (Agenc . P. . Box 759 Rose Hill NC 28458 Phone No.: 910 89- ext. 4
Signature: Date: B SEAL
B) Land Application Site (WUP) l�Q� Q
Check the appropriate box •,, • ..,+'' �, 41�
❑ The cropping system is in the place on all land as specified in the animal waste man agCi4[61*�Ian.
U' Conditional Approval: all required land as specified in the plan is cleared for planting; the cropping
system as specified in the waste utilization plan has notM17
established and the owner has committed
to establish the vegetation as specified in the plan by I (month/day/year); the proposed cover
crop is appropriate for compliance with the waste utilizlan.
❑ Also check this box if appropriate if the cropping system as specified in the plan can
not be established on newly cleared land within 30 days of this certification, the owner
has committed to establish an interim crop for erosion control;
Name of Technical Speci li
Affiliation: Mur h Fa i
Address (Age
Signature:
Print): Kraig Wester_beek
58 Phone No.: 910 289-6439 ext. 4556
Date: T - IS —J�:7 _
This followir signatu�e block is only to be used when the box for conditional approval in III. B above has been
checked. II
I (we) cer#ify that I (we) have committed to established the cropping system as specified in my (our) waste
utilization plan, and if appropriate to establish the interim crop for erosion control, and will submit to DEM a
verification of completion from a Technical Specialist within 15 calendar days following the date specified in the
conditional certification. I (we) realize that failure to submit this verification is a violation of the waste
management plan and will subject me (us) to an enforcement action from DEM.
Name of Land Owner:
Signature: Date:
Name of Manager ( f ' rent from owner):
Signature: Date:
AWC -- April 24, 1996

C) Runoff Controls from Exterior Lots (RC)
Facility with exterior lots
Methods to minimize the run off of pollutants from lounging and heavy use areas have been installed as
specified in the plan.
For facilities without exterior lots, no certi cation is necessary.
Name of Technical Specialist (Please Print):
Affiliation: .
Address (Agency): Phone No.:
Signature:
Date:
D) Application_ and Handling Equipment Installation (WUP or I)
Check the appropriate block
❑ Animal waste application and handling equipment specified in the plan is on site and ready for
use; calibration and adjustment materials have been provided to the owners and are contained
as part of the plan.
❑ Animal waste application and handling equipment specified in the plan has not been installed
but the owner has proposed leasing or third party application and has provided a signed
contract; equipment specified in the contract agrees with the requirements of the plan; required
buffers can be maintained; calibration and adjustment guidance have been provided to the
owners and are contained as part of the plan.
Conditional approval: Animal waste application and handling equipment specified in the plan
has been purchased and will be on site and installed by](month/day/year); there is
adequate storage to hold the waste until the equipment is costa led and until the waste can be
land applied in accordance with the cropping system contained in the plan; and calibration and
adjustment guidance have been provided to the owners and are contained as part of the plan.
Name of Technical Specialist (Please Print): Gaa Scalf
Affiliation: Murphy Family Farms
Address (Agent : P. 0. Sox 759 Rose Hill NC 28458 Phone No - 910)289-6439 ext. 4562
Signature: Date: —��
The following signature block is only to be used when the box for conditional approval in III D above has been
checked.
I (we) certify that I (we) have committed to purchase the animal waste application and handling equipment as
specified in my (our) waste management plan and will submit to DEM a verification of delivery and installation
from a Technical Specialist within 15 calendar days following the date specified in the conditional certification. I
(we) realize that failure to submit this certification is a violation of the waste management plan and will subject
me (us) to an enforcement action fr= PDA.
Name of Land Owner:
Signature : Date:
Name of Manager (if e from owner):
Signature: Date:
AWC -- April 24, 1996

E) Odor Control insect Control and Mortality Management (SD, SI, WUP, RC or 1)
Methods to control odors and insects as specified in the Plan have been installed and are
operational. The mortality management system as specified in the Plan has also been installed
and is operation.
Name of Technical Specialist (Please Print): Kevin Weston
Affiliation: Murphy Family Farms _
)P.O.
Address (Agency): . P. O. Box 759 Rose Hill NC 28458 Phone No: 9I0 2$9-6439 EXT. 4629
Signature:........ .. ... Date: 7 x/ 9 7 _
Please return the completed form to the Division of Environmental Management at the following address:
Department of Environment, Health, and Natural Resources
Division of Environmental Management
Water Quality Section, Compliance Group
P. O. Box 29535
Raleigh, NC 27626--0535
Please also remember to submit a copy of this form along with the complete Animal Waste Management Plan to
the local Soil and Water Conservation District Office and to keep a copy in your files with your Animal Waste
Management Plan.
AWC -- April 24, 1996

11I3p/1599 , 15: 4b , 91©5314128 HOSKING PAGE 02
Conditional Approval Verification Form
1
Facility Name: �Aed,rtL_ 1) a wS _ 1 t -' �. Facility No.: _ 2 - 7L - -
Owner(s) Name:
Mailing Address: Rt 3. 1 N 7 - c- Phone No.: _ 5l h 5 D9tf2,
County:.
Oe,1% Qh-'VcL•
The facility has satisfactorily completed activities needed to meet the conditions of the
co. ditional certification submitted for this facility. The following items have been completed
any v rified by true:
All land application equipment has been purchased and properly intalled and calibrated to
the correct specifications. Date of installation of equipment: SAP �9q ~7
/The cropping system is in place on all land as specified in the animal waste management
plan. Date cropping system in place: 14o _
Name of Technical Specialist (Please 1?z•i.nt): f `v,o� � � _[emu Z-'. 5+--
Agency: � r z-..—.
Address (Agency):�a
o 5 `� Phone No.: D a i ( Lt
Signature• e; � a ta,�
I verify t t the abov information is correct and has been satisfactorily completed. I realize that
I will be ubject to a forcement if I failed to complete my conditional certification by the date
specified in tray Ce fied Animal Waste Management Plan Certification. I also realize that
failure to meet the conditional certification date is grounds for revocation of my permit or
deemed permit status.
Name of Land Own;r( ase Print):
Signature:
April 5, 1999
CAVF-I
sla
Date: l '2- - q - 9 % --
Return within 30 days following receipt to:
NC Division of Water Quality - Non -Discharge Compliance
and Enforeement Unit
Attention: Sopya Avant
1617 Mail Service Center
Raleigh, N. C. 27699-1617
[phone] extension 571

Y::. • >� Y., �:a},i , +"uk nn. r�x - ,•iiii�,y^nv:!w is�:M.�:•,;??Hv
.%.,'' ;k:? 3. . ,,,� .,;h: Wit,,,,•
Producer: Sd dos kJ ��-
Location: P-43PZZ, 3or 1�173
Telephone: q ) o _, g I -
Type Operation:
Number of Animals: s zcn p S
(Design Capacity)
The waste from your animal facility must be land applied at a specified rate to prevent
pollution of surface and/or groundwater. The plant nutrients in the animal waste should
be used to reduce the amount of commercial fertilizer required for the crops in the fields
where the waste is to be applied. This waste utilization plan uses nitrogen as the limiting
nutrient. Waste should be analyzed before each application cycle. Annual soil tests are
strongly encouraged so that all plant nutrients can be balanced for realistic yields of the
crop to be grown.
Several factors are important in implementing your waste utilization plan in order to
max=e the fertilizer value of the waste and to ensure that it is applied in an
environmentally safe manner. Always apply waste based on the needs of the crop to be
grown and the nutrient content of the waste. Do not apply more nitrogen than the crop
can utilize. Soil types are important as they have different infiltration rates, Ieaching
potentials, cation exchange capacities, and available water holding capacities. Normally
waste shall not be applied to land eroding at greater than 5 tons per acre per year. With
special precautions, waste may be applied to land eroding at up to 10 tons per acre per
year. Do not apply waste on saturated soils, when it is raining, or when the surface is
frozen. Either of these conditions may result in runoff to surface waters which is not
allowed under DEM regulations. Wind conditions should also be considered to avoid drift
and downwind odor problems. To maximize the value of nutrients for crop production
and to reduce the potential for pollution, the waste should be applied to a growing crop or
applied to bare ground not more than 30 days prior to planting. Injecting the waste or
disking will conserve nutrients and reduce odor problems.
The estimated acres needed to apply the animal waste is based on typical nutrient content
.for this type of facility. Acreage requirements should be based on the waste analysis
report from your waste management facility. Attached you will find information on
proper sampling techniques, preparation, and transfer of waste samples to the lab for ,
analysis.
This waste utilization plan, if carried out, meets the requirements for compliance with 15A
NCAC 21-L0217 adopted by the Environmental Management Commission.

:..^.,.;.,,v, w FF
.:.;;::}.%::".a:::-::::;:::}:•-C,^,::::•'::w,,..;a;J:..r'.::i J:}:::M}:SE::%%Sic::kk:A2;Ys::;;.;w'ti:::}i..;tsr..,.:....., :,., r::.a.:... ......... .,:.,.,..... ..k ...,,
,,,w.aw„w..,,....,.Y,,,,.a• tii;:�'.k:i}:a\'waa,.nv.4ri.;+riii�iCv:;}��:J:..iEiv"+"«�:n::::K;�`
Amount o Waste Produced Per Year(gallons, ,f?, tons, eta)
woe animals X 40(amt.) waste/an imaI year = o (an l.) waste/year.
Amount of Plant Available Nitrogen (PAN) Produced Per Year
animals X - 4lbs. PAN/animallyea:r Ibs. PAN/year. (PAN from N. C. Tech
Guide Std. 633)
Applying the above amount of waste is a big job. You should plan time and have
appropriate equipment to apply the waste in a timely manner.
The following acreage will be needed for waste application based on the crop to be grown
and surface application:
Table 1: ACRES OWNED BY PRODUCER
Tract Field Soil Crop Lbs. N Acres Lbs. N Month of
# No. Type Per Ac. * Utilized Application
Total I / l n LaI;zi-6
* This N is from animal waste only. If nutrients from othersources such as commercial
fertiliser are applied, they must be accounted for. N must be hared on realisticield
ems.
NOTE.- The applicator is cautioned that P and K maybe over applied while meeting the N
requireatents. Beginning in 1996 the Coastal Zone Management Act will require farmers in
some eastern counties ofNorth Carolina to have a nutrient management plan that addresses
all nutrients. This plan only addresses Nitrogen.

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JMU L.
Table 2: ACRES WITH AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent landowner must be attached)
(Required only if operator does not own
adequate land [see Required Specification 2])
Tract Field Soil Crop Lbs. N Acres Lbs. N Month of
* See footnote for Table 1.
Per Ac. Uffied
Totals from above Tables
Acres Lbs. N
Utilized
Table I
Table 2
Total
Amount of
Surplus or D(
Produced
ficit
3-4 16
3.3, 6=
NOTE: The Waste Utilization Plan must contain provisions for periodic land
application of sludge at agronomic rates. The sludge will be nutrient rich and will
require precautionary measures to prevent over application of nutrients or other
elements. I
0j

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See attached map showing the fields to be used for the utilization 'of waste water.
Application of Waste by Irrigation
Field' Soil Type Crop Application Application
No. Rate (In/Hr) Amount (In.)
A)c A
ZT,, H SG AL
LA ,%-)
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THIS TABLE IS NOT NEEDED IF WASTE IS NOT BEING APPLIED BY IRRIGATION, HOWEVER A SIMILAR TABLE W1I.L
BE ICED FOR DRY LITTER OR SLURRY.
Your facility is designed for I So days of temporary storage and the temporary storage
must be removed on the average of once every __,�,_MONTHS. In no instance should
the volume of waste being stored in your structure exceed Elevation Se.e f s..,ca,
Call the local Natural Resources Conservation Service (formerly Soil Conservation
Service) or Soil and Water Conservation District office after you receive the waste
analysis report for assistance in determining the amount per acre to apply and the proper
application rate prior to applying the waste.
Narrative of operation: r',r � je'r► g ! ���►,',.g CArIQ 4^-,'��� n�I,,--.
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4

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REQUIlZED 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 `NVeather 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.
S. Animal 'waste shall not be applied to saturated soils, during rainfall events, or when the
surface is frozen.

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REQUIRED SPECIFICATIONS
(continued)
9. Animal waste shall be applied on actively growing crops in such a manner that the
crop is not covered with waste to a depth that would inhibit growth. The potential for
salt damage from animal waste should also be considered.
10. Waste nutrients shall not be applied in fall or winter for spring planted crops on soils
with a high potential for leaching. Waste nutrient loading rates on these soils should
be held to a minimum and a suitable winter cover crop planted to take up released
nutrients. Waste shall not be applied more than 30 days prior to planting of the crop
or forages brealdng 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 shalll 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
wetlands provided they have been approved as a land application site by a "technical
specialist". Animal waste shall not be applied on grassed waterways that discharge
directly into water courses, and on other grassed waterways, waste shall be applied at
agronomic rates in a manner that causes no runoff or drift from the site.
16. Domestic and industrial waste from washdown facilities, showers, toilets, sinks, etc.,
shall not be discharged into the animal waste management system

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REQUIRED SPECIFICATIONS
(continued)
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 father applications of
animal waste during the crop season.
21. I3ighly 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 69 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. Zme 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.

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WASTE UTILIZATION PLAN AGREEMENT
Name of Farm:_ _ s� ,-� 411'1sa„kS _J,_ - -=
Owner/Manager Agreement
I (we) understand and will follow and implement the specification and the operation and
maintenance procedures established in the approved animal waste utilization plan for the
farm named above. I (we) know that any expansion to the existing design capacity of the
waste treatment and storage system or construction of new fachities will require anew
certification to be submitted to the Division of Environment Management (DE?A) before
the new animals are stocked. I (we) also understand that there must be no discharge of
animal. waste from this system to surface wasters of the state from a storm event less
severe than the 25-year, 24-hour storm The approved plan will be filed on -site at the
farm office and at the office of the local Soil and Water Conservation District and wdl be
available for review by DEM upon request.
Name of Facility Owner:': S '�
(Please print)
Signature: Date:
Name of Manager(If different from owner) -
Signature:
Date:
Name of Technical Specialist: (Please print) Gory
Affiliation: M 0<r-,M S
Address (Agency): ,r 7 ; "-,-Of
Signature: � � _ Date: l

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ANIlVIAL,_WASTE !MLIZATION AGREEMENT_
(Needed only ifadditional land has to be leased, etc.)
I, hereby give permission to
apply animal waste from his Waste Utilization System on acres of my land for
the duration of time shown below.
I understand that this waste contains nitrogen, phosphorous, potassium, and other trace
elements and when properly applied should not harm my'land or crops. I also understand
that the use of waste will reduce my need for commercial fertilizer.
. Adjacent Landowner: Date:
Waste Producer:
Technical Representative:
SWCD Representative:
Date:
Date:
Date:
Term of Agreement: , 19 to , 20
(Minimum of Ten Years on Cost Shared Items)
(See Required Specification No. 2.)

l f ►
Table 1: ACRES OWNED BY PRODUCER
Tract Field Soil Crop Lbs. N Acres Lbs. N Month of
10

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

OPERATION & MAINTENANCE PLAN
Proper lagoon management should be a year-round priority. It is especially important to manage
levels so that you do not have problems during extended rainy and wet periods.
Maximum storage capacity should be available in the lagoon for periods when the receiving crop is
dormant (such as wintertime for bermudagrass) or when there are extended rainy spells such as a
thunderstorm season in the summertime. This means that at the first sign of plant growth in the
later winter 1 early spring, irrigation according to a farm waste management plan should be done
whenever the land in dry enough to receive lagoon liquid. This will make storage space available in
the lagoon for future wet periods. In the late summer 1 early fall the lagoon should be pumped down
to the low marker (see Figure 2-1) to allow for winter storage. Every effort should be made to
maintain the lagoon close to the minimum liquid level as long as the weather and waste utilization
plan will allow it.
Waiting until the lagoon has reached its maximum storage capacity before starting to irrigated does
not leave room for storing excess water during extended wet periods. Overflow from the lagoon for
any reason except a 25-year, 24-hour storm is a violation of state law and subject to penalty action.
The routine maintenance of a lagoon involves the following:
Maintenance of a vegetative cover for the dam. Fescue or common bermudagrass
are the most common vegetative covers. The vegetation should be fertilized each
year, if needed, to maintain a vigorous stand. The amount of fertilized applied should
be based on a soils test, but in the event that It is not practical to obtain a soils test
each year, the lagoon embankment and surrounding areas should be fertilized with
800 pounds per acre of 10-10-10, or equivalent.
Brush and trees on the embankment must be controlled. This may be done by
mowing, spraying, grazing, chopping, or a combination of these practices. This
should be done at least once a year and possibly twice in years that weather
conditions are favorable for heavy vegetative growth.
NOTE: If vegetation is controlled by spraying, the herbicide must not be allowed to enter the lagoon
water. Such chemicals could harm the bacteria in the lagoon that are treating the waste.
Maintenance inspections of the entire lagoon should be made during the initial filling of the lagoon
and at least monthly and after major rainfall and storm events. Items to be checked should include,
as a minimum, the following:
Waste Inlet Pipes, Recycling Pipes, and Overflow Pipes -- look for:
1. separation of joints
2. cracks or breaks
3. accumulation of salts or minerals
4. overall condition of pipes

Lagoon surface -- look for:
1. undesirable vegetative growth
2. floating or lodged debris
Embankment -- look for:
1. settlement, cracking, or "jug" holes
2. side slope stability -- slumps or bulges
3. wet or damp areas on the back slope
4. erosion due to lack or vegetation or as a result of wave action
5. rodent damage
Larger lagoons may be subject to liner damage due to wave action caused by strong
winds. These waves can erode the lagoon sidewalls, thereby weakening the lagoon dam.
A good stand of vegetation will reduce the potential damage caused by wave action. If
wave action causes serious damage to a lagoon sidewall, baffles in the lagoon may be
used to reduce the wave impacts.
Any of these features could lead to erosion and weakening of the dam. If your lagoon has
any of these features, you should call an appropriate expert familiar with design and
construction of waste lagoons. You may need to provide a temporary fix if there is a
threat of a waste discharge. However, a permanent solution should be reviewed by the
technical expert. Any digging into a lagoon dam with heavy equipment is a serious
undertaking with potentially serious consequences and should not be conducted unless
recommended by an appropriate technical expert.
Transfer Pumps -- check for proper operation of:
1. recycling pumps
2. irrigation pumps
Check for leaks, loose fittings, and overall pump operation. An unusually loud or grinding
noise, or a large amount of vibration, may indicate that the pump is in need of repair or
replacement.
NOTE: Pumping systems should be inspected and operated frequently enough so that
you are not completely "surprised" by equipment failure. You should perform your
pumping system maintenance at a time when your lagoon is at its low level. This will
allow some safety time should major repairs be required. Having a nearly full lagoon is
not the time to think about switching, repairing, or'borrowing pumps. Probably, if your
lagoon is full, your neighbor's lagoon is full also. You should consider maintaining an
inventory of spare parts or pumps.
Surface water diversion features are designed to carry all surface drainage
waters (such as rainfall runoff, roof drainage, gutter outlets, and parking lot
runoff) away from your lagoon and other waste treatment or storage
structures. The only water that should be coming from your lagoon is that
which comes from your flushing (washing) system pipes and the rainfall that
hits the lagoon directly. You should inspect your diversion system for the
following:
1. adequate vegetation
2. diversion capacity
3. ridge berm height

Identified problems should be corrected promptly. It is advisable to inspect your system
during or immediately following a heavy rain. If technical assistance is needed to
determine proper solutions, consult with appropriate experts.
You should record the level of the lagoon just prior to when rain is predicted, and then
record the level again 4 to 6 hours after the rain (assumes there is no pumping). This will
give you an idea of how much your lagoon level will rise with a certain rainfall amount
(you must also be recording your rainfall for this to work). Knowing this should help in
planning irrigation applications and storage. If your lagoon rises excessively, you may
have an overflow problem from a surface water diversion or there may be seepage into
the lagoon from the surrounding land.
Lagoon Operation
Startup:
1. Immediately after construction establish a complete sod cover on bare soil
surfaces to avoid erosion.
2. Fill new lagoon design treatment volume at least half full of water before waste
loading begins, taking care not to erode lining or bank slopes.
3. Drainpipes into the lagoon should have a flexible pipe extender on the end of the
pipe to discharge near the bottom of the lagoon during initial filling or another
means of slowing the incoming water to avoid erosion of the lining.
4. When possible, begin loading new lagoons in the spring to maximize bacterial
establishment (due to warmer weather).
5. It is recommended that a new lagoon be seeded with sludge from a healthy
working swine lagoon in the amount of 0.25 percent of the full lagoon liquid
volume. This seeding should occur at least two weeks prior to the addition of
wastewater.
6. Maintain a periodic check on the lagoon liquid pH. If the pH falls below 7.0, add
agricultural lime at the rate of 1 pound per 1000 cubic feet of lagoon liquid volume
until the pH rises above 7.0. Optimum lagoon liquid pH is between 7.5 and 8.0.
7. A dark color, lack of bubbling, and excessive odor signals inadequate biological
activity. Consultation with a technical specialist is recommended if these
conditions occur for prolonged periods, especially during the warm season.
Loading:
The more frequently and regularly that wastewater is added to a lagoon, the better the
lagoon will function. Flush systems that wash waste into the lagoon several times daily
are optimum for treatment. Pit recharge systems, in which one or more buildings are
drained and recharged each day, also work well.
• Practice water conservation --- minimize building water usage and spillage from
leaking waterers, broken pipes and washdown through proper maintenance and water
conservation.

• Minimize feed wastage and spillage by keeping feeders adjusted. This will reduce the
amount of solids entering the lagoon.
Management:
• Maintain lagoon liquid level between -the permanent storage level and the full
temporary storage level.
• Place visible markers or stakes on the lagoon bank to show the minimum liquid level
and the maximum liquid level. (Figure 2-1).
• Start irrigating at the earliest possible date in the spring based on nutrient
requirements and soil moisture so that temporary storage will be maximized for the
summer thunderstorm season. Similarly, irrigate in the late summer / early fall to
provide maximum lagoon storage for the winter.
• The lagoon liquid level should never be closer than 1 foot to the lowest point of the
dam or embankment.
• Don not pump the lagoon liquid level lower than the permanent storage level unless
you are removing sludge.
• Locate float pump intakes approximately 18 inches underneath the liquid surface and
as far away from the drainpipe inlets as possible.
• Prevent additions of bedding materials, long-stemmed forage or vegetation, molded
feed, plastic syringes, or other foreign materials into the lagoon.
• Frequently remove solids from catch basins at end of confinement houses or
wherever they are installed.
• Maintain strict vegetation, rodent, and varmint control near lagoon edges.
• Do not allow trees or large bushes to grow on lagoon dam or embankment.
• Remove sludge from the lagoon either when the sludge storage capacity is full or
before it fills 50 percent of the permanent storage volume.
• If animal production is to be terminated, the owner is rbsponsible for obtaining and
implementing a closure plan to eliminate the possibility of a pollutant discharge.
Sludge Removal:
Rate of lagoon sludge buildup can be reduced by:
• proper lagoon sizing,
• mechanical solids separation of flushed waste,
• gravity settling of flushed waste solids in an appropriately designed basin, or
• minimizing feed wastage and spillage.
5

Lagoon sludge that is removed annually rather than stored long term will:
• have more nutrients,
• have more odor, and
• require more land to properly use the nutrients.
Removal techniques:
• Hire a custom applicator.
• Mix the sludge and lagoon liquid with a chopper - agitator impeller pump through large -
bore sprinkler irrigation system onto nearby cropland; and soil incorporate.
• Dewater the upper part of lagoon by irrigation onto nearby cropland or forageland; mix
remaining sludge; pump into liquid sludge applicator; haul and spread onto cropland or
forageland; and soil incorporate.
• Dewater the upper part of lagoon by irrigation onto nearby cropland or forageland;
dredge sludge from lagoon with dragline or sludge barge; berm an area beside lagoon
to receive the sludge so that liquids can drain back into lagoon; allow sludge to
dewater; haul and spread with manure spreader onto cropland or forageland; and soil
incorporate.
Regardless of the method, you must have the sludge material analyzed for waste
constituents just as you would your lagoon water. The sludge will contain different
nutrient and metal values from the liquid, The application of the sludge to fields will be
limited by these nutrients as well as any previous waste applications to that field and crop
requirement. Waste application rates will be discussed in detail in Chapter 3.
When removing sludge, you must also pay attention to the liner to prevent damage.
Close attention by the pumper or drag -line operator will ensure that the lagoon liner
remains intact. If you see soil material or the synthetic liner material being disturbed, you
should stop the activity immediately and not resume until you are sure that the sludge can
be removed without liner Injury. If the liner is damaged it must be repaired as soon as
possible.
Sludge removed from the lagoon has a much higher phosphorus and heavy metal content
than liquid. Because of this it should probably be applied to land with low phosphorus and
metal levels, as indicated by a soil test, and incorporated to reduce the chance of erosion.
Note that if the sludge is applied to fields with very high soil -test phosphors, it should be
applied only at rates equal to the crop removal of phosphorus. As with other wastes,
always have your lagoon sludge analyzed for its nutrient value.
The application of sludge will increase the amount of odor at the waste application site.
Extra precaution should be used to observe the wind direction and other conditions which
could increase the concern of neighbors.
6'

Possible Causes of Lagoon Failure
Lagoon failures result in the unplanned discharge of wastewater from the structure.
Types of failures include leakage through the bottom or sides, overtopping, and breach of
the dam. Assuming proper design and construction, the owner has the responsibility for
ensuring structure safety. Items which may lead to lagoon failures include:
• Modification of the lagoon structure -- an example is the placement of a pipe in the dam
without proper design and construction. (Consult an expert in lagoon design before
placing any pipes in dams.)
• Lagoon liquid levels -- high levels are a safety risk.
• Failure to inspect and maintain the dam.
• Excess surface water flowing into the lagoon.
• Liner integrity -- protect from inlet pipe scouring, damage during sludge removal, or
rupture from lowering lagoon liquid level below groundwater table.
NOTE: If lagoon water is allowed to overtop the dam, the moving water will soon cause
gullies to form in the dam. Once this damage starts, it can quickly cause a large
discharge of wastewater and possible dam failure.

EMERGENCY ACTION PLAN
_;I MW Eel 1:I21111111,►14 W.&I
DIVISION OF WATER QUALITY (DWQ) (910) 486 - 1541
EMERGENCY MANAGEMENT SERVICES (EMS) (910) 483 - 3903
SOIL AND WATER CONSERVATION DISTRICT (SWCD) (910) 484 - 8939
NATURAL RESOURCES CONSERVATION SERVICE (NRCS) (9101484 - 8939
COOPERATIVE EXTENSION SERVICE (CES) (910) 484 - 7156
This plan will be implemented in the event that wastes from your operation are leaking,
overflowing or running off site. You should not wait until wastes reach surface waters or
leave your property to consider that you have a problem. You should make every effort to
ensure that this does not happen. This plan should be posted in an accessible location
for all employees at the facility. The following are some action items you should take.
1. Stop the release of wastes. Depending on the situation, this may or may not be possible. Suggested
responses to some possible problems are listed below.
A. Lagoon overflow - possible solutions are:
a) Add soil to berm to Increase elevation of dam.
b) Pump wastes to fields at an acceptable rate.
c) Stop all flow to the lagoon Immediately.
d) Call a pumping contractor.
e) Make sure no surface water Is entering lagoon.
B. Runoff from waste application field -actions include:
a) Immediately stop waste application.
b) Create a temporary diversion to contain waste.
c) Incorporate waste to reduce runoff.
d) Evaluate and eliminate the reason(s) that cause the runoff.
e) Evaluate the application rates for the fields where runoff occurred.
C. Leakage from the waste pipes and sprinklers - action Include:
a) Stop recycle pump.
b) Stop Irrigation pump.
c) Close valves to eliminate further discharge.
d) Repair all leaks prior to restarting pumps.
D. Leakage from flush systems, houses, solid separators - action include:
a) Stop recycle pump.
b) Stop Irrigation pump.
c) Make sure siphon occurs.
d) Stop all flow In the house, flush systems, or solid separators.
E. Leakage from base or sidewall of lagoon. Often this is seepage as opposed to flowing leaks -
possible action:
a) Dig a small sump or ditch from the embankment to catch all seepage, put In a submersible
pump, and pump back to lagoon.
b) If holes are caused by burrowing animals, trap or remove animals and fill holes and
compact with a clay type soil.
c) Have a professional evaluate the condition of the side walls and the lagoon bottom as soon
as possible.
2. Assess the extent of the spill and note any obvious damages.

2. Assess the extent of the spill and note any obvious damages.
a. Did the waste reach surface waters?
b. Approximately how much was released and for what duration?
c. Any damage notes, such as employee injury, fish kills, or property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
f. Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger (either on or off the property)?
h. How much reached surface waters?
3. Contact appropriate agencies.
a. During normal business hours call your DWQ regional office; Phone #, After hours,
emergency number: [phone]. Your phone call should include: your name,
facility number, telephone number, the details of the incident from item 2 above, the
exact location of the facility, the location or direction of movement of the spill, weather
and wind conditions. The corrective measures that have been under taken, and the
seriousness of the situation.
b. If the spill leaves property or enters surface waters, call local EMS phone number.
c. Instruct EMS to contact local Health Department.
d. Contact CE's phone number, local SWCD office phone number and the local NRCS
office for advice 1 technical assistance phone number.
4. If none of the above works call 911 or the Sheriffs Department and explain your problem to
them and ask the person to contact the proper agencies for you.
5. Contact the contractor of your choice to begin repair or problem to minimize offsite damage.
a. Contractors Name: Murphv Family Farms
b. Contractors Address: P.O. Box 759, Rose Hill, NC 28458
c . Contractors Phone: [phone]
6. Contact the technical specialist who certified the lagoon (NRCS, Consulting Engineer, etc.)
a. Name: Kraig Westerbeek
b. Phone: (910) 289 - 2111
7. Implement procedures as advised by DWQ and technical assistance agencies to rectify the
damage, repair the system, and reassess the waste management plan to keep problems
with release of wastes from happening again.
9

INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS
Source Cause BMP's to Minimize Odor Site Specific Practices
(Liquid Systems)
Flush Cutters Accumulation of solids (✓) Flush system Is designed and operated
sufficiently to remove accumulated
solids From gutters as designed.
() Remove bridging of accumulated solids at
discharge
Lagoons and Pits Crusted Solids {✓) Maintain lagoons, settling basins and
pits where pest breeding is apparent to
minimize the crusting of solids to a depth
of no more than 6-8 Inches over more than
30% of surface.
Excessive Decaying vegetation (✓)Malntain vegetative control along banks of
Vegetative Growth lagoons and other Impoundment's to prevent
accumulation of decaying vegetative matter
along waters edge on impoundment's perimeter.
(Dry Systems)
Feeders Feed Spillage () Design, operate and maintain feed systems (e.g..
bunkers and troughs) to minimize the accumulation
of decaying wastage.
O Clean up spillage on a routine basis (e.g, 7-10 day
Interval during summer; 15-30 day Interval during winter).
Feed Storage Accumulation of feed {) Reduce moisture accumulation within and around
residues immediate perimeter of feed storage areas by
Insuring drainage away from site and/or providing
adequate containment (e.g., covered bin for
brewer's grain and similar high moisture grain
products).
() Inspect for and remove or break up accumulated
solids In filter strips around feed storage as needed.
Animal Holding Accumulation of animal O Eliminate low area that trap moisture along fences
Areas wastes and feed wastage and other locations 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).
MIC -- November 11, 1996
10

IL
Dry Manure Handling Accumulations of anima! O Remove spillage on a routine basis (e.g, 7-10 day
Systems wastes Interval during summer; 15-30 days interval during
winter) where manure Is loaded for land application
or disposal,
O 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.
The issues checked ( ) pertain to this operation. The landowner 1 integrator agrees to use
sound judgment in applying insect control measures as practical,
I certify the aforementioned insect control Best Management Practices have been
reviewed with me.
(Landowner Signature)
For more information contact the Cooperative Extension Service, Department of Entomology, Box
7613, North Carolina State University, Raleigh, NC 27695-7613.
AMIC -- November 11, 1996

SWINE FARM WASTE MANAGEMENT ODOR CONTROL CHECKLIST
Source Cause BMP's to Minimize Odor Site Specific Practices
Farmstead Swine production (✓)Vegetallve or wooded buffers:
(,,')Recommended best management
practices;
(v)Good Judgment and common sense
Animal body Dirty manure ( )Dry floors
surfaces covered animals
Floor surfaces
Wet manure -covered
(✓)Slotted floors;
floors
(,')Waterers located over slotted floors;
(V)Feeders at high end of solid floors;
(V)Scrape manure buildup from floors;
( )Underfloor ventilation for drying
Manure collection
Urine
(,')Frequent manure removal by flush, pit
pits
recharge or scrape
Partial microbial
{ )Underfloor ventilation
decomposition
Ventilation
Volatile gases
(V)Fan maintenance;
exhaust fans
Dust
(✓)Efficlent air movement
Indoor surfaces
Dust
(✓)Washdown between groups of animals
( )Feed additives;
( )Feeder covers;
( )Feed delivery downspout extenders to
feeder covers
Flush Tanks Agitation of recycled ( )Flush tank covers
lagoon liquid while tanks ( )Extend fill lines to near bottom of tanks
are filling with antl-siphon vents
Flush alleys Agitation during waste ( )Underfloor flush with underfloor
water conveyance ventilation
Pit recharge Agitation of recycled ( )Extend recharge lines to near bottom of
points lagoon liquid while plts pits with anti-slphon vents
are filling
Lift stations
Agitation during sump
( )Sump tank covers
tank filling and drawdown
Outside drain
Agitation during waste
( )Box Covers
collection or
water conveyance
junction boxes
End of drain
Agitation during waste
( )Extend discharge point of pipes
pipes at lagoon
water
underneath lagoon liquid level
Lagoon surfaces
Volatile gas emissions
(-")Proper lagoon liquid capacity
Biological mixing
(V)Correct lagoon startup procedures
Agitation
( )Minimum surface area -to -volume ratio
(,')Minimum agitation when pumping
( )Mechanical aeration
( )Proven biological additives
Irrigation sprinkler
High pressure agitation
(✓)Irrigate on dry days with little or no wind
nozzles
Wind draft
(✓)Minimum recommended operation pressure
(✓)Pump intake near lagoon liquid surface
( )Pump from second -stage lagoon
AMOC -- November 11, 1996
12

Storage tank or Partial microbial ( )Bottom or midlevel loading
basin surface decomposition Mixing while ( )Tank covers
filling Agitation when emptying( )Basin surface mats of solids
( )Proven biological additives or oxidants
Settling basin Partial microbial decom- ( )Extend drainpipe outlets underneath liquid
surface position Mixing while filling level
Agitation when emptying ( )Remove settled solids regularly
Manure, slurry or Agitation when spreading ( )Sail Injection of slurry/sludges
sludge spreader Volatile gas emissions ( )Wash residual manure from spreader after use
outlets { )Proven biological additives or oxidants
Dead animals Carcass decomposition ( )Proper disposition of carcasses
Dead animal Carcass decomposition ( )Complete covering of carcasses In burial pits
disposal pits ( )Proper location 1 construction of disposal pits
Incinerators Incomplete combustion ( )Secondary stack bumers
Standing water improper drainage (v)Farm access road maintenance
around facilities Microbial decomposition of away from facilities
organic matter
Manure tracked Poorly maintained access (✓)Farm access road maintenance
onto public roads roads
from farm access
Additional Information: Available From:
Swine Manure Management 0200 Rule / 8MP Packet NCSU-County Extension Center
Swine Production Farm Potential Odor Sources and Remedies, EBAE Fact Sheet NCSU-BAE
Swine Production Facility Manure Managemenl:Pit Recharge —Lagoon Treatment:EBAE128-88NCSU-BAE
Swine Production Facility Manure Management; Underfloor Fluse-Lagoon Treatment 129-88NCSU-SAE
Lagoon Design and Management for Livestock Manure Treatment and Storage; EBAE103-83NCSU-BAE
Calibration of Manure and Wastewater Applicatlon Equipment EBAE Fact Sheet NCSU-BAE
Controlling Odors from Swine Buildings; PIH-33 NCSU-Swlne Extension
Environmental Assurance Program: NPPC Manual NC Pork Producers Assoc
Options for Managing Odor, a report from the Swine Odor Task Force NCSU Agri Communication
Nuisance Concerns in Animal Manure Management: Odors and Flies; PR0101, Florida Cooperative Extension
1995 Conference Proceedings
The issues checked ( ) pertain to this operation. The landowner 1 integrator agrees to
use sound judgment in applying odor control measures as practical.
I certify the aforementioned odor control Best Management Practices have been reviewed
with me.
(Landowner Signature)
13

MORTALITY MANAGEMENT METHODS
(Check which method(s) are being implemented)
( } Burial three feet beneath the surface of the ground within 24 hours after
knowledge of the death. The burial will be at least 300 feet from any flowing
stream or public body of water.
(✓ ) Rendering at a rendering plant licensed under G. S. 106 - 168.7
( ) Complete incineration
{ ) In the case of dead poultry only, placing in a disposal pit of a size and design
approved by the Department of Agriculture.
{ } Any method which in the professional opinion of the State Veterinarian would
make possible the salvage of part of a dead animal's value without endangering
human or animal health. (Written approval of the State Veterinarian must be
attached)
14

Landowner/Operator Name:
Address:
Telephone:
TABLE I - Field Specifications
E)QIIBIT D-1
t _
IRRIGATION SYSTEA4 DESIGN PARAMETERS
County: TC,n+nc��
1E� Erw r 4-j 5 /
Fose6�� r c3r /1/C � d3?, Date: L 1 - - 9l0
«10�5=, r - Lrsya
Fleldl
Number
Approximate
Maximum
Useable Size
orFleld2
(acrcx)
Slope
Soll Type (*A) Crop(s)
Maximum
Application
R.te3
(Ir,/l,r)
Maximum,
Application
per Ird Callon
C'Ycic3
(tr,ches)
Conu,icnts
T51(o5 F3
10
A AA JA6 C3ef rnu AD, o)
rGte C'r' „ros L' I -J . •, 4 S� i � _ e
.
e_ %fj
•
4� , ��o���nTi
5 L- „A sv" e---
IS" atiached snap.
2Total field acreage minus required buffer areas.
3Refer to N. C. Irrigation Guide, Field Office Teclu►ical Guide, Section If G. Azuival application must not exceed the agronomic rates for the soil acid crop used.
MRCS, NC
TUNE, 1996

EXHINT D•2
TABLE 2 - Traveling Irrigation Gun Settings
Make, Model and Type of Equipment:
EQUIPMENT SETTINGS
Field Not Travel Application TRAVEL LANE Wctled Nozzle Operating, Operating
and Speed Rate Ef wive Effective Diameter Diameter Pressure Pressure Arc
Hydranl Not (11/min) (inlhr) Width (n) Lenglh (11) (feel) (inches) Gun (psi) Reel (psi) Pattern3 Comma" s
ISce Attached Inap.
2Show separate entries for each hydrant location in each field.
3Use the following abbreviations for various arc patterns: F (full circle), TQ (three quarters), TT (two thirds), H (half circle), T (one third), Q (one quarter).
May also use degrees of arc.
MRCS, NC
JL1NH, 1996

KA ®1T D-3
TABLE 3 - Solid Set Irrigation Guxx Settings
Make, Model and Type of Equipment: ,
� Se n:„ der �oaJr SPr,..��1e.-
1.
Field Nol
and Number of
Line Not Hydrants
Wetted
Diameter
(feet)
Hydrant Spacing (ft)
Along Detwcen
Pipeline Pi felines
Application
Rate
(in/hr)
OPERATING PARAMETERS
Nozzle Operating Operating
Diameter Pressure Time
inches r Gun (sl) 9 H Brant hr
Comments
5_o
I
r d
Q
,, I1C
y
_90 -
�.("
;Cvcf,
1
CoVf r�"'`�i
'j
N I Q,
I ag
/rV�
`i1�J
SO
.t9
la
l�,�tD
1
f 3 3
4 D
Uri
/L4
t ,» e,r-re.4
e c4 vere
x
1See attached map.
'2Show separate entries for each pipeline with hydrants in each Geld.
NRCS, NC
NNE, 1996
Sly

TABLE 4 - Irrigation System Specifications
Traveling
Irrigation Guti
Solid Set
Irrigation
Flow Rute of Sprinkler (6Pm)
perating Pressure at Pump (psi)
Design Precipitation Ralc (in/hr)
1
Hose Length (feet)
XXXXXXXX
Type of Speed Compensation
XXXXXXXX
Pump Type (PTO, Engine, Electric)
—lec fr,G
Pump Power Requirement (lip)
—7,Q V-, _'Q k w''4
TABLES - Thrust Block Specificationsl
Desinr,er mnv nrovitte thrust Wadi detals on senflrate sheet_
6e `^.Sej
LOCATION
THRUST BLOCK
AREA (s , ft.)
900 Bend
Dead End ''
Tee
'See USDA -MRCS Field Of lice Tectmical Guide, Section IV, Practice Code 430-131).
EXHIBIT DA
MRCS, NC
RUNE, 1996

EXI-IMFT D-S
IRRIGATION SYSTEM DESIGNER
Name: � 3ejc
Company: v-011r.,,%� -1 P-r?. r
Address: Er-) Elm - �9
Phone: t 1 t-
REQUIRED DOCUMENTATION
The following details of design and materials must accompany all irrigation designs:
1. A scale drawing of the proposed irrigation system which includes hydrant locations, travel lanes, pipeline routes, tluvst block locations and buffer areas where applicable.
.2. Assumptions and computations for determining total dynamic head and horsepower requirements.
3. Computations used to determine all mainline and lateral pipe sizes.
4. Sources and/or calculations used for determining application rates.
S. Computations used to determine the size of thrust blocks and illustrations of all thrust block configurations required in the system.
6. Manufacturer's specifications for the irrigation pump, traveler and sprinkler(s).
7. Manufacturer's specifications for the irrigation pipe and/or USDA-N'RCS standard for Irrigation Witter Conveyance,
N.C. Field Office Technical Guide, Section IV, Practice Code 430-DD.
8. The information required by this form are the minimum requirements. It is the responsibility of the designer to consider all relevant factors at a particular site and address them as
appropriate.
9. Irrigation pipes should not be installed in lagoon or storage pond embankments without the approval of the designer.
NOTE: A buffer strip �O feet wide or wider must be maintained between the limits of the irrigation system and all perennial '
streams and surface waters per NC Statutes.
4
NRCS, NC
R NE, 1996

EXHI]BfT D-6
Narrative of Irrigation System Operation
Describe the operation of the system in the space provided below or on a similar sheet most convenient to the disigner/supplier.
Include procedures such as start-up, shut -down, winterization and regular maintenance of all equipment,
�A-1 4
EC7,
7).
V()
4
al-
'2
ol�C 0,.—lam
.To -e
`Q
l•_!Lb^:.-�--._v
`.`.ti _� _r. .u.f-
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NRCS, NC
JUNE, 1996

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BEHA At; L = T r u M rr 0
TYPE "B" RATING CURVES
MOTOR DRIVE
CURVE 4075
DATE 1-2-86
PAGE 1.02
SUPERSEDES
All previously issued
4075 Curves
C Matertso C-1. Part. No. LO 10 18 macti. No. LO 10 18 Nominal R.P.M. 3600
Mdt@IUI C-1- PcLm.. S07367 mocxN&S07367 Dw.(ij Full Based on Fresh Water 0 80* F.
Maximum Working Pressure: 150 PSI
20C
ru
It 175
75
so
25
CAPACrrY IN U.S, GALLONS PER MINUTE
11 TPL
03s a.ved-- T-3207 S.Pt—de. C-5035 D-tod 3-1-72 Dot. 7-30-85 MODEL 13
L-5 72
30
20
10
0
cAst: Mworul C.I. Paii.Nc. L01018 mftftk.. L01018 Nominal m,p,m,. 36DO
Imp4nof. Mourial C.I. P.tL No. M07298 (7/81U)mfth.No. See below bu. 6-9/16" Based on Fresh Water 0 8D' F.
S32401 (I U) Maximum Working Pr=ure: 150 PSI
.... ....... 30
...... ...... .. ... ....
. ...... .. . ..... ..... .... ...
..... .......... ............ ............ —
N ........... . ...... .... ...
-JUIP
A zu
UP
225 10
7 .. ...... ... M07638 534238 i,
% 5% -70
1�07298 S)N0j P�q/rs! no-14
, , — - . . : ILL V3
2001 —10 L
7. S%
74%
f
...... ...... ..............
OE 7 HP) EE L '70 9A,
jh5
ILI 150 %
......... ... . ...... .
u I5J- Dial '6 1-10)I. 0%
. . . ........... . ...... .......... .........
z
t
.................. ... . .... ............... .. . .. .... .... ..........
100;,
75i
r...... ....... . ..... ........... .......... ......... . ........... ...... .............................. .......
lei
50� .......... ......... ....... ........ ..... ........ ... . ........... . ........ . ...... .. .. .......
25 ... . ... . ..... . ....
. ..... ....
j— . .... .......... ................
0 so 100 150 200 250,
CAPACITY IN U.S, GALLONS PER MINUTE
�Aau T-3957, -1. -2 C-Badg on.a 12-7-83 7-30-85 Mom R I/qT P M

The 70 Series full -circle impacts distribute
water over a large diameter on:higher.,...,
volume systems.„�;
• Outwear:less
than:brrs
Desfgne. :"an' f Ii uV
Y tes rani. o m
7025 R D-1-111 M
• 250 trajectory angle for
maximum throw
• Single nozzle design
minimizes clogging
Nozzle Pressure (psi)
7025RD•1-1" M
35
40
45 50 55
60
65
70
75
80
S14 Nozzle (7132")
Now (gpm)
8.34
8.91
9.45 9.97 10.5
10.9
11.4
11 A
Spkr, Base Press.
(psi)
35.8
40.9
45.9 51.0 56.0
61.0
66.1
71.2
Diam. at 1.5' Ht.
106
110
115 120 124
129
132
135
Diam. at 6' HI.
114
120
125 130 135
138
142
145
p16 Nozzle (1A")
Flow (gpm)
10.8
11.6
12.3 13.0 13.6
14,2
14.8
15.3
15.9
16.4
Spkr. Base Press -_(psi)_36.0_
41.2
46.2 51.4 56.4
61.5
66.6
71.8
76.8
81.9
Diam. at 1 5' 1­11.
114
116
123 12B 133
Q7
141
144
147
150
Diam. at 6' HI.
122
130
135 140 145
148
150
153
156
159
#ia Nozzle 8!i 3n
Flow (gpnij
13.6
14.6
15.5 16.3 17.1
17.6
18.6
19.3
200
20.6
Spkr, Base Press.
(psi)
36.4
41,6_
46.E 51.9 57.0
62.2
67.3
72.4
-7.5
82.6
Diam. at 15 H1.
122
125
131 135 140
145
148
151
155
158
Diam at 6' Ht.
129
136
141 145 ISO
153
156
159
162
164
#20 Nozzle (5/16")
Flow (9Pn1)
16.6
17.9
19.0 20.0 21.0
22.0
22.9
23.7
24.5
25.3
Spkr. Base Press.(psi)
37.0
42.2
47,4 52.5 57.7
62.8
68.2
73.3
78.5
63.7
Diam. at 1 5' Ht
126
131
137 141 146
150
154
157
161
163
Diam, at 6' Ht
132
139
145 149 154
158
161
t64
167
170
k22 Nozzle (11132")
Flow (gpm,
20.2
21.6
229 24 1 25.3
26.4
27,5
28.5
1196
30.5
Spkr. Base Press
(psi)
37.6
43.0
48.2 53.4 58.7
64.0
69.2
74 4
79.6
85.0
Diam. at 15' HI
129
134
139 145 150
155
158
162
166
168
Diart1 at I;' Ht
135
142
t47 152 158
162
166
169
173
175
n24 Nozzle (318")
Flow (gsit-
23.8
25 4
265 284 29.8
31.1
32.4
33 6
34 fl
35.9
Spkr. © sa' I' Si (rsi)
30.4
437
49 p V. 4
65.2
70.5_
75.6
Nn 0_
86.6
Diam W I!'IIt
131
137
_59,8
143 14H I'M
150
163
1Rf
170
172-

i
•Dlaii-ioii l ASTM 0-2241
WS Pressure -Rated PVC Pipe
Approximate Coupler Dimensions
A
O.D.
C
Size
Gasket Race
Socket Depth
' 2
3.166
4.500
' 21A
3.719
6.000
3
4.434
6.000
4
5.603
5.000
6
8.252
6.250
8
)0.420
6.500
10
12.762
7.500
12
14,952
7.500
0.2241 Pipe Dimensions
Minimum Wall Thickness
0 1785
SOR 13 5 SOR 21
SOR 25
SOR 32 5
SOP
S.ie C 0
Sm.0
315 PS 700 PSI
160 PSI
125 PS1
100 PSI
v," .840
109
062
1A " 1.050
113
060
1 1.315
133
063
1 v+ " t.660
140
079
064
056
'll " 1 900
145
090
073
058
? 2 375
154
11?
091
073
2 87S
203
1371
110
088
;1 3 500
216
167
135
108
4 " 4.500
237
71e
173
130
11u
i " 5.563
258
265
214
171
136
G " 6.625
28O
316
255
204
16"
N " 0.625
322
410
332
265
71t;
;0 •'10,750
365
511
413
331
262
7 "12 750
406
606
490
392
311
1111ond's IPS PfCi.`illf(; Rated PVC Pile cowpi1•r
,lets the requirenlcnls of ASTM 0-3139
11r11f11n 1,u nv:nl:lfnllt.
Diamond
Gasket Specifications
1. Gasket configuration locks gasket in place and
prevents fishmouthing.
2. Chevron seal for added pressure sealing ca.
pacity.
3. Compression seal — provides a seal under
vacuum.
4. Wiper beads to clean spigot end.
Diamond ASTM D224 t
IPS Pressure -Rated PVC Pipe
Rieber Gasketed Joint Dimensions
13
i_ 04— 00 1
T :..
T h .��• —7
A i BELL 1 D. y L o o
Rit6u G�>I�el � v
Piro
A
0
D
Size
In,crr
Socket
Diaoicirr
2"
3
4 112
118
3
4
5 114
7r16
4
4 Ih
5 t12
Ili
6'
S
b
7 1 .3116
8"
5 112
6 718
10 1/8
IT.
5 314
7 1 /2
12 l /2
2..
1
6
8 1114
i4 1111(t
S11011 I'orrrl
specification for M:1111und
PVC 11'1-ihatioll 1 pt.
A41 M-1)2241•S1)IZ41,32.5,26,ur21 �}
lh:ln�ulld !'\'t`' Irrigallon 1'ipc s11;I11 h1• u1:1dr 1+1
c11r:,lnnlndti eunfnfill ing IO ASTM 1)I'i;:•I w1111 :1 .'
crlf (l:,ti,5111caliWI Ot 17.45413. I)1;111n+1ld PVC
t1,ll;ai,nn Pipe 11,USI n1ec1 u11 Ills dimew.1nn:11•
C1IVllu1::114 :1r1d pllysrc:ll rcc(uiMM-111s :1" I1Ir111r14•1l �a
III A';TN1 11?241. -Annr.a, AN51/ASA1- S311`, 1, 1".1
;II Id '+['S 'I M IA ;1116 u•111 11+• %twirl n-,1 rn 21) 1. ­1 ,tl
1:,11n1� le•np••Ih�, � j
t4Q lill'i lsfi{f• rt�:rs ?iTJj❑p��Jp]lesswr'.:;��

i
INSTALLATION
Diamond Agricultural PVC Pipe should be assembled and
installed with uniform and continuous support from a firm
base in accordance with the installation procedures provided
in ASTM D2321, and the Installation Guide jar PVC Water
Pipe (a "pocket -sized" edition is available from your
representative or from Diamond Plastics Corporation.)
Embedment materials are to be in accordance with soil
classifications listed under Unified Soil Classification
System, ASTM D2487.and ASTM D2488.
Te assemble, clean mating surfaces of the bell, spigot, and
gasket. Apply gasket lubricant (furnished by Diamond
Plastics Corporation) to the entire spigot end up to the
reference mark. Also, apply lubricant to the contact surface
of the gasket.
With the pipe in straight alignment, push the spigot into
the bell up to the insertion line. If a pry bar is used to
tlpply force, the pipe should be protected by placing a board
between the bar and the pipe.
If norrhal force does not complete (lie join(, disassemble the
joint and examine the parts to make ce,iian they are free of
obstructions. Visually inspect the completed joint to insure
the gasket has not been dislodged.
Table S.
APPROXIMATE GUIDE FOR ESTIMATED RANGE OF DEGREE
OF COMPACTION VERSUS EM13EDNIENT CLASS AND METHOD
OF PLACEMEtiT AS PERCENT OF STANDARD PROCTOR
DENSITY OR RELATIVE DESSITY'
FOR GRANULAR MATERIALS IN PARE.NT11iSIS"
CLASS OF EMBEDMENT I I r 11 1 111 IV
Table 4. Ur;CCRIrTION CIF I:h11IF:061o:NT MATERIAL CLAS.CIt ICA1111NS
is
SOIL SOIL--tllrTIC1.,• 1I1'
CLA S+ TYr?IATf,�IAL CLw\.il l'I L•, rIU?
CI.., I SY1h' MY.nfrwm! W yl.r, pu.rl,. w.... i,l, 1f, u 1 IR Xw.. Ih •' .II n'wq u.r, M.
l.ryi.y w.Wi.h ►..inS «tilwd .i,n:r .Ali Iw h .. nw ArJ Y•rx r• La. L.dtn
rr.l- rrYlnd 1,.I. <irdr„ « rrl.d..J .hcl4.
0u1 11 Soil,•' PA' W,II.voko$ p,•.It W I—t lud m4lwn. 4,11, Y, .. r— Vti
" I..cl:erl ,.I.ine6 9n H.. t ..ne. M.. N.n 95% .. —J'M N. ;1.1
C, ...
p' rnrY1, p.6.! jna6 W p 1•.t.lud wi.Iwel, t:.l. �. �, L.o. 1,r1 .. n..r nt
rnyle frwli«I f.uil,rQ r.n N... A .4e 14— N+n 45%.a.wJ.w 31.. NIII
Clue
fW Wrll.e.,.l..I lwJ. lid Cr.rrllT.ud., Ink - .. I.w,. nl.r,.... NI'4 .J ..•rw
I,u l.x. r.u,.l Hu, / .:r•, M.- Inn 931 .....-J.. A'.. ;1.....•.r tlr,A
Sr rr.Yrlr p,,J" IYd, AM p... Y, rud,, I.xl, .Y w. 1— M.— I— NK .J a.u.,
L:I:+ rnx• Ha. 1 .;r•,. FI.+, Mw "t% ,rr—J .w N" 'N" "..r. Cl—
V 1... III S.n I.••' CIA S.I. r.,..l., S-111.r.1 ,J. ti..Iwrl� SIW .x n.. r M........ I.. —
Nn.. lw r. Mwr N.n
CC City e, p.•d.. Fr..rL..r.l dq .x...r.r. MA .. nnx..J ....... 1,. r.....r —J
M HY. , Ix .. Mwr Ih.I. vrq .ru:I.,J r., N.. N., ..:..• .
Ski SJ.r..«N. Iud.tihm III III- Nvt •4 ...n. r.r.. e. I•• ., 1- 1 ..,
Alw, Ihn }t14 rrl.:rrJ .w N.• NM .r r
SC Cl.,,, .ud., .ud 0, nr. hl.,. N.n Nn .•r .. ... r........ p..... N.. ,
.r n1.x< Nu HrG •n.�..,1 .+. I:n, It11 ....:
t-I... IV S...I. ML t...,w I:lu, • r Iixr ...J., .L rLw ..I,, . •I., ... ....r 1.,-..11.x..
W. N Ir,,. SU4 ... nrrr rn,:. H•. 11.1 .•:..
CL I....r,nn :I,,, u! n.� .. ..wJ.rx.,L..., .y r.. .i. L,. I•.. ..n.
If w rltrt. l.ry..iJ Ism Ir4.i .r l:, N14 .x ..........•. .....
Alll I..xr. 'r H4,, .Ii •'. ..• J....n.......-. r..w ... ...... .i.•i.. ..I.. I.. r
MN.• }IA w n l.. .. r.• ... .
CH 1—t, ".,I or h;,h rLu. n, r.I I Ip. L.,..+I I-. r... n..e. �• 1 n
nu p• >.. H..11.3 .....
IL In L'^ .ill. ud el L.-..1.....•I. I—J I. —I—
n
1 In�Ini,r11rinrn.raiYr....u...,..r..r, L�..JI...... ... ...
.Y...,rrl .n.
«r r,n.. HY. too nr.r
Ir h,r, mwL ,r,e a.hn hinny rvWK "•.I,.
S•. It ur 1..60:.N i, ASTM U Iti 1. nap 1.+ Ct... 1.n --$ . Ar I. i. J. {•.•+I .n . f 1 M It : t t l
-:n ASTM U 1341, 111, Ihu. 1%1..,. N,.. ;Ill,«•e.
'•' •lI. :rYlJ.nrr 'Ih ASTM U 5111,'toitl •i4A 51 x 12% r....nr ' ., I.II ... . ti•:J•rl....
Ihlt i, nwrr rhrr,e.rr4tir el Cl.n II IA ..ICI,., III
The haunching area is most important to the support of
PVC pipe. For godd support, the haunching area should be
compacted to the densities given in the Long Term
Deflection Chart.
MAr.ur%IItmd
MATERIAL UESCRIPTIO`f cew, lr SIiN and Gn KI Mi.,d (:+Jtn Fire Gain
MiWS 11 Soul- Clan So'II Soill
' Figure 2
Qr1ilu,un n.IA,.ure [pn lent lame 9I: 9 I f G }p / / r ,(�
i
500 Cunw1.11J1.on nkd+olf i of Roar. ter Rrl r•,.,�I n.nser Rugs -. —_ ._ j�• ..
e
Con.pr. 0, r.—wnper 95.IOr1 95 s0 95 1W 915 too
(11•IOI1} 1Gi1
j
0.•n.,l, nt pxfhm u495 !i[f 45 � Nn vy /S�YU t..__.—r._ ..•I .•11. •-� I
LH.
. dn.11�1 (rn 751 IW 1:'I
CYn,ol.,l,.I l.1 ulYn1.M *95 Co 95
IW ))I IW I::1 tl
It..I I'll:: U>80 'rr .... .. Z.
Ily.l atoll W YID (J} WI W 15 •�{ •, -�_'
1. IU It I 1/1 c.l Ill N
1,6 f1)I I Yl Mt
11... ut.l. ...... .. ,t'I•... r...L .L I......A. Iv .... ..... ..... ..l .I ..,H r ....
.-._...I.J....n n .'1. Ill ..r .I..I. t.J .rni Ic. .•r... .. ..... ..4.1 .I.. ..I. ,,.•I. •. ..nl ..

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

Figure 2. Anchorage blocks
for in -line valves.
Table 1 is the forces
encountered
at end plugs. to
calculate
forces encountered at bends,.
tees and
wyes, multiply the
figure in
Table 1 by the factors given jn Table
2.
Table
1. Thrust
W at End
Plugs
Thrust in
lbs. for test pressure in psi
Pipe bi-ameter
100 PSI
150 PSI
206PSI
250-PSI
inches
--
1z
295
440
590
740:
2
455
680
910
11.40
21
660
990
132'0
1650
3
985
1480
197D
2460
4
1820
2720
3630
4540
6
3740
5600
7460
9350
8
64;90"•
9740
13,00'0
16,200
10
10,650
16,000
21,300
26,600
12
.15,150
22,700
30,200
37,800
14
20,600
30,800
41,1130
51,406
16,
26,600
39,800
53,100
66,400

Y6-t' 1sf
Table 2.. Factors .for Calculating Thrust W for
.El bows -and-Tees .
El bows: ' 900 1.41Tees = 0.70 Z
600 = 1. 00
45°.. 0.76 .k!
300 0.'-52
:22:5- .. 0"0.39
Table 3 gives the safe bearing. load for different soil types.
Table 3. Safe Bearing Load
Soil lb/ft2
Mulch, peat and'Similar 0
Soft Clay 1000 0 V
Sand 2000
Sand and gravel 3000
Sand and gravel cemented
with clay 4000
Hard shale 10,000 .
Thrust block area(ft2) - W -- Thrust (Table 1 & Table 2)
.."F ^Soil Bearing strength (Table 3)
In placing -concrete thrust blocks, check with the manufacturer of the
p.ipe being used to ensure that the correct size thrust blocks are
bung used.
There are a number of machines that can be used to prepare the
trench for PVC plastic pipe. Soil types, moisture content, depth of
trench required and, type and diameter of'pipe must be considered.
Generally chain trenches, wheel trenches,-backhoes-, or vibrating- plows
will be used for trench preparation. The vibrating plow.can only .be
used for solvent weld PVC pipe and generally is limited to the smaller
diameter. of pipe. Under most conditions the chain. trencher or wheel
trencher will be faster than the backhoe. Where wide trenches for large
pipe are required, the backhoe will be most satisfactory. if soil
conditions permit, long -stretches of open trench will expedite pipe
installation. However., if rain is forecast the pipe should be installed
and the trench backfilled. To avoid sharp turns in the line at obstructions,
trenches should be curved within limits of curvature of the pipe.
-7-

LAGOON SITE SOILS INVESTIGATION
IOJECT: f%sc'i.�GCOUNTY:-
ELD INVESTIGATION BY: /0 DATE:
SITE SKETCH
J
1,
t
,
•
-
-
= r
30RING
DEPTH
SCALE
WT
-BORING NUMBER AND PROFILE
O
Nr.7-
Af4._ r e A
Z - Y � -
Tsvr 0Aop6.0 f4 ".n LCJ. Ar
�oroy �wr (cw$E
`i —!�
ar�R^f Coio�rEloi-, �o f�
•
,.o !t�,,,,u.,�i P �o
G � g �
Cr,+,�.t�,�tr �•rwT�l•ao "�«".
/ter
.
r'• � y
r N CdR�re �,f f f,�.�
p � l �
� r:W+••7
z
�N Coa �- r S� �a
f/i o .�.rw'.. „ P: p .
` L
%I,.•r Ary r lo.4r
L - .�
1 ,-w Cti+r
`• z "
�� � Tarr. f.//,''ro
V '
/7.rr
GIr/PY %,G+�F /�OffLCO C4A
Z 7 "
r,4N GAS'.£ /.r,.v.
Rit, fer
-fr
&L cA C1RT
f f � l / r
C(Lry L�1fS� )Rr fR
/V
S.f � g!
bR47 �►Trcc �6RS= r �rn
'Al ci�LjE r qr+0
BORING / SAMPLING METHOD: I gAuj,,, SIGNATURE:

Grower: SAM HOCKING/BEAVERDAM NURSERY #1 Designed By: JLD
Address: RT 3 BOX 147B Checked By: AT
ROSEBORO, NC 28382 Date: 11/26/96
Countv, CUMBERLAND Sheet 1 of 7
ANAEROBIC WASTE LAGOON DESIGN
FARM INFORMATION
Farm Population:
Nursery:
— — — — — — — — — — — — — — — — — — —
2600 Hd.
Finishing:
--------------------
0
Farrow toweanling:
--------------------
0
Farrow to feeder:
— — — — — — — — ------_---
0
Farrow to finish:
--------------------
0
Boars:
---------_---_------
0
Storage Period:
— — — — — — — — — — — — — — — — — — —
180 Days
25 Yr. / 24 Hr Storm Event
- — — — — — — — — — — — — — — — — — —
7.5 In.
"Heavy Rain" Factor
Not Applicable
Rainfall in Excess of Evaporation
— — — — — — — — — — — — — — — — — — —
7.0 In.
Additional Water Usage:
----------------------.
0
Additional Drainage Area:
--------------------
0
LAGOON INFORMATION
Is Lagoon Designed as an Irregular Shape? (Y/N) — — — — — — — — — --Y
Does Operator Want Emergency Spillway?
(Y/N)------ ------N
Is This Design for an Existing Farm?
(Y/N) — — — — — -- — — — —Y
**
Is Drain Tile Req'd to Lower SHWT?
(Y/N)— — — — — — — — — — N
Seasonal High Water Table Elev:
----------------------
96.20 Ft.
Freeboard:
--------------------
1.0 Ft.
Emergency Spillway Flow Depth:
Not Applicable
Top of Storm / Spillway Buffer:
Not Applicable
Side Slopes:
— — — — — — — — — — — — — — — — — — —
3 :1 (H:V)
Press ALT--C to Download
contour areas see sheet 2 of 7...
Top of Dike Elevation:
— — — — — — — — — — — — — — — — — — —
102.50 Ft.
Finished Bottom Elevation:
-----------------------
92.50 Ft.
Start Pump Elevation:
— — — — — — — — — — — — — — — — — — —
100,70 Ft.
Stop Pump Elevation:
— — — — — — — — — — — — — — — — — —
98.60 Ft,
LAGOON VOLUME REQUIREDVOL. DESIGN VOLUMES % REQ'D.
Storm Stor =
Temporary =
Permanent =
otal Volume =
15000 (Cu.Ft.)
33048 (Cu.Ft.)
78000 Cu.Ft.
126,048 (Cu.Ft.)
17,223 (Cu.Ft.)
39,913 (Cu.Ft.)
78,917 (Cu.FQ
1361053 (Cu.Ft.)
114.82%
120.77%
101.18%
107.94%
Min. Required Liner Thickness -------------------- 1.5 Ft.
Lagoon Surface Area: (Inside TOD)--------W--------------- 24,000 S.F.
** THIS IS A REVISION TO A DESIGN DONE PRIOR TO SEPTEMBER 1, 1996
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 284M [phone]

Grower: SAM HOSKING/BEAVERDAM NURSERY #1 Designed By: JLD
Address: RT 3 BOX 147B` Checked By: JNT
ROSEBORO, NC 28382 Date: 11/23/96
County: CUMBERLAND Sheet 2 of 7
ACTUAL DESIGN VOLUME CALCULATIONS
LAGOON STAGE -AREA VOLUMES
Contour
Elevation_(FT.)_
Area SF
Incr. Vol. (Cu. FT)
Cumul. Vg Cu. FT)
92.50
8,948
93.00
9,533
4,620
4,620
94.00
10,756
10,145
14,765
95.00
12,050
11,403
26,168
96.00
13,414
12,732
38,900
97.00
14,848
14,131
53,031
98.00
16,354
15,601
68,632
99.00
17,929
17,142
85,773
100.00
19,576
18,753
104,526
101.00
21,292
20,434
124,960
102.00
23,080
22,186
147,146
102-50
24,000
11,770
158,916
These volumes were calculated usina the vertical averaae end area method.
TOTAL REQD VOLUME:
126,048
CIF
CUMULATIVE
VOL.
ZONE VOL
107.94%
END PUMP = = = = >
98.60
FT
78,917 CIF
TR'MT
78,917
101.18%
START PUMP = = = >
100.70
FT
118,830 CF
TEMP
39,913
120.77%
MAX STORAGE = = >
101.50
FT
136,053 CIF
STORM
17,223
114.82%
Murphy Family Farms Engineering P.O. Box 769, Rose Hill NC 28468 [phone]

Address: RT 3 BOX 1478
ROSEBORO, NC 28382
Countv: CUMBERLAND
)esigned By:
Checked By:
Date:
MINIMUM REQUIRED VOLUME CALCULATIONS
Permanent Storage:
Required Treatment Volume:
3
Animal Tvpe Capacity * ALW * cu.ft. Ib = Total
Nurse
2,600
30
1.00
78,000
Finishin
0
135
1.00
0
Farrow to weanling
0
433
1.00
0
Farrow to feeder
0
522
1.00
0
Farrow to finish 1
01
1,4171
1.001
0
Boars 1
0
1 400
1 1.00
D
Total Required Treatm ent Vol um e (cu. ft.)= 78,000
Sludge Storage Volume:
Animal Type Capacity ALW * cu.ft. Ib = Total
Nursery
2,600
30
0.00
0
Finishing
0
135
0.00
0
Farrow to weanling
0
433
0.00
0
Farrow to feeder
0
522
0.00
0
Farrow to finish
0
1,4171
0.00
0
Boars
0
4001
0.000
0
Total Required Sludge Storage Volume (cu. ft.)= 0
Temporary Storage Volume:
Manure Production:
nimaYP e Capacito. Period * (gals/Hd./day)WTotal
Nursery
2,600
180
0.30
142,480
FinishinQ
0
180
1.37
0
Farrow to weanling
0
180
4.39
0
Farrow to feeder
0
180
5.30
0
Farrow to finish
01
1801
14.381
0
Boars
01
1801
4.061
0
Total Manure Production (gals.)= 142,480
Total Manure Production(cu.ft.)= 19,048
Excess Fresh Water:
Anima! Type Ca aci * Sto. Period * als Hd. da = Total
Nurse
2,600
180
0.00
0
Finishing0
180
0.00
0
Farrow to wean ling
0
180
0.00
0
Farrow to feeder
0
180
0.00
0
Farrow to finish
101
1801
0.001
0
Boars
1 01
1801
0.001
0
Total Fresh water txcess (gals.) =
Total Fresh Water Excess (cu.ft.)=
L]
AT
11 /23/96
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28458 [phone]

Grower: -,SAM HOSKrNG/BEAVERDAM NURSERY #1 Designed By: JLD
Address: RT'3 BOX 147B Checked By: JNT
ROSEBORO, NC 28382 Date: 11/23/96
Countv: CUMBERLAND Sheet 4 of 7
Temporary Storage Volume: (Cont)
Rainfall in Excess of Evaporation:
Vol. = (Lagoon Surface Area + Additional Drainage Area) * Rainfall / 12in./ft
Vol. = (24000 sq.ft. + 0 sq.ft.) * 7 in. /12 in./ft.
Total Required Volume for Rainfall in Excess of Evap. (cu.ft.)= 14,000
Storm Storage:
Vol: = (Lagoon Surf. Area + Addt'I Drainage Area) * 25Yr./24Hr. Storm (in) / 121n./ft.
Vol.= (24000 sq.ft + 0 sq.ft.) * 7.5 in. /12 in./ft.
Total Required Volume for 25Yr. —24Hr. Storm Event (cu.ft) = 15,000
"Heavy Rain" Storage:
Vol. = (Lagoon Surf. Area + Addt'I Drainage Area) * "Heavy Rain" Factor (in) / 12in./ft.
Vol. = (24000 sq.ft + 0 sq.ft.) * 0.0 in. /12 in./ft.
Total Required Volume for "Heavy Rain° (cu.ft.) = 0
(for Extended Periods of Chronic Rainfall)
Additional Water Storage:
No Additional Water Storage is Required
Total Required Storm Storage
(25 Yr. / 24 Hr. Storm + "Heavy Rain") = 15,000 (CU.FT)
Total Required Temporary Storage
(Manure Prod. + Excess Fr. Water + Rainfall Excess) = 33,048 (CU.FT)
Total Required Permanent Storage
(Treatment +Sludge) - 78,000 (CU.FT)
TOTAL REQUIRED VOLUME = `126048 (CU.FT.)
Murphy Family Farms Engineering P.O. Box 759, Rase Hill NC 28458 [phone]

Grower: :SAM HOSKING/BEAVERDAM NURSERY #1 Designed By: JLD
Address: RT 3 BOX 147D Checked By: JNT
ROSEBORO, NC 28382 Date: 11/23/96
Countv: CUMBERLAND Sheet 5 of 7
LAGOON DESIGN SUMMARY
Top of Dike Elevation --------------------_-_-
Emergency Spillway Crest Elevation --------------------
Top of 25 yr/24 hrStorm Storage ----.--.-------------
Top of "Heavy Rain" Storage ---------------------
Start Pump Elevation — — — — — — — — — — — — — — — — — — —
End Pump Elevation ---------------------
Top of Sludge Storage ---------------------
Seasonal High Watertable Elev.— — — — — — — — — — — — — — — — —
Finished Bottom Elevation ----------------------
Inside Top Length ----------------------
Inside Top Width — — — — — — — — — — --------
Side Slopes ---------------------
Lagoon Surface Area -----------------------
Min. Liner Thickness (if required) ------------------
Freeboard Depth -----------------------
Temporary Storage Period — — — — — — — --------------
Zone -Depths:
102.50 FT.
Not Applicable
101.50 FT.
Not Applicable
100.70 FT.
98.60 FT.
Not Applicable
96.20 FT.
92.50 FT.
Not Applicable
Not Applicable
3:1 H:V
24,000 SF
1.5 FT.
1.00 FT.
180 Days
TOTAL DESIGN VOLUME = 136053 (CU.FT.)
Treatment / Sludge Storage Zone Depth
Temporary Storage Zone Depth
Freeboard / Storm Storage Zone Depth
Total Lagoon Depth
6.1 FT.
2.1 FT.
1.8 FT.
----------- 10.0
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28456 [phone]

Grower: SAM HOSKING/BEAVERDAM NURSERY #1 Designed By: JLD
Address: RT 3 BOX 147E Checked By: JNT
ROSEBORO, NC 28382 Date: 11/23/96
Courrtv: CUMBERLAND Sheet 6 of 7
ZONE ELEVATIONS
TOP OF DIKE ELEV = 102.50
1 1 1
J 1 TOP OF STORM ELEV = 101.50 /
1 1 1
1 1
1 1
STRT PIMP EL. = 100.70 1 TOP OF TEMP STORAGE ELEV = 100.70 /
1 1
END PMP EL = 98.60 1 TOP OF TREAT ELEV = 98.60 1 SHWT = 96.20
1 1
1 1
1 1
' 1 1
FINISHED BOTTOM ELEV = 92.50
Murphy Family Faints Engineering P.D. Box 759, Rose Hill NC 28458 (910) 289-211;

Grower: --SAM HOSKING/BEAVERDAM NURSERY #1 Designed By: JLD
Address: RT'3 BOX 147B Checked By: JNT
ROSEBORO, NC 28382 Date: 11/23/96
Countv: CUMBERLAND Sheet 7 of 7
This livestock waste treatment lagoon is designed in accordance with the North Carolina
Natural Resources Conservation Service PRACTICE STANDARD 359— WASTE TREATMENT
LAGOON, revised prior to June, 1996.
Emergency Spillway:
An Emergency Spillway is not required.
11111
NOTE: See attached Waste `t 'rag
r
a
DESIGNED: _ a sIAL
14985
DATE: t ti 2G 4(v s s FN
v %
COMMENTS: The lagoon has been designed as an irregular shaoe.
Actual contour areas taken from the lagoon design are used to calculate
the surface area and storage volume characteristics of the lagoon.
This approach insures that rainfall capture on the lagoon is fully
accounted for and that storage volumes calculated represent actual
conditions regardless of the shape.
P.O. Box 759, Rose Hill NC 28458
[phone]

�l I——Vl.. y�I II — II•v.j vVrraf1 11—%I•I IN II �I L Ib. I\ 11 Wv vI. vI­V
ADDRESS: RT 3 BOX'147B` CHECKED BY: JNT
ROSEBORO, NC 28382 DATE: 11/23/96
COUNTY: CUMBERLAND 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 of temporary storage for:
(1) manure production of animals, (2) excess fresh water storage, (3) rainfall in
excess of evaporation, (4) storage for the 25 year / 24 hour storm for the location,
(5) and, if applicable, an additional "heavy rain" storage volume for chronic rainfall
events. Allocation for any additional fresh water usage is also included in the
temporary storage. The volume of waste generated from a given number of animals
will be fairly constant throughout the year, but excess rainfall will vary from year to year.
The 25 year rainfall will not be a factor to consider in an annual pumping cycle, but
this storage volume must always be available.
A staff gauge must be installed in the lagoon that indicates the start pumping and stop
pumping levels. The start pumping level is the maxium liquid level under normal operating
conditions, The stop pumping level is the minimum liquid level under normal
operation to maintain required treatment volume and depth. Pumping can be started
and stopped anywhere between these two elevations for operating convenience as site
conditions permit, such as weather, soils, crop, and equipment in order to apply waste
without runoff or leaching. However, it is recommended that the lagoon be kept
pumped down as much as possible.
Land application of wastewater is recognized as an acceptable method of disposal.
Methods of application include solid set, center pivot, guns, and traveling guns. Care
should be taken when applying waste to prevent damage to crops.
The following items are to be carried out:
1. It is required that the treatment lagoon be precharged to one—half the treatent volume
or as otherwise specified on the lagoon design drawings before wastes are introduced.
The purpose is to prevent excessive odors during start --up. Precharging reduces the
concentration of the initial waste entering the lagoon thereby reducing odors. Solids should
be covered with effluent at all times. When precharging is complete, flush buildings with
recycled lagoon liquid. Fresh water should not be used for flushing after initial filling.
2. The attached Waste Utilization Plan shall be followed. The plan recommends
sampling and testing of waste before land application.
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28456 [phone]

GROWER: '-SAM HOSKMG/BEAVERDAM NURSERY #1 DESIGNED BY: JLD
ADDRESS: RT'3 BOX 147E CHECKED BY; JNT
ROSEBORO, NC 28382 DATE: 11/23/96
COUNTY: CUMBERLAND SHEET 2 OF 2
3. Begin temporary storage pump —out of the lagoon when the fluid level reaches the
elevation 100.70 as marked by the staff gauge. Stop pump —out when the fluid level
reaches elevation 98.60. This temporary storage, less 25 year / 24 hour storm,
contains 39913 cubic feet or 298548 gallons.
4. The recommended maximum amount to apply per irrigation is one (1) inch and the
recommended maximum application rate is 0.3 inches per hour. Refer to the waste
utilization plan for further details.
5. Keep vegetation on the embankment and areas adjacent to the lagoon mowed
annually. Vegetation should be fertilized as needed to maintain a vigorous stand.
6. Repair any eroded or damaged areas and establish in vegetation.
7. All surface runoff is to be diverted from the lagoon to stable outlets.
8. Keep a minimum of 25 feet of grass vegetated buffer around waste utilization
fields adjacent to perennial streams. Waste will not be applied in open ditches.
Do not pump within 200 feet of a residence or within 100 feet of a well. Waste shall
be applied in a manner such that waste will not reach other property and public
rights —of —way.
9. The Clean Water Act of 1977 prohibits the discharge of pollutants into waters
of the United States. Waste shall not be discharged into surface waters, drainageways,
or wetlands by either discharge or by over —spraying. The Department of Environment,
Health, and Natural Resources, Division of Environmental Management,
has the responsibility for enforcing this law.
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 26458 [phone]

GROWER: 'SAM HOSKING/BEAVERDAM NURSERY #1 DESIGNED BY: JLD
ADDRESS; RT 3 BOX 147� CHECKED BY: JNT
ROSEBORO, NC 28382 DATE: 11/23/96
COUNTY: CUMBERLAND SHEET 1 OF 3
SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
FOUNDATION PREPARATION:
The foundation area of the lagoon embankment and building pad shall be cleared of
trees, logs, stumps, roots, brush, boulders, sod, and rubbish. Satisfactory disposition
will be made of all debris. The topsoil from the lagoon and pad area should be stripped
and stockpiled for use on the dike and pad areas. After stripping, the foundation area
of the lagoon embankment and building pad shall be thoroughly loosened prior to placing
the first lift of fill material to get a good bond.
EXCAVATION AND EARTHFILL PLACEMENT
The completed excavation and earthfilI shall conform to the lines, grades, and elevations
shown on the plans. Earthfill material shall be free of material such as sod, roots, frozen
soil, stones over 6 inches in diameter, and other objectionable material. To the extent they
are suitable, excavated material may be used as fill. The fill shall be brought up in
approximately horizontal layers not to exceed 9 inches in thickness when loose and prior
to compaction. Each layer will be compacted by complete coverage with the hauling and
spreading equipment or standard tamping roller or equivalent method. Compaction will
be considered adequate when fill material is observed to consolidate to the point that
settlement is not readily detectable. NOTE THE SPECIAL REQUIREMENTS FOR
PLACEMENT OF LINERS IN THE LINER SECTION OF THIS SPECIFICATION.
The embankment of the lagoon shall be installed using the more impervious materials from
the required excavations. Construction of fill heights shall include 5 percent for settlement.
Dikes over 15 feet in height with an impoundment capacity of 10 acre --feet or more fall
under the jurisdiction of the NC Dam Safety Law and require permitting by the NC Dept. of
Environment, Health and Natural Resources, Land Quality Section. The height is defined
as the difference in elevation from the constructed height to the downstream toe of the dike.
Precautions shall be taken during construction to prevent excessive erosion and
sedimentation.
LINER:
THE MINIMUM REQUIRED CLAY LINER THICKNESS SHALL BE 1.5 FT.
NOTE: LINERS (PARTIAL OR FULL) ARE REQUIRED WHEN INDICATED ON THE
DRAWINGS OR WHEN MATERIAL IS ENCOUNTERED DURING CONSTRUCTION THAT
WILL NOT PROVIDE THE PERMEABILITY LIMITS AS STATED LATER IN THIS SECTION.
SUCH MATERIAL IS CONSIDERED UNSUITABLE WITH RESPECT TO LINING. A TYPICAL
CROSS SECTION OF THE LINER IS INCLUDED IN THE DRAWINGS WHEN LINERS
ARE REQUIRED.
Murphy Family Farms Engineering P. O. Box 759, Rose Hill NC 28458 (9 ro) 2tfs-1 r 7 7

'- Gi IDWER: 'SAM HUSKINU/BEAVERDAM NURSERY #1 DESIGNED BY: JLD
ADDRESS: RT'3 B0X 1476 CHECKED BY: JNT
ROSEBORO, NC 28382 DATE: 11 /23/96
COUNTY: CUMBERLAND SHEET 2 OF 3
When areas of unsuitable material are encountered, they will be overexcavated below
finish grade to the specified depth as measured perpendicular to the finish grade. The
foundation shall be backfilled as specified to grade with a material approved by the
engineer or his representative.
REFER TO THE DRAWINGS FOR SPECIAL CONSIDERATIONS.
Soil liner material shall come from an approved borrow area. The minimum moisture
content of the liner material shall be optimum moisture content which relates to that
moisture content when the soil is kneaded in the hand it will form a ball which does not
readily separate. Water shall be added to borrow as necessary to insure proper moisture
content during placement of the liner. The moisture content of the liner material shall not
be less than optimum moisture content during placement. The maximum moisture
content relates to the soil material being too wet for efficient use of hauling equipment and
proper compaction. Proper compaction of the liner includes placement in 9 inch lifts and
compacted to at least 95 percent of the Standard Proctor Maximum Dry Density
(ASTM D698) of the liner material. When smooth or hard, the previous lift shall be scarified
and moistened as needed before placement of the next lift.
The single most important factor affecting the overall compacted permeability of a clay
liner, other than the type of clay used for the liner, is the efficient construction processing
of the compacted liner. The sequence of equipment in an established pattern helps
assure uniformity in the entire placement and compaction process. For most clay soils, a
tamping or sheepsfoot roller is the preferred type of compaction equipment.
In accordance with NRCS South National Technical Center (SNTC) Technical Note 716
(revised September 1993) the maximum allowable specific discharge of the liner is
1.0 x 10-" cm/sec. This specific discharge is dependant on the permeability of the
liner material, the liner thickness, and the hydrostatic pressure on the liner. With the
minimum required liner thickness stated earlier and the maximum liquid depth in the
lagoon, the maximum permeability of the compacted liner is 1.25 x 10-6cm/sec. Upon
completion of the liner, undisturbed samples will be taken and tested for actual
permeability. Any permeability tests indicating a higher permeability than stated above
will be considered as failing. Failing tests will require recompaction of the liner material
and retesting.
For lagoons being built in soils which do not require clay lining the same permeability
requirements apply as for clay liners and testing of the in —situ material will be conducted.
During the excavation process, soils at the excavated surface are loosened as adjacent
material is being removed. As a result, the permeability of these surface soils is increased.
To insure proper compaction and minimum soil permeability, when lagoon excavation is
complete the inner side slopes and bottom shall be rolled thoroughly prior to testing.
Murphy Family Farms Engineering P. 0. Box 759, Rose Hill NC 26458 [phone]

-GROWER: '-SAM HOSKI'NG/BEAVERDAM NURSERY #1 DESIGNED BY: JLD
ADDRESS: RT'3 BOX 147B CHECKED BY: JNT
ROSEBORO, NC 28382 DATE: 11/23/96
COUNTY: CUMBERLAND SHEET 3 OF 3
The soil liner shall be protected from scour produced by the discharge from waste outlet
pipes. This can be done by using some type of energy dissipator: concrete flumes,
concrete blocks laid tightly together, or using flexible pipe outlets on waste pipes.
Alternatives to soil liners are synthetic liners and bentonhe sealant. When these are
specified, additional construction specifications are included with this Construction
Specification or are shown on the drawings.
CUTOFF TRENCH:
A cutoff trench shall be constructed under the embankment area when called for in the
notes on the drawings or as shown on a typical cross section on the drawings. The final
dimensions of the cutoff trench shall be determined by observation of the foundation
materials during construction.
VEGETATION:
All exposed embankment and other bare constructed areas shall be seeded to the
planned type of vegetation as soon as possible after construction according to the
seeding specifications. Topsoil, if available on site should be placed on areas of the dike
and pad to be seeded. Temporary seeding or mulch shall be used if recommended
permanent vegetation is out of season dates for seeding. Permanent vegetation should
be established as soon as possible during the next period of approved seeding dates.
EMOVAL OF EXISTING TILE DRAINS:
An observation trench shall be dug along the perimeter of the lagoon 25 feet outside the
proposed embankment toe to verify that no subsurface drain tile lines are present in the
lagoon area. The trench shall be dug to a minimum depth of five feet and shall have a width
adequate to accommodate equipment used for backfill and compaction. Trench side
slopes shall be 1:1 or flatter. Trench backfill shall be compacted as stated in the
EXCAVATION AND EARTHFILL PLACEMENT section of the specification.
When tile drains are encountered, the tile will be removed to a minimum of 25 feet beyond
the outside toe of slope of the dike. The tile trench shall be backfilled and compacted with
material approved by the engineer or his representative. Tile drains that are removed
shall be either capped off or rerouted around the lagoon, as directed by the engineer or
his representative.
SAFETY AND HEALTH REQUIREMENTS:
All operations shall be carried out in a safe, skillful, and workmanlike manner. All safety and
health regulations shall be observed and appropriate personal safety and health measures
used at all times during construction.
Murnhv Family Farms Enaineerina P.O. Box 759. Rase Hill NC 26458 [phone]

GROWER: `SAM HOSKIN G/BEAVERDAM NURSERY #1 DESIGNED BY: JLD
ADDRESS: RT'3 BOX 147E CHECKED BY: JNT
ROSEBORO, NC 28382 DATE: 11/23M
COUNTY: CUMBERLAND SHEET 1 OF 1
SEEDING SPECIFICATIONS
ACREAGE TO BE SEEDED: 2.0 ACRES
USE THE SEED MIXTURE INDICATED AS FOLLOWS:
120 LBS. FESCUE GRASS AT 60 LBS./ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 1 TO NOVEMBER 30
FEBRUARY 1 TO MARCH 30
60 LBS. RYE GRAIN AT 30 LBS./ACRE (NURSERY FOR FESCUE)
120 LBS. 'PENSACOLA' BAHIA GRASS AT 60 LBS./ACRE
(SEE FOOTNOTE NUMBER 1)
SEEDING DATES: MARCH 15 TO JUNE 15
16 LBS. HULLED COMMON BERMUDA GRASS AT 8 LBS./ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
20 LBS. UNHULLED COMMON BERMUDA GRASS AT 10 LBS./ACRE
SEEDING DATES: JANUARY 1 TO MARCH 30
80 LBS, RYE GRASS AT 40 LBS./ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
APPLY THE FOLLOWING:
2000 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE)
4 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
200 BALES OF SMALL GRAIN STRAW (100 BALES/ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE ALL
DISTURBED AREAS IMMEDIATELY AFTER EARTH MOVING 1S COMPLETED.
APPLY LIME AND FERTILIZER THEN DISK TO PREPARE A 3 TO 4 INCH SMOOTH
SEEDBED. APPLY SEED ANDFIRM SEEDBED WITH A CULTIPACKER OR SIMILAR
DEVICE. APPLY MUCH AND SECURE WITH AN ANCHORING TOOL OR NETTING.
1. PENSACOLA BAHIA GRASS IS SLOWER TO ESTABLISH THAN COMMON
BERMUDA GRASS. WHEN USING BAHIA, IT IS RECOMMENDED THAT 8
LBS./ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER UNTIL
BAHIA GRASS IS ESTBLISHED.
Murphy Family Farms Engineering A 0. Box 759, Rose Hill NC 28458 (910) 289--2111

tiwry . r.�. .. v. . . ..+.... ... ...., vim• .r �.vr rir. rv. .... ram. . rr i vwr v.rw r. . . vw
ADDRESS: RT.3 BOA 147E CHECKED BY: JNT
ROSEBORO, NC 28382 DATE: 11/23/96
COUNTY: CUMBERLAND SHEET 1 OF 2
Emergency Action Plan
Using this outline as guidance, you should develop a specific emergency action plan for your
waste handling system.. This plan will be implemented in the event that wastes from your
operation are leaking, overflowing, or running off the site. You should NOT wait until wastes
reach surface water or leave your property to consider that you have a problem. You should
make every effort to ensure that this does not happen. This plan should be available to all
employees at the facility, as accidents, leaks, and breaks could happen at any time. Your
plan should follow this format:
1. Stop the release of wastes. Depending on the situation, this mayor may not be
possible. Suggested responses to problems are listed below:
A. Lagoon overflow —possible solutions are:
add.soil to berm to temporarily increase elevation of darn —any permanent
alteration of the dam should be approved by a qualified professional engineer
or qualified technical specialist
pump wastes to field at an acceptable rate
stop all additional flow to the lagoon (waters) --hold waste in house if possible
call a pumping contractor
make sure no surface water is entering lagoon
NOTE: The above listed activities should be started when your lagoon level has exceeded
the temporary storage level.
B. Runoff from waste application field —actions include:
immediately stop waste application
create a temporary diversion or berm to contain the waste on the field
incorporate waste to reduce further runoff
C. Leakage from the waste distribution system:
pipes and sprinklers --actions include:
— stop recycle (flushing system) pump
— stop irrigation pump
close valves to eliminate further discharge
— separate pipes to create an air gap and stop flow
flush system, houses, solids separators —actions include:
— stop recycle (flushing system) pump
— stop irrigation pump
make sure no siphon effect has been created
separate pipes to create an air gap and stop flow
D. Leakage from base or sidewall of lagoon. Often these are seepage as opposed to
flowing leaks —possible action*:
dig a small well or ditch to catch all seepage,put in a submersible
pump, and pump back into lagoon
if holes are caused by burrowing animals, trap or remove animals and
fill holes and compact with a clayey soil
other holes may be likewise temporarily plugged with clay soil
Murphy Family Farms Engineering P.D. Box 759, Rose Hill NC 28456 (910) 289--2111

W
ADDRESS: RT'3 BOX 147E CHECKED BY: JNT
ROSEBORO, NC 28382 DATE: 11/23/96
COUNTY: CUMBERLAND SHEET 2 OF 2
*Lagoon problems require the consultation of an individual experienced in the
design and construction of lagoons for permanent repair measures.
2. Assess the extent of the spill and note any obvious damages.
A. Did the waste reach any surface water?
B. Approximately how much was released and for what duration?
C. Any damage noted, such as employee injury, fish kills, or property damage?
3. Contact appropriate agencies.
B. During noral business hours, call your DE regional office, at 919-486-1541
after hours, emergency number: 910-733-3942. Your phone call should
include: your name, facility, telephone number, the details of incident from
item 2 above, the exact location of the facility, and the location or direction
of movement of the spill, weather and wind conditions, what corrective
measures have -been under taken, and the seriousness of the situation.
C. If spill leaves, or is likely to leave, property or enters surface waters, call
ERR
D. Instruct EMS to contact local Health Department.
E. Contact local Soil and Water Conservation District Natural Resources Conservation
Service office at 910-484--8939 for advice/technical assistance.
910-484-7156 for-advice/technical assistance.
A. Contact Murphy family Farms Land and Nutrient Manageent Departent at 910-
289-2111 for advice/technical assistance.
4. Implement procedures as advised by DEM and technical assistance agencies to rectify
the damage, repair the system, and reassess the waste management plan to keep
problems with release of wastes from happening again.
CUMBERLAND COUNTY COOPERATIVE EXTENSION SERVICE
AGRICULTURAL EXPO, PO BOX 270, FAYETTEVILLE, NC 28306
910-484-7156
CUMBERLAND COUNTY SOIL AND WATER CONSERVATION DISTRICT
CHARLIE ROSE AGRI—EXPO CENTER SUITE 229
121 EAST MOUNTAIN DRIVE, FAYETTEVIH E, NC 28306-3422
910-484— 8939/910— 484-8479
CUMBERLAND COUNTY EMERGENCY MANAGEMENT SYSTEM
131 D STREET, FAYETTIVELLE, NC 28301--5750
DIVISION OF ENVIRONMENTAL MANAGEMENT
WACHOVIA BUILDING SUITE 714
FAYETTEVILLE, NC 28301-5043
919— 486-1541
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28458 (910) 289--2111

4
Grower: SAM HOSKING #2 (BEAVER DAM)
Address: RT. 3 BOX 147E
RdSEBORO, NC 28382 [phone]
Coun : CUMBERLAND COUNTY
Designed By: CHB
Checked By: JNT
Date: 04/09/97
Sheet 1 of 7
ANAEROBIC WASTE LAGOON DESIGN
FARM INFORMATION
Farm Population:
Nursery: -------------------
2600 Hd.
Finishing: --------------------
0
Farrow to weanling:--------------------
0
Farrow to feeder: --------------------
0
Farrow to finish: -------------------
0
Boars: -------------------
0
Storage Period: -------------------
180 Days
25 Yr. / 24 Hr Storm Event --------------------
7.0 In.
"Heavy Rain" Factor Not Applicable
7.0 In.
Rainfall in Excess of Evaporation — — — — — — — — — — — — — — —
— — — —
7.0 In.
Additional Water Usage: — — — — — — — — — — — — — — —
— — — —
0
Additional Drainage Area: ---------------------
0
'LAGOON INFORMATION
Is Lagoon Designed as an Irregular Shape? (Y/N) — — — -- — — — — — —Y
Does Operator Want Emergency Spillway? (Y/N) — — — — — — — — — —N
Is This Design for an Existing Farm? (Y/N) — — — — — — — — — —Y
Is Drain Tile Req'd to Lower S H WT? (Y/N) — — — — — — — — — —N
Seasonal High Water Table Elev:--------------------
96.30 Ft.
Freeboard: --------------------
1.0 Ft.
Emergency Spillway Flow Depth: Not Applicable
Top of Storrs / Spillway Buffer: Not Applicable
Side Slopes: ----------------------
3 :1 (H:V)
Press ALT—C to Download
200.0 Ft.
contour areas see sheet 2 of 7...
120.0 Ft.
Top of Dike Elevation: — — — — — — — — — — — — — — — — — — —
103.70 Ft.
Finished Bottom Elevation: — — — — — — — — — — — — — — — — — — —
93.70 Ft.
Start Pump Elevation: — — — — — — — — — — — — — — — — — — —
101.90 Ft.
Stop Pump Elevation: — — — — — — — — — — — — — — — — — —
100.10 Ft.
LAGOON VOLUME REQUIREDVOL. DESIGN VOLUMES % REQ'D.
Storm Stor = 14226 (Cu.Ft.) 17,616 (Cu.Ft.)
123.83%
Temporary= 33274 (Cu.Ft.) 35,429 (Cu.Ft.)
106.48%
= 78000 (Cu.Ft.) 86,871 (Cu.Ft.)
111.37%
_Permanent
Total Volume = 125,500 (Cu.Ft.) 139,917 (Cu.Ft.)
111.49%
Min. Required Liner Thickness — — — — — — — — — — — — — — — — — — — 1.5 Ft.
Lagoon Surface Area: (Inside TOD)-------------------- 24,387 S.F.
Murphy Family Farms Engineering P. 0. Box 759, Hose Hill NC 26458 [phone]

Grower:
SAM HOSKING #2 (BEAVER DAM)
Designed By: CHB
Address:
RT. 3 BOX 147B
Checked By: JNT
ROSEBORO,.NC 26382 (91.0) M1::' 4542
Date: 04/09/97
County:
CUMBERLAND COUNTY
Sheet 2 of 7
ACTUAL DESIGN
VOLUME CALCULATIONS
LAGOON STAGE -AREA VOLUMES
Contour
Elevation (FT.) Area SF
'Incr. Vol. (Cu. FT) Cumul. Vol. (Cu. FT`
93.70
9,374
94.00
9,725
- '
2,865
2,865
95.00
' ` 10,942
?:
10,334
13,198
96.00
= 12,227
11,585
24,783
97.00
13,580
'.
12,904
37,686
98.00
° " 15,000'
`
14,290
` 51,976
99.00
: " 16,488
1,5,744
67,720
-100.00
18,043
17,266
84,986
`101.00
19,666
18,855
1103,840 w.
-102 00
21,357
20,512
124,352
Ab3:00
'r 23,115
22,236
: # 146,588
103.70
24,387
16,626
163,214
These volumes were calculated usin
the vertical avera a end area.method.
TOTAL REQD VOLUME:
- 125,500
CF
CUMULATIVE
VOL.,
ZONE VOL
111.49%'
END PUMP = = = -= >
100.10
FT
86,871 CF
TR'MT
86,871
111.37%
START PUMP = = = >
101.90
FT
1221301 CF
TEMP
35,429
106.48%
MAX STORAGE = = >
102.70
FT
139,917 CF
STORM
17,616
123.83%
Murphy Family Farms Engineering P. 0. Box 759, Rose Hill NC 26458 [phone]

Grower: SAM HOSKING #2 (BEAVER DAM) Designed By: CHB
Address: RT. 3 BOX 147E Checked By: JNT
ROSEBORO, NC 28382 [phone] Date: 04/09/97
Countv: CUMBERLAND COUNTY Sheet 3 of 7
MINIMUM REQUIRED VOLUME CALCULATIONS
Permanent Storage:
Required Treatment Volume:
Animal Type Capacity * ALW * cu,ft. Ib = Total
Nursery
2,600
30
1.00
78,000
finishing
0
135
1.00
0
Farrow to weanling
0
433
1.00
0
Farrow to feeder
0
522
1.00
0
Farrow to finish
1 01
1,4171
1.001
0
Boars
10
4001
1.001
0
Total Required Treatment Volume (cu. ft.) = 713,000
Sludge Storage Volume:
e a aci A * cu.ft. lb = Tota
FAnlmal
2,600
30
0.00
0
in
0
135
0.00
0
Farrow to weanfing
0
433
0.00
0
Farrow to feeder
0
522
0.00
0
Farrow to finish
0
1,4171
0.001
0
Boars
1 0
4001
0.000 10
Total Required Sludge Storage Volume (cu. ft.) = 0
Temporary Storage Volume:
Manure Production:
Animal e Capacity * Sto. Period * (galsjHrday)= Total
Nursery
2,600
180
0.30
142,480-
Finishing
0
180
1.37
0
Farrow to weanling
0
180
4.39
0
Farrow to feeder
0
180
5.30
0
Farrow to finish
01
1801
14.381
0
Boars
1 01
180
4.06
0
I otai Manure Production (gals.) = 142,4i30
Total Manure Production (cu.ft.)= 19,048
Excess Fresh Water:
AnimaI Type a aci * 5to. ergo * a s H a =Total
Nursery
2,600
180
0.00
D
Finishing
0
180
0.00
0
Farrow to weanling
0
180
0.00
D
Farrow to feeder
0
180
0.00
0
Farrow to finish
01
1801
0.00
0
Boars
1 01
1801
0.001
0
Total Fresh Water Excess (gals.)=
Total Fresh Water Excess (cu.ft.)=
MurDhv Family Farms En_alneerho
P. 0. Box 759, Rase Hill NC 28458
[phone]

Address: RT. 3 BOX 147B
ROSEBORO, NC 28382
Countv: CUMBERLAND COUNTY
Temporary Stor a Volume: Cont.
Checked By: JNT
[phone] Date: 04/09/97
of
Rainfall in Excess of Evaporation:
Vol.=(Lagoon Surface Area + Additional Drainage Area) * Rainfall / 12in./ft
Val.= (24387 sq.ft. + 0 sq.ft.) * 7 in. /12 in./ft.
Total Required Volume for Rainfall in Excess of Evap. (cu.ft.)= 14,226
Storm Storage:
Vol.=(Lagoon Surf. Area + Addt'I Drainage Area) * 25Yr./24Hr. Storm(in) / 12in./ft.
Val.= (24387 sq.ft + 0 sq.ft.) * 7.0 in. /12 in./ft.
Total Required Volume for 25Yr.-24Hr. Storm Event (cu.ft)= 14,226
"Heavy Rain" Storage:
Vol.=(Lagoon Surf. Area + Addt'I Drainage Area) * "Heavy Rain" Factor (in) / 121n./ft.
Vol.= (24387 sq.ft + 0 sq.ft.) * 7.0 in. /12 in./ft.
Total Required Volume for "Heavy Rain" (cu.ft.) = 0
(for Extended Periods of Chronic Rainfall)
Additional Water Storage:
No Additional Water Storage is Required
Total Required Storm Storage
(25 Yr. /24 Hr. Storm + "Heavy Rain") = 14,226 (CU.FT)
Total Required Temporary Storage
(Manure Prod. + Excess Fr. Water + Rainfall Excess) = 33,274 (CU.FT)
Total Required Permanent Storage
(Treatment + Sludge) = 78,000 (CU.FT)
TOTAL REQUIREDVOLUME = 125500 (CU.FT.)
Murphy Family Faints Engineering P. 0. Box 759, Rose Hill NC 28455 (,7D) Zd9-27 7 7

(grower: 5►yM I1UZjr%1NU *FG (bt=AVtK UAM) Uesignea by: UHb
Address: RT. 3 BOX147B Checked By: JNT
ROSEBORO, NC 28382 [phone] Date: 04/09/97
Countv: CUMBERLAND COUNTY Sheet 5 of 7
LAGOON DESIGN SUMMARY
Top of Dike Elevation - --------------------
Emergency Spillway Crest Elevation ----------------------
Top of 25 yr/24 hr Storm Storage -------------------
Top of "Heavy Rain" Storage ---------------------
Start Pump Elevation -------------------
End Pump Elevation --------------------
Top of Sludge Storage --------------------
Seasonal High Watertable Elev. -------------------
Finished Bottom Elevation ---------------------
Inside Top Length -------------------
Inside Top Width --------------------
Side Slopes ----------------------
Lagoon Surface Area --------------------
Min. Liner Thickness (if required) -------------------
Freeboard Depth ---------------------
Temporary Storage Period----------------------
Zone Depths:
103.70 FT.
Not Applicable
102.70 FT.
Not Applicable
101.90 FT.
100.10 FT.
Not Applicable
96.30 FT.
93.70 FT.
Not Applicable
Not Applicable
3:1 H:V
24,387 SF
1.5 FT.
1.00 FT.
180 Days
TOTAL DESIGN VOLUME = 139917 (CU.FT.)
Treatment / Sludge Storage Zone Depth - - - - - - - - - - - 6.4 FT.
Temporary Storage Zone Depth -- -- - - - - - - - - - 1.8 FT,
Freeboard / Storm Storage Zone Depth - - - - - - - - - - - 1.8 FT,
Total Lagoon Depth - - - - . - - - - - 10.0 FT.
Murnhv Familv Farms Enaineerina P.O. Box 759. Rose Hill NC 28458
t910) 289-21 i 1

Urower: sAM HWZ4 F%1N a fG (btAVth UAM) uesignea by: UHe
Address: RT. 3 BOX 147B Checked By: JNT
ROSEBORO, NC 28382 [phone] Date: 04/09/97
County: CUMBERLAND COUNTYSheet 7 of 7
This livestock waste treatment lagoon is designed in accordance with the North Carolina
Natural Resources Conservation Service PRACTICE STANDARD 359— WASTE TREATMENT
LAGOON, revised prior to June, 1996.
Emergency Spillway:
An Emergency Spillway is not required.
NOTE: See attached Waste Utilization Plan
DESIGNED:
DATE:
COMMENTS: The lagoon has been designed as an irreaular shape.
Actual contour areas taken from the lagoon design are used to calculate
the surface area and storage volume characteristics of the lagoon.
This approach insures that rainfall capture on the lagoon is fully
accounted for and that storage volumes calculated reeresent actual
conditions regardless of the shape.
Family Farms
759, Rose Hill NO 28456
[phone]

ADDRESS: RT. 3 BOX 147B CHECKED BY: JNT
ROSEBORO, NC 28382 [phone] DATE: 04/09/97
COUNTY: CUMBERLA_ND COUNTY SHEET 1 OF 2
Emergency Action Plan
Using this outline as guidance, you should develop a specific emergency action plan for your
waste handling system.. This plan will be implemented in the event that wastes from your
operation are leaking, overflowing, or running off the site. You should NOT wait until wastes
reach surface water or leave your property to consider that you have a problem. You should
make every effort to ensure that this does not happen. This plan should be available to all
employees at the facility, as accidents, leaks, and breaks could happen at any time. Your
plan should follow this format:
1. Stop the release of wastes. Depending on the situation, this may or may not be
possible. Suggested responses to problems are listed below:
A. Lagoon overflow —possible solutions are:
add soil to berm to temporarily increase elevation of dam —any permanent
alteration of the dam should be approved by a qualified professional engineer
or qualified technical specialist
pump wastes to field at an acceptable rate
stop all additional flow to the lagoon (waters) --hold waste in house if possible
call a pumping contractor
make sure no surface water is entering lagoon
NOTE: The above listed activities should be started when your lagoon level has exceeded
the temporary storage level.
B. Runoff from waste application field —actions include:
immediately stop waste application
create a temporary diversion or berm to contain the waste on the field
incorporate waste to reduce further runoff
C. Leakage from the waste distribution system:
pipes and sprinklers —actions include:
— stop recycle (flushing system) pump
— stop Irrigation pump
— close valves to eliminate further discharge
— separate pipes to create an air gap and stop flow
flush system, houses, solids separators —actions include:
— stop recycle (flushing system) pump
— stop irrigation pump
— make sure no siphon effect has been created
— separate pipes to create an air gap and stop flow
D. Leakage from base or sidewall of lagoon. Often these are seepage as opposed to
flowing leaks —possible action*:
dig a small well or ditch to catch all seepage,put in a submersible
pump, and pump back into lagoon
if holes are caused by burrowing animals, trap or remove animals and
fill holes and compact with a clayey soil
other holes may be likewise temporarily plugged with clay soil
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28458 [phone]

GROWER: SAM HDSKING #2 (BEAVER DAM) DESIGNED BY: CHB
ADDRESS: RT. 3 BOX 147B CHECKED BY: JNT
ROSEBORO, NC 28382 [phone] DATE: 04/09/97
COUNTY: CUMBERLAND COUNTY SHEET 2 OF 2
*Lagoon problems require the consultation of an individual experiencea in the
design and construction of lagoons for permanent repair measures.
2. Assess the extent of the spill and note any obvious damages.
A. Did the waste reach any surface water?
B. Approximately how much was released and for what duration?
C. Any damage noted, such as employee injury, fish kills, or property damage?
3. Contact appropriate agencies.
During noral business hours, call your DE regional office, at
after hours, emergency number: . Your phone call should
include: your name, facility, telephone number, the details of incident from
item 2 above, the exact location of the facility, and the location or direction
of movement of the spill, weather and wind conditions, what corrective
measures have been under taken, and the seriousness of the situation.
6.0.. If spill leaves, or is likely to leave, property or enters surface waters, call
local emergency management service (EMS)at .
CA. Instruct EMS to contact local Health Department.
Contact local Soil and Water Conservation District Natural Resources Conservation
Service office at for advice/technical assistance.
for advice/technical assistance.
f-, �K Contact Murphy family Farms Land. and Nutrient Manageent ❑epartent at 910-
289-2111 for advice/technical assistance.
4. Implement procedures as advised by DEM and technical assistance agencies to rectify
the damage, repair the system, and reassess the waste management plan to keep
problems with release of wastes from happening again.
Murphy Family Farts Engineering P.O. Box 759, Rose Hilt NU 284W (970) 2tf9-27 7 7

UHUVVtH: bAM r1W7K1NU *2 (bt:AVth UAM) UtZ {IUNtU bY: UHB
ADDRESS: RT, 3 BOX 147E CHECKED BY: JNT
ROSEBORO, NC 28382 [phone] DATE: 04/09/97
COUNTY: CUMBERLAND COUNTY SHEET 1 OF 3
SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
FOUNDATION PREPARATION:
The foundation area of the lagoon embankment and building pad shall be cleared of
trees, logs, stumps, roots, brush, boulders, sod, and rubbish. Satisfactory disposition
will be made of all debris. The topsoil from the lagoon and pad area should be stripped
and stockpiled for use on the dike and pad areas. After stripping, the foundation area
of the lagoon embankment and building pad shall be thoroughly loosened prior to placing
the first lift of fill material to get a good bond.
EXCAVATION AND EARTHFILL PLACEMENT
The completed excavation and earthfill shall conform to the lines, grades, and elevations
shown on the plans. Earthfill material shall be free of material such as sod, roots, frozen
soil, stones over 6 Inches in diameter, and other objectionable material. To the extent they
are suitable, excavated material may be used as fill. The fill shall be brought up in
approximately horizontal layers not to exceed 9 inches in thickness when loose and prior
to compaction. Each layer will be compacted by complete coverage with the hauling and
spreading equipment or standard tamping roller or equivalent method. Compaction will
be considered adequate when fill material is observed to consolidate to the point that
settlement is not readily detectable. NOTE THE SPECIAL REQUIREMENTS FOR
PLACEMENT OF LINERS IN THE LINER SECTION OF THIS SPECIFICATION.
The embankment of the lagoon shall be installed using the more impervious materials from
the required excavations. Construction of fill heights shall include 5 percent for settlement.
Dikes over 15 feet in height with an impoundment capacity of 10 acre—feet or more fall
under the jurisdiction of the NC Dam Safety Law and require permitting by the NC Dept. of
Environment, Health and Natural Resources, Land Quality Section. The height is defined
as the difference in elevation from the constructed height to the downstream toe of the dike.
Precautions shall be taken during construction to prevent excessive erosion and
sedimentation.
LINER:
THE MINIMUM REQUIRED CLAY LINER THICKNESS SHALL BE 1.5 FT.
NOTE: LINERS (PARTIAL OR FULL) ARE REQUIRED WHEN INDICATED ON THE
DRAWINGS OR WHEN MATERIAL IS ENCOUNTERED DURING CONSTRUCTION THAT
WILL NOT PROVIDE THE PERMEABILITY LIMITS AS STATED LATER IN THIS SECTION.
SUCH MATERIAL IS CONSIDERED UNSUITABLE WITH RESPECT TO LINING. A TYPICAL
CROSS SECTION OF THE LINER IS INCLUDED IN THE DRAWINGS WHEN LINERS
ARE REQUIRED.
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 25458 (87o) 2d q-27 7 7

A
ADDRESS: RT. 3 BOX 147E CHECKED BY: JNT
ROSEBORO, NC 28382 [phone] DATE: 04/09/97
COUNTY: CUMBERLAND COUNTY SHEET 2 OF 3
When areas of unsuitable material are encountered, they will be overexcavated below
finish grade to the specified depth as measured perpendicular to the finish grade. The
foundation shall be backfilled as specified to grade with a material approved by the
engineer or his representative.
REFER TO THE DRAWINGS FOR SPECIAL CONSIDERATIONS.
Soil liner material shall come from an approved borrow area. The minimum moisture
content of the liner material shall be optimum moisture content which relates to that
moisture content when the soil is kneaded in the hand it will form a ball which does not
readily separate. Water shall be added to borrow as necessary to insure proper moisture
content during placement of the liner. The moisture content of the liner material shall not
be less than optimum moisture content during placement. The maximum moisture
content relates to the soil material being too wet for efficient use of hauling equipment and
proper compaction. Proper compaction of the liner includes placement in 9 inch lifts and
compacted to at least 95 percent of the Standard Proctor Maximum Dry Density
(ASTM D698) of the liner material. When smooth or hard, the previous lift shall be scarified
and moistened as needed before placement of the next lift.
The single most important factor affecting the overall compacted permeability of a clay
liner, other than the type of clay used for the liner, is the efficient construction processing
of the compacted liner. The sequence of equipment in an established pattern helps
assure uniformity in the entire placement and compaction process. For most clay soils, a
tamping or sheepsfoot roller is the preferred type of compaction equipment.
In accordance with NRCS South National Technical Center (SNTC) Technical Note 716
(revised September 1993) the maximum allowable specific discharge of the liner is
1.0 x 10-5 cm/sec. This specific discharge is dependant on the permeability of the
liner material, the liner thickness, and the hydrostatic pressure on the liner. With the
minimum required liner thickness stated earlier and the maximum liquid depth in the
lagoon, the maximum permeability of the compacted liner is 1.25 x 10-6-cm/sec. Upon
completion of the liner, undisturbed samples will be taken and tested for actual
permeability. Any permeability tests indicating a higher permeability than stated above
will be considered as failing. Failing tests will require recompaction of the liner material
and retesting.
For lagoons being built in soils which do not require clay lining the same permeability
requirements apply as for clay liners and testing of the in —situ material will be conducted.
During the excavation process, soils at the excavated surface are loosened as adjacent
material is being removed. As a result, the permeability of these surface soils is increased.
To insure proper compaction and minimum soil permeability, when lagoon excavation is
complete the inner side slopes and bottom shall be rolled thoroughly prior to testing.
Murphy Family Farms Englneering P.O. Box 759, Rose Hill NC 28453 [phone]

�/' , C.
GROWER: 5AM HQSKINGG #2 (BEAVER DAM) DESIGNED BY: CHB
ADDRESS: RT. 3 BOX 147B CHECKED BY: JNT
ROSEBORO, NC 28382 [phone] DATE: 04/09/97
COUNTY: CUMBERLAND COUNTY SHEET 3 OF 3
The soil liner shall be protected from scour produced by the discharge from waste outlet
pipes. This can be done by using some type of energy dissipater: concrete flumes,
concrete blocks laid tightly together, or using flexible pipe outlets on waste pipes.
Alternatives to soil liners are synthetic liners and bentonite sealant. When these are
specified, additional construction specifications are included with this Construction
Specification or are shown on the drawings.
CUTOFF TRENCH:
A cutoff trench shall be constructed under the embankment area when called for in the
notes on the drawings or as shown on a typical cross section on the drawings. The final
dimensions of the cutoff trench shall be determined by observation of the foundation
materials during construction.
VEGETATION:
All exposed embankment and other bare constructed areas shall be seeded to the
planned type of vegetation as soon as possible after construction according to the
seeding specifications. Topsoil, if available on site should be placed on areas of the dike
and pad to be seeded. Temporary seeding or mulch shall be used if recommended
permanent vegetation is out of season dates for seeding. Permanent vegetation should
be established as soon as possible during the next period of approved seeding dates.
REMOVAL OF EXISTING TILE DRAINS:
An observation trench shall be dug along the perimeter of the lagoon 25 feet outside the
proposed embankment toe to verify that no subsurface drain the lines are present in the
lagoon area. The trench shall be dug to a minimum depth of five feet and shall have a width
adequate to accommodate equipment used for backfill and compaction. Trench side
slopes shall be 1:1 or flatter. Trench backfill shall be compacted as stated in the
EXCAVATION AND EARTHFILL PLACEMENT section of the specification.
When tile drains are encountered, the tile will be removed to a minimum of 25 feet beyond
the outside toe of slope of the dike. The the trench shall be backfilled and compacted with
material approved by the engineer or his representative. Tile drains that are removed
shall be either capped off or rerouted around the lagoon, as directed by the engineer or
his representative.
SAFETY AND HEALTH REQUIREMENTS:
All operations shall be carried out in a safe, skillful, and workmanlike manner. All safety and
health regulations shall be observed and appropriate personal safety and health measures
used at all times during construction.
Mumhv Familv Farms Fnainaarrna F.O. Box 759. Rose Hill NC 28456 t9101289--2111

i�
ADDRESS: RT. 3 BOX 147B CHECKED BY: JNT
ROSEBORO, NC 28382 [phone] DATE: 04/09/97
COUNTY: CUMBERLAND COUNTY SHEET 1 OF 2
OPERATION AND MAINTENANCE PLAN
This lagoon is designed for waste treatment (permanent storage) and 180 days of
temporary storage. The time required for the planned fluid level (permanent and
temporary storage) to be reached may vary due to site conditions, weather, flushing
operations, and the amount of fresh water added to the system.
The designed temporary storage consists of 180 days of temporary storage for:
(1) manure production of animals, (2) excess fresh water storage, (3) rainfall in
excess of evaporation, (4) storage for the 25 year / 24 hour storm for the location,
(5) and, if applicable, an additional "heavy rain" storage volume for chronic rainfall
events. Allocation for any additional fresh water usage is also included in the
temporary storage. The volume of waste generated from a given number of animals
will be fairly constant throughout the year, but excess rainfall will vary from year to year.
The 25 year rainfall will not be a factor to consider in an annual pumping cycle, but
this storage volume must always be available.
A staff gauge must be installed in the lagoon that indicates the start pumping and stop
pumping levels. The start pumping level is the maxium liquid level under normal operating
conditions. The stop pumping level is the minimum liquid level under normal
operation to maintain required treatment volume and depth. Pumping can be started
and stopped anywhere between these two elevations for operating convenience as site
conditions permit, such as weather, soils, crop, and equipment in order to apply waste
without runoff or leaching. However, it is recommended that the lagoon be kept
pumped down as much as possible.
Land application of wastewater is recognized as an acceptable method of disposal.
Methods of application include solid set, center pivot, guns, and traveling guns. Care
should be taken when applying waste to prevent damage to crops.
The following items are to be carried out:
1. It is required that the treatment lagoon be precharged to one—half the treatent volume
or as otherwise specified on the lagoon design drawings before wastes are introduced.
The purpose is to prevent excessive odors during start—up. Precharging reduces the
concentration of the initial waste entering the lagoon thereby reducing odors. Solids should
be covered with effluent at all times. When precharging is complete, flush buildings with
recycled lagoon liquid. Fresh water should not be used for flushing after initial filling.
2. The attached Waste Utilization Plan shall be followed. The plan recommends
sampling and testing of waste before land application.
Murphy Family Farms Engineering P. O. Box 759, Rose Hill NC 28456 [phone]

-1--TV_-.. v/l\.r.. "L %__.. ­.-,..r.f V­ MI -_ .A.. _. IV
ADDRESS: RT. 3 BOX 147E CHECKED BY: JNT
ROSEBORO, NC 28382 [phone] DATE: 04/09/97
COUNTY: CUMBERLAND COUNTY SHEET 2 OF 2
3. Begin temporary storage pump —out of the lagoon when the fluid level reaches the
elevation 101.90 as marked by the staff gauge. Stop pump —out when the fluid level
reaches elevation 100.10, This temporary storage, less 25 year / 24 hour storm,
contains 35429 cubic feet or 265012 gallons.
4. The recommended maximum amount to apply per Irrigation is one (1) inch and the
recommended maximum application rate is 0.3 inches per hour. Refer to the waste
utilization plan for further details.
5. Keep vegetation on the embankment and areas adjacent to the lagoon mowed
annually. Vegetation should be fertilized as needed to maintain a vigorous stand,
6. Repair any eroded or damaged areas and establish in vegetation.
7. All surface runoff is to be diverted from the lagoon to stable outlets.
8. Keep a minimum of 25 feet of grass vegetated buffer around waste utilization
fields adjacent to perennial streams. Waste will not be applied in open ditches.
Do not pump within 200 feet of a residence or within 100 feet of a well. Waste shall
be applied in a manner such that waste will not reach other property and public
rights —of —way.
9. The Clean Water Act of 1977 prohibits the discharge of pollutants into waters
of the United States. Waste shall not be discharged into surface waters, drainageways,
or wetlands by either discharge or by over —spraying. The Department of Environment,
Health, and Natural Resources, Division of Environmental Management,
has the responsibility for enforcing this law.
Murphy Family Farms Engineerhv P.O. Box 759, Rose Hill NO 26468 [phone]

ADDRESS: RT. 3 BOX 147B CHECKED BY: JNT
ROSEBORO, NC 28382 [phone] DATE: 04/09/97
COUNTY: CUMBERLAND COUNTY SHEET 1 OF 1
SEEDING SPECIFICATIONS
ACREAGE TO BE SEEDED: 2.0 ACRES
USE THE SEED MIXTURE INDICATED AS FOLLOWS:
120 LBS. FESCUE GRASS AT 60 LBS./ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 1 TO NOVEMBER 30
FEBRUARY 1 TO MARCH 30
60 LBS. RYE GRAIN AT 30 LBS./ACRE (NURSERY FOR FESCUE)
120 LBS. 'PENSACOLA' BAHIA GRASS AT 60 LBS./ACRE
(SEE FOOTNOTE NUMBER 1)
SEEDING DATES: MARCH 15 TO JUNE 15
16 LBS. HULLED COMMON BERMUDA GRASS AT 8 LBSJACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
20 LBS. UNHULLED COMMON BERMUDA GRASS AT 10 LBS./ACRE
SEEDING DATES: JANUARY 1 TO MARCH 30
80 LBS. RYE GRASS AT 40 LBS./ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
APPLY THE FOLLOWING:
2000 LBS. OF 10-10--10 FERTILIZER (1000 LBS./ACRE)
4 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
200 BALES OF SMALL GRAIN STRAW (100 BALES/ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE ALL
DISTURBED AREAS IMMEDIATELY AFTER EARTH MOVING IS COMPLETED.
APPLY LIME AND FERTILIZER THEN DISK TO PREPARE A 3 TO 4 INCH SMOOTH
SEEDBED. APPLY SEED ANDFIRM SEEDBED WITH A CULTIPACKER OR SIMILAR
DEVICE. APPLY MUCH AND SECURE WITH AN ANCHORING TOOL OR NETTING.
1. PENSACOLA BAHIA GRASS IS SLOWER TO ESTABLISH THAN COMMON
BERMUDA GRASS. WHEN USING BAHIA, IT IS RECOMMENDED THAT 8
LBS./ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER UNTIL
BAHIA GRASS IS ESTBLISHED.
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 20456 (910) .WU9-2177

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State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
June 2, 2000
Lee A, Hosking
Beaverdam Nursery #I & #2
4232 Beaver Dam Church Road
Roseboro NC 28382
1 � •
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
Subject: Application No. AWS260071
Additional Information Request
Beaverdam Nursery #1 & #2
Animal Waste Operation
Cumberland County
Dear Lee Hosking:
The Non -Discharge Permitting Unit has completed a preliminary engineering review of the subject application. Additional
information is required before we can continue our review. Please address the following by July 2, 2000:
The Waste Utilization Plan (WUP) was not signed and dated by the owner of the facility. Please submit a
signed and dated WUP.
The design submitted for Lagoon #1 notes that it is a revision of a design done prior to September 1, 1996.
Please submit the previous design to document that the revisions were minor and do not constitute a "new"
design.
The design submitted for Lagoon #2 is not signed by either a technical specialist or Professional Engineer.
In addition, the design was completed after September 1, 1996 and therefore should include a "heavy rain"
factor and sludge storage in the volume computations. It appears that storage is not provided for sludge or
the "heavy rain" factor. Please have a technical specialist review and address this lagoon design.
Please note that all WUP revisions must be signed and dated by both the owner and the technical specialist. Please
reference the subject permit application number when providing the requested information. All information should be signed,
sealed, and submitted in duplicate to my attention at the address below. The information requested by this letter, must be
submitted on or before July 2, 2000 or the Division will return your application as incomplete in accordance with 15A
N.C.A.C. 2H .0200 and your facility will be considered to be operating without a permit.
Please be advised that operation of the subject animal waste management system without a valid permit is a violation of North
Carolina General Statute 143-215.1 and will subject you to the enforcement authority of the Environmental Management
Commission.
If you have any questions regarding this request, please call me at [phone], extension 502.
Z
ely,omewood
Environmental Engineer
Non -Discharge Permitting Unit
cc: Fayetteville Regional Office, Water Quality
Permit File
1617 Mail Service Center, Raleigh NC 27699-1617 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

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Producer: Sdm has ks s
Location: P-0-3,
Telephone:
Type Operation: we., & +-s --e--
Number of Animals: ��da p
(Design Capacity)
RECEIVE®
- _. „K... 1..;q- 2000
WATER QuHtr, v 6 TION
Non-Discharp0 p$rmrtling
The waste from your animal facility must be land applied at a specified rate to prevent
pollution of surface and/or groundwater. The plant nutrients in the animal waste should
be used to reduce the amount of commercial fertilizer required for the crops in the fields
where the waste is to be applied. This waste utilization plan uses nitrogen as the limiting
nutrient. Waste should be analyzed before each application cycle. Annual soil tests are
strongly encouraged so that all plant nutrients can be balanced for realistic yields of the
crop to be grown.
Several factors are important in implementing. your waste utilization plan in order to
maximize the fertilizer value of the waste and to ensure that it is applied in an
environmentally safe manner. Always apply waste based on the needs of the crop to be
grown and the nutrient content of the waste. Do not apply more nitrogen than the crop
can utilize. Soil types are important as they have different infiltration rates, leaching
potentials, cation exchange capacities, and available water holding capacities. Normally
waste shall not be applied to land eroding at greater than 5 tons per acre per year. Wirth
special precautions, waste may be applied to land eroding at up to 10 tons per acre per
year. Do not apply waste on saturated soils, when it is raining, or when the surface is
frozen. Either of these conditions may result in nmoff to surface waters which is not
allowed under DEM regulations. Wind conditions should also be considered to avoid drift
and downwind odor problems. To maximize the value of nutrients for crop production
and to reduce the potential for pollution, the waste should be applied to a growing crop or
applied to bare ground not more than 30 days prior to planting. Injecting the waste or
disking will conserve nutrients and reduce odor problems.
The estimated acres needed to apply the animal waste is based on typical nutrient content
for this type of facility. Acreage requirements should be based on the waste analysis
report from your waste management facility. Attached you will find information on
proper sampling techniques, preparation, and transfer of waste samples to the Iab for ,
analysis.
This waste utilization plan, if carried out, meets the requirements for compliance with 15A
NCAC 2110217 adopted by the Environmental Management Commission.

N
Amrrunt o Waste Produced Per Year allows tans etc.
�. t' animals X , `O(amt.) waste/animal/year = d (ant.) waste/year.
Amount of Plant Available Nitrogen (PAN) Produced. Per Year
<'0 animals X. Albs. PAN/animal/year = -c iq% tbs. PAN/year. (PAN from N. C. Tech.
Guide Std. 633)
Applying the above amount of waste is a big job. You should plan time and have
appropriate equipment to apply the waste in a timely manner.
The following acreage will be needed for waste application based on the crop to be grown
and surface application:
Table 1: ACRES OWNED BY PRODUCER
Tract Field Soil Crop Lbs. N Acres Lbs. N Month of
# No. Tvoe Per Ac. * Utilized Annlication
Total 1613G 1
* This N is from anintal waste only. If nutrients from other sources such as commercial
fern! wr are applied, they must be accounted for. N must he based on realistic yield
eery
NOTE: The applicator is cautioned that P and .K may be over applied while meeting the N
requirements. Beginning in 1996 the Coastal Zane Management Act will require farmers in
some eastern counties of North Carolina to have a nutrient management plan that addresses
all nutrient& This plan only addresses Nitrogen.
2

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Table 2: ACRES VAT•H AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent landowner must be attached)
(Required only if operator does not own
adequate land [see Required Specification 21)
Tract Field Soil Crop Lbs. N Acres Lbs. N Month of
* See footnote for Table 1.
Totals from above Tables
Acres Lbs. N
Utilized
Table I
Table 2
Total
Amount of N
Surplus or Dt
Produced
ficit
3 U 16
r 3 3.b
NOTE: The Waste Utilization Plan must contain provisions for periodic land
application of sludge at agronomic rates. The sludge will be nutrient rich and will
require precautionary measures to prevent over application of nutrients orother
elements.
3

1I 1
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See attached map showing the fields to he used for the utilization of waste water.
Application of Waste by Irrigation
Field Soil Type Crop Application Application
No. Rate (InlHr) Amount (In_)
3
A)o
y6(M +4 S6 4-
TMS TABLE IS NOT NEEDED IF WASM IS NOT BEING APP= BY IRRIGATION, HOWEVER A MaAR TABLE WILL
BE ICED FOR DRY LIITI+R OR SLURRY.
Your facility is designed for 11,0 days of temporary storage and the temporary storage
must be removed on the average of once every _� _MONTHS. In no instance should
the volume of waste being stored in your structure exceed Elevation Sr_e iati �r.,s•� r.
Call the local Natural Resources Conservation Service (formerly Soil Conservation
Service) or Soil and Water Conservation District office after you receive the waste
analysis report for assistance in determining the amount per acre to apply and the proper
application rate prior to applying the waste.
Narrative of operation: ic,d %1Ama,'.L•:'&JI I-N
L Lei l'„ ram. -fa... n r-- �� �.. f �{ � .� ,.� �. a.r! � � � _ r� f!•s.._
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4

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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
resp onsiibility 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 mimal; waste is to be applied on acres subject to flooding, it will be soil
incorporated on conventionally tilled cropland. When applied to conservation tiled
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.

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REQUIRED SPECIFICATIONS
(continued)
9. Animal waste shall be applied on actively growing crops in such a manner that the
crop is not covered with waste to a depth that would inhibit growth. The potential for
salt damage from animal waste should also be considered.
10. Waste nutrients shall not be applied in fall or winter for spring planted crops on sods
with a high potential for leaching. Waste nutrient loading rates on these sods 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 fam 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
wetlands provided they have been approved as a land application site by a "technical
specialist". Animal waste shall not be applied on grassed waterways that discharge
directly into water courses, and on other grassed waterways, waste shall be applied at
agronomic rates in a manner that causes no runoff or drift from the site.
16. Domestic and industrial waste from washdown facilities, showers, toilets, sinks, etc.,
shall not be discharged into the animal waste management system

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REQUIRED SPECIFICATIONS
(continued)
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. Iffighly 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 69 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. Tmc 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.

i H05kIrlG PAGE EQ
05/30/2000 16: 58 3105314128
.IU"--Oli-eb 1'1 :29 WM P.132
JYrrme of ��rn: i► h ,'
QwrwwMarsi pr ASreament
I (wn) undera said and wliI Allow and itltplement the speci$oidtm Ind the opetatiu and
msintenlaae proaeduuea estxblitlted jh the approved taimal warts utillttatlon plat hr the
E=umned above, I (we) laiow tbst my evadan to the egg deda bspa*y ofthe
waeto trestmaat and surags systeau or oonstsuctixt ofnew #1 cMdes wM regUm a now
certificadou to be subsaitted to the Div r z of Environment Maalgemut (DEM) bahre
the now animals are atoekscL I (we) also widastaad dwt them must be no dircbup of
aairaal waste from Ws ayatsm to aawihce wasters of tho state kom a norm avast low
severe than the 2S.year, 24-kour stag 7be approved pl,ra wiD be Sled cd-*a et the
farm office aged at she offics afthe heal Sail siLd Water Coasmatiaa M uslot sad will be
avadlabie Ar raview by DEM upon requast.
Name of FaeMty Owner, �+
(Plea"p l"ed
SipsnLre:
WV V
Nate of 041diftent from OVMO ):
Signature: ��, c.. - . Date: _
Yam-, of Technical Specialist: rPraauepott),4lr-)O
Of
A23lllatll}I3: � , r � ••i �r �
Address (Agency): w V & Ueu l ���_„!
.. Al. lI ,V f 4§'Y
Sigt►at'ure: _ ��•��_ �ir��._„_.�,,,.,,�_ Date: '� / r iZ„_,.,,,_

.,..•..,,..................22;,"itARIM.
'�.4`�,I�.,,`;.ty„:.
ANDIAL WASTE =IZATION AGREEMENT
(Needed only if additional land has to be leased, etc.)
I, ^� hereby give permission to
apply animal waste from his Waste Utilization System on acres of my laud for
the duration of time shown below.
I understand that this waste contains nitrogen, phosphorous, potassium, and other trace
elements and when properly applied should not harm my land or crops. I also understand
that the use of waste will reduce my need for commercial fertilizer.
. Adjacent Landowner:
Waste Producer:
Technical Representative:
SWCD Representative:
Date:
Date:
Date:
Date:
Term of Agreement: 19 to _ _ , 20
(Minimum of Ten Years on Cost Shared Items)
(See Required Specification No. 2.)
we

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Table 1: ACRES OWNED BY PRODUCER
Tract Field Soil Crop Lbs. N Acres Lbs. N Month of

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UNIT
BIG WHITE POCOSIN
14
{C
// S.R. 2036
r
KEY TO SYMBOLS
BE4y13? DAM SEE!(
SPECIAL FLOOD HAZARD
AREA ..............
Note: These maps may not Include all Special Flood Hazard
Areas in the community. After a more detalied study, the
Spada, Flood Hazard Areas shown on these maps may be
Rp modified, and other areas added.
"TO DETERMINE IF FLOOD INSURANCE IS AVAILABLE IN THIS
COMMUNITY, CONTACT YOUR INSURANCE AGENT, OR CALL
THE NATIONAL FLOOD INSURANCE PROGRAM. AT (800) 678-
6620. OR I8001 424.8872."
MILL BAY
COUNTY BOUNDARY

Operator: _--_--_-___---_-_=___-___= ---=Sam Hosking #2 R�CEI l� ED
County:== ===== --=--_==_____=_-_-=-===_===Cumberland � 20Q0
08/30/96 JUL )
Dist -to nearest residence (other than owner): ft.
sows farrow to finish): _ _=________ _ _ _ __ _ _> WATER WUALf i Y Or-G N
- sows farrow to feeder):eder): = _---_-----=— — — — _ _ _ _> Non-0ischarcuv Permitting
head finishing only):
sows farrow to wean):
head (wean to feeder)•===== _____=--_--------
2600
Ave. Live Weight for other operations(lbs.) = >
Storage volume for sludge accum. (cu. ft.):=>
Treatment Volume (min. 1 cu. ft.1lb.) = = = = = = = >
1.0
25 Year - 24 Hour Rainfall (in.)============>
7.0
Rainfall in excess of evaporation (in.)=====>
7.0
Will lagoon be designed as as irregular shape? (YIN) Y
Drainage area of buildings & lots (sq. f .)=>
Volume of wash water (gallons/day)==========>
0.0
Temporary storage period (days)=============>
180
Freeboard (ft.):==-__--_- __---_____--______•
1.0
Side slopes (inside lagoon):== _--______--____>
3.0 . 1
Inside top length (ft.):____________________>
200.0
Inside top width
120.0
Top of dike elevation
101.7
Bottom of lagoon elevation (ft.);==--_--.__--_>
91.7
Seasonal high water table(SHWT) elev.(ft.):=>
96.3
Total required volume: =====----_---_- 125048 cu. ft.
**TOTAL VOL O.K.**
Actual design volume: =====_ _______ .132948 cu. ft.
106.32%
Stop pumping el (> or = to 96.3 ft.SHWT)>
98.1
(> or = to 97.7 ft.Min.)
Required minimum treatment volume: ' 78000 cu. ft.
**TRMT. VOL O.K.**
Volume at stop pumping elevation: 81482 cu. ft.
104.46%
Start pumping '99.9
Volume at start pumping elevation: 115840 cu. ft.
Actual volume less 25yr-24hr rain: 118948 cu. ft.
NOTE: Verify that temp. storage is adequate:
Req, volume to be.pumped: = = = = > 33048 cu. ft. **TEMP. VOL O.K.**
Actual volume to be pumped:==> 34359 cu. ft. 103,97%
25 Yr. Storm Storage: Required = 14000 cu. ft. **STORM STOR. O.K.**
Actual = 17108 cu. ft. 122.20%
Storm Storage:
Top = 100.70 ffop of dike - Freeboard)
Bottom = 99.90 Start Pump)
Storm Storage Volume by Prismoidal Method
Dims > > Length Width
Top: 194.00 114.00 Area at top = 22116 cu. ft.
Midsection: 191.60 111.60 Area at midsection = 21383 cu. ft.
Bottom: 189.20 109.20 Area at bottom = 20661 cu. ft.
Volume = 17108 cu. ft.

Operator: Sam Hosking #2
County:
Cumberland
Date: 08/30/96
Distance to nearest residence (other than owner):
0.0 feet
1. AVERAGE LIVE WEIGHT (ALW)
0 sows farrow to finish)
x
1417 lbs. =
0 lbs
0 sows farrow to feeder)
x
522 lbs. =
0 lbs
0 head finishing only)
x
135 lbs. =
0 lbs
0 sows farrow to wean
x
433 lbs. T
0 lbs
2600 head wean to feeder
x
30 lbs. —
78,000 lbs
Describe other :
0 lbs
Total Average Live eig t = 781000 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 78,000 lbs. ALW x Treatment Volume(CF)/Ib. ALW
Treatment Volume(CF)/Ib. ALW = 1 CF/lb. ALW
Volume = 78,000 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0 cubic feet
4. TOTAL DESIGNED VOLUME
Inside top length (feet)------------ .-----------
200.0
Inside top width (feet)------------------------
120.0
Top of dike elevation (feet)-----------------
101.7
Bottom of lagoon elevation (feet)-----------------
91.7
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 3.0 194.0 114.0 9.0
AREA OF TOP
LENGTH * WIDTH =
194.0 114.0
AREA OF BOTTOM
LENGTH *WIDTH =
140.0 60.0
AREA OF MIDSECTION
LENGTH *WIDTH * 4
167.0 87.0
22,116 (AREA OF TOP)
8,400 (AREA OF BOTTOM)
58,116 (AREA OF MIDSECTION * 4)
CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
22,116 58,116 ' 8,400 1.5
Total Designed Volume Available 132948 Cubic Feet

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
200.0 120.0 24,000 square feet
Buildings (roof and lot water)
0 square feet Describe this area.
TOTAL DA 24,000 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
Volume = 78000 lbs. ALW / 135 tbs. ALW * 1.37 gal/day * 180 days
Volume = 142480 gals. or 19048 cubic feet
5B. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume = 0 gallons / day * 180 days storage / 7.48 gallons per CF
Volume = 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 = 14,000 cubic feet
5D. Volume of 25 year -- 24 hour storm
Volume = 7.0 inches / 12 inches per foot * DA
Volume = 14,000 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 19,048 cubic feet
5B. 0 cubic feet
5C. 14,000 cubic feet
5D. 14,000 cubic feet
TOTAL 47,048 cubic feet

6. SUMMARY
Temporary storage period==================:
Rainfall in excess of evaporation = = = = = = = = = = = >
25 year — 24 hour rainfall==================>
Freeboard===========================
Side slopes==========================
Inside top length=======================:
Inside top width========================
Top of dike elevation=====================:
Bottom of lagoon elevation==================
Total required volume=====================
Actual design volume=====================
Seasonal high watertable elevation (SHW`Q = = = >
Stop pumping e1ev.======================
Must be > or = to the SHWT elev.=
Mutt'"be > or = to min. req. treatment el. >
Required minimum - treatment volume= >
Volume at stop pumping elevation = = = >
Start pumping elev.==============
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr. — 24 hr. rainfall== >
Volume at start pumping elevation= >
Required volume to be pumped==
Actual volume planned to be pumped =Aa
z-l
'hy
Min. thickness of soil liner when required==> ' -
180 days
7.0 inches
7.0 inches
1.0 feet
3.0: 1
200.0 feet
120.0 feet
101.7 feet
91.7 feet
125,048 cu. ft.
132,948 cu. ft.
96.3 feet
98.1 feet
96.3 feet
97.7 feet
78,000 cu. ft.
81,482 cu. ft.
99.9 feet
18,948 cu. ft.
15,840 cu. ft.
�3;.4 8 cu. ft.
cu. ft.
1,% I.b feet
7. DESIGNED BY. APPROVED BY'l
DATE: DAT%
X%
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:— Lagoon has been de "Ined as an irregular shape.
Len 2th and width used in the spreadsheet represent equivalent
surface area to actual design to fully account for rainfall capture.
Zehe�

PROJECT: Sam Hosking #2
(FILE. ST--VL-CKWK,3)
AEP NO.:
SHEET:
1
DESIGNED BY: J. DiBona
DATE:
08/29/96
CHECKED BY:
DATE:
LOCA-nON /DESCRIPTION:
STAGE - AREA
- VOLUME MODEL
ELEVATION AREA
INCR. VOL.
CUMUL. VOL.
91.7 9,374
92.0 9,726
2,865
2,865
93.0 10,944
10,335
13,200
94.0 12,228
11,586
24,786
95.0 13,581
12,905
37,691
96.0 15,001
14,291
51,982
97.0 161489
15,745
67,727
98.0 18,044
17,267
84,993
99.0 19,667
18,856
103,849
100.0 21,357
20,512
124,361
101.0 23,116
22,237
146,597
101.7 24,387
16,626
163,223
END PUMP = = _ = > 98.10
FT 86,879_1
CU FT
86,879 CF
START PUMP = _ _ > 99.90
FT 12ZS09 I
CU FT
35,431 CF
FREEBOARD = _ > 100.7a
FT 139,9261
CU FT
17,617 CF

4
SHEET 1 OF 2
OPERATION AND MAINTENANCE PLAN
------------------------------
This lagoon is designed for waste treatment (permanent storage) and
180 days of temporary storage. The time required for the planned
fluid level (permanent and temporary storage) to be reached may vary
due to site conditions, weather, flushing operations, and the amount
of fresh water added to the system.
The designed temporary storage consists of 180 days storage for:
(1) waste from animals and (2) excess rainfall after evaporation. Also
included is storage for the 25 year - 24 hour storm for the location.
The volume of waste generated from a given number of animals will be
fairly constant throughout the year and from year to year, but excess
rainfall will vary from year to year. The 25 year rainfall will not
be a factor to consider in an annual pumping cycle, but this storage
volume must always be available.
A maximum elevation is determined in each design to begin
pumping and this is usually the outlet invert of pipe(s) from.
building(s). If the outlet pipe is not installed at the elevation to
begin pumping, a permanent marker must be installed -at this elevation
to indicate when pumping should begin. An elevation must be established
to stop pumping to maintain lagoon treatment depth.
Pumping can be started or stopped at any time between these -two
elevations for operating convenience as site conditions permit, such as
weather, soils, crop, and equipment in order to apply waste without
runoff or leaching.
Land application of waste water is recognized as an acceptable
method of disposal. Methods of application include solid set,
center pivot, guns, and traveling gun irrigation. Care should be
taken when applying waste to prevent damage to crops.
The following items are to be carried out:
1. It is strongly recommended that the treatment lagoon be pre -
charged to 1/2 its capacity to prevent excessive odors during
start-up. Pre -charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids should be
covered with effluent at all times. When precharging is complete,
flush buildings with recycled lagoon liquid. Fresh water should not
be used for flushing after initial filling.
2. The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see attachment)
before land application.
3. Begin temporary storage pump -out of the lagoon when fluid level
reaches the elevation 99.9 as marked by permanent marker. Stop pump -
out when the fluid level reaches elevation 98.1 . This temporary
storage, less 25 yr- 24 hr storm, contains 33048 cubic feet or
247200 gallons.

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

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

SHEET 2 OF 2
Soil liner material shall come from an approved borrow area. The
minimum water content of the liner material shall be optimum moisture
content which relates to that moisture content when the soil is kneaded
in the hand it will form a ball which does not readily separate. Water
shall be added to borrow as necessary to insure proper moisture content
during placement of the liner. The moisture content of the liner
material shall not be less than optimum water content during placement.
The maximum water content relates to the soil material being too wet
for efficient use of hauling equipment and proper compaction. Proper
compaction of the liner includes placement in 9 inch lifts and
compacted to at least 90 percent of the maximum ASTM D698 Dry Unit
Weight of the liner material. When smooth or hard, the previous lift
shall be scarified and moistened as needed before placement of the next
lift.
The single most important factor affecting the overall compacted perme-
ability of a clay liner, other than the type of clay used for the
liner, is the efficient construction processing of the compacted liner.
The sequence of equipment use and the routing of equipment in an estab-
lished pattern helps assure uniformity in the whole placement and
compaction process. For most clay soils, a tamping or sheepsfoot
roller is the preferable type of compaction equipment.
The soil liner shall be protected from the discharge of waste outlet
pipes. This can be done by using some type of energy dissipator(rocks)
or using flexible outlets on waste pipes.
Alternatives to soil liners are synthetic.liners and bentonite sealant.
when these are specified, additional construction specifications are
included with this Construction Specification.
CUTOFF TRENCH:
--------------
A cutoff trench shall be constructed under the embankment area when
shown on a typical cross section in the plans. The final depth of the
cutoff trench shall be determined by observation of the foundation
materials.
VEGETATION:
All exposed embankment and other bare constructed areas shall be seeded
to the planned type of vegetation as, soon as possible after construc-
tion according to the seeding specifications. Topsoil -should be placed
on areas of the dike and pad to be seeded. Temporary seeding or mulch
shall be used if the recommended permanent vegetation is out of season
dates for seeding. Permanent vegetation should be established as soon
as possible during the next period of approved seeding dates.
REMOVAL OF EXISTING TILE DRAINS
-------------------------------
When tile drains are encountered, the tile will be removed to a minimum
of 10 feet beyond the outside toe of slope of the dike. The tile
trench shall be backfilled and compacted with good material such as
SC, CL, or CH.

f 4
SEEDING SPECIFICATIONS
----------------------
AREA TO BE SEEDED: 2.0 ACRES
USE THE SEED MIXTURE INDICATED AS FOLLOWS:
120.0 LBS. FESCUE GRASS AT 60 LBS./ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 1 TO NOVEMBER 30
FEBRUARY 1 TO MARCH 30
60.0 LBS. RYE GRAIN AT 30 LBS./ACRE (NURSERY FOR FESCUE)
120.0 LBS. 'PENSACOLA' BAHIA GRASS AT 60 LBS./ACRE
(SEE FOOTNOTE NO. 1)
SEEDING DATES: MARCH 15 TO JUNE 15
16.0 LBS. HULLED COMMON BERMUDA GRASS AT 8 LBS./ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
20.0 LBS. UNHULLED COMMON BERMUDA GRASS AT 10 LBS./ACRE
SEEDING DATES: JANUARY 1 TO MARCH 30
80.0 LBS. RYE GRASS AT 40 LBS./ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
LBS.
APPLY THE FOLLOWING:
2000.0 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE)
4.0 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
200.0 BALES OF SMALL GRAIN STRAW (100 BALES/ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE
ALL DISTURBED AREA IMMEDIATELY AFTER EARTH MOVING IS COMPLETED.
APPLY LIME AND FERTILIZER THEN DISK TO PREPARE A 3 TO 4 INCH
SMOOTH SEEDBED. APPLY SEED AND FIRM SEEDBED WITH A CULTIPACKER
OR SIMILAR EQUIPMENT. APPLY MULCH AND SECURE WITH A MULCH
ANCHORING TOOL OR NETTING.
1. PENSACOLA BAHIAGRASS IS SLOWER TO ESTABLISH THAN COMMON
BERMUDA GRASS. WHEN USING BAHIA, IT IS RECOMMENDED THAT 8
LBS./ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER
UNTIL BAHIAGRASS IS ESTABLISHED.

Grower: SAM HOSKING #2 (BEAVER DAM) Designed By: CHB
Address: RT. 3 BOX 147B Checked By: JNT
ROSEBORO, NC 28382 [phone] Date: 04/09/97
Coun : CUMBERLAND COUNTY Sheet 1 of 7
ANAEROBIC WASTE LAGOON DESIGN
FARM INFORMATION
Nursery:
Finishing:
Farrow to weanling:
Farrow to feeder:
Farrow to finish:
Boars:
Storage Period:
25 Yr. / 24 Hr Storm Event
"Heavy Rain" Factor
Rainfall in Excess of Evaporation
Additional Water Usage:
Additional Drainage Area:
Farm Population:
-------------------
-------------------
-------------------
-------------------
-------------------
-------------------
-------------------
--------------------
Not Applicable
-------------------
---------------------------------------
-
LAGOON INFORMATION
Is Lagoon Designed as an Irregular Shape? (Y/N) — — — — -- — — — — —Y
Does Operator Want Emergency Spillway? (Y/N) — — — -- — — -- — —N
Is This Design for an Existing Farm? (Y/N) — — — — — — — — — —Y
Is Drain Tile Req'd to Lower SHWT? �Y/N)— — — — — — — — — — N
Seasonal High Water Table Elev: -------------------
Freeboard: --------------------
Emergency Spillway Flow Depth: Not Applicable
Top of Storm / Spillway Buffer: Not Applicable
Side Slopes: ---------------------
Press ALT—C to Download
contour areas see sheet 2 of 7...
Top of Dike Elevation: -------------------
Finished Bottom Elevation: -------------------
Start Pump Elevation: -------------------
Stop Pump Elevation: -------------------
LAGOON VOLUME REQUIREDVQL.
Storm Stor
Temporary =
Permanent =
Total Volume =
14226 (Cu.Ft.)
33274 (Cu.Ft.)
78000 Cu.Ft.
125,500 (Cu.Ft.)
2600 Hd.
0
0
0
0
0
180 Days
7.0 In.
7.0 In.
7.0 In.
0
0
96.30 Ft,
1.0 Ft.
3 :1 (H:V)
200.0- Ft.
120.0 Ft.
103.70 Ft.
93.70 Ft.
101.90 Ft.
100.10 Ft.
DESIGN VOLUMES % REQ'D.
17,616 (Cu.Ft.)
35,429 (Cu.Ft.)
86,871 (Cu.Ft.)
139,917 (Cu.Ft.)
Min. Required Liner Thickness -------------------
Lagoon Surface Area: (Inside TOD)— — — — — — — — — — — — — — — — — — —
123.83%
106.48%
111.37%
1.5 Ft.
24,387 S.F.
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28458 [phone]

grower: ZDAM HUZZ INg V;e (t$tAVth UAM) uesignea by: CHB
Address: RT. 3 BOX 147B Checked By: JNT
ROSEBORO, NC 28382 (910) 531--4542 Date: 04/09/97
Coun : CUMBERLAND COUNTY _ Sheet 2 of 7
ACTUAL DESIGN VOLUME CALCULATIONS
LAGOON STAGE -AREA VOLUMES
Contour
Elevation (FT.)
Area (SEI
Incr. Vol. (Cu. FT)
Cumul. Vol. (Cu. FT)
93.70
9,374
94.00
9,725
2,865
2,865
95.00
10,942
10,334
13,198
96.00
12,227
11,585
24,783
97.00
13,580
12,904
37,686
98.00
15,000
14,290
51,976
99.00
16,488
15,744
67,720
100.00
18,043
17,266
84,986
101.00
191666
18,855
103,840
10200
21,357
20,512
124,352
103.00
23,115
22,236
146,588
103.70
24,387
16,626
163,214
volumes were calculated usina the
C:
I v l / »* 1 ��Ilv
v,v
YVIIYv • YM•
F.ti/1 •F�
v /v
END PUMP = _ _ _ >
100.10
FT
86,871 CF TR'MT
86,871
111.37%
START PUMP = _ _ >
101.90
FT
122,301 CF TEMP
35,429
106.48%
MAX STORAGE _ = >
10270
FT
139,917 CF STORM
17,616
123.83%
Murphy Family Farms Engineering
P.O. Box 759, Rose Hill NC 28458
[phone]

Grower: SAM HOS i G #2 (BEAVER DAM) Designed By: CHB
Address: RT. 3 BOX 147E Checked By: JNT
ROSEBORO, NC 28382 [phone] Date: 04/09/97
Countv: CUMBERLAND COUNTY Sheet 3 of 7
MINIMUM REQUIRED VOLUME CALCULATIONS
Permanent Stora e:
RequiredT Volume: reatment
Anima! Tvpe Ca aci * ALW * cu.ft. Ib = Total
Nursery
2,600
30
1.00
78,000
Finishing
0
135
1.00
0
Farrow to wean ling
0
433
1.00
0
Farrow to feeder
0
522
1.00
0
Farrow to finish
101
1,4,171
1.001
0
Boars
1 01
400
1.00
0
Total Required
Treatment Volume
(cu. ft.) = 78.000
Sludge Storage Volume:
Animal Type Capacity A * cu.ft. I -- ota
96—rsery
2,600
30
0.00
0
Finishing
0
135
0.00
0
Farrow to weanling
0
433
0.00
0
Farrow to feeder
0
522
0.00
0
Farrow to finish
01
1 A 171
0.001
0
Boars
0
400
0.000
0
Total Required Sludge Storage Volume (cu. ft.) = 0
Temporary Storage Volume:
Manure Production:
jAnimal Type a aci to. erio a s a= ota
arse
0
80
0.30
142,480
Finishing
0
180
1.37
0
Farrow to weanling
0
180
4.39
0
Farrow to feeder
0
180
5.30
0
Farrow to finish
1 01
1801
14.381
0
Boars
L 01
1801
4.061
0
Total Manure Production (gals.)= 142,480
Total Manure Production (cu.ft.)= 19,048
Excess Fresh Water:
Animal a Ca aci * Sto. Period * als a = Total
Nursery
2,600
180
0.00
0
Finishing
0
180
0.00
0
Farrow to weanling
0
180
0.00
0
Farrow to feeder
01
180
0.00
f0
Farrow to finish
01
180
0.00
0
Boars
0
1801
0.001
0
Total Fresh Water Excess (gals.) =
Total Fresh Water Excess (cu.ft.)=
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28458 [phone]

urower:
Address:
Coun
RT. 3 BOX 147B
ROSEBORO, NC 28382
CUMBERLAND COUNTY
Temporary Storage Volume: (Cont.
(910) 531— 4542
resigned by:
Checked By:
Date:
4of7
JNT
04/09/97
Rainfall in Excess of Evaporation:
Vol.= (Lagoon Surface Area + Additional Drainage Area) * Rainfall / 12in./ft
Vol. = (24387 sq.ft. + 0 sq.ft.) * 7 in. /12 in./ft.
Total Required Volume for Rainfall in Excess of Evap. (cu.ft.)= 14,226
Storm Storage:
Vol.= (Lagoon Surf. Area + Addt'I Drainage Area) * 25Yr./24Hr. Storm(in) / 12in./ft.
Vol.= (24387 sq.ft + 0 sq.ft.) * 7.0 in. /12 in./ft.
Total Required Volume for 25Yr.-24Hr. Storm Event (cu.ft)= 14,226
"Heavy Rain" Storage:
Vol.=(Lagoon Surf. Area + Addt'I Drainage Area) * "Heavy Rain" Factor (in) / 12in./ft.
Vol. = (24387 sq.ft + 0 sq.ft.) * 7.0 in. /12 in./ft.
Total Required Volume for'Heavy Rain' (cu.ft.) = 0
(for Extended Periods of Chronic Rainfall)
Additional Water Storage:
No Additional Water Storage is Required
Total Required Storm Storage
(25 Yr. / 24 Hr. Storm + "Heavy Rain") = 14,226 (CU.FT)
Total Required Temporary Storage
(Manure Prod. + Excess Fr. Water + Rainfall Excess) W 33,274 (CU.FT)
Total Required Permanent Storage
(Treatment + Sludge) = 78,000 (CU.FT)
TOTAL REQUIRED VOLUME = 125500 (CU.FT.)
Murphy Family Farms Engineerkrg P.O. Box 759, Rose Hill NC 28458 [phone]

Urower:
Address:
Countv:
RT. 3 BOX147B
ROSEBORO, NC
CUMBERLAND C
28382 (910) 531- 4542
LAGOON DESIGN SUMMARY
Checked By: JNT
Date: 04/09/97
Sheet 5 of 7
Top of Dike Elevation --------------------
Emergency Spillway Crest Elevation - - - - - - - - - - - - - -- - - - - -
Top of 25 yr/24 hr Storm Storage -------------------
Top of "Heavy Rain" Storage --------------------
Start Pump Elevation --------------------
End Pump Elevation -------------.------.-
Top of Sludge Storage ---------------------
Seasonal High Watertable Elev. --------------------
Finished Bottom Elevation --------------------
Inside Top Length --------------------
Inside Top Width -----------------_--
Side Slopes -------------------
Lagoon Surface Area -------------------
Min. Liner Thickness (if required) -------------------
Freeboard Depth ----------_.--------.
Temporary Storage Period -------------------
Zone Depths:
103.70 FT.
Not Applicable
102.70 FT.
Not Applicable
101.90 FT.
100.10 FT.
Not Applicable
96.30 FT.
93.70 FT.
Not Applicable
Not Applicable
3:1 H:V
24,387 SF
1.5 FT.
1.00 FT.
180 Days
TOTAL DESIGN VOLUME = 139917 (CU.FT.)
Treatment/ Sludge Storage Zone Depth - - - - - - - - - - - 6.4 FT.
Temporary Storage Zone Depth - -- -- - - - - - - -- - 1.8 FT.
Freeboard / Storm Storage Zone Depth - - - - - - - - - - - 1.8 FT,
Total Lagoon Depth - - - - - - - - - - -- 10.0 FT.
Murphy Pam* Farms Engineering P.O. Box 759, Rose Hill NC 28458 [phone]

Grower: SAM HOSKING #2 (BEAVER DAM)
Address: RT. 3 BOX 147E
ROSEBORO, NC 28382 [phone]
Designed By:
Checked By:
Date:
Sheet 6 cf 7
ZONE ELEVATIONS
TOP OF DIKE ELEV = 103.70
CHB -
JNT
04/09/97
/ 1 TOP OF STORM ELEV = 102.70 / 1
1 /
1 1
STRT PMP EL= 101.90 1 TOP OF TEMP STORAGE ELEV = 101.90 /
1 1
END PMP EL = 100.10 1 TOP OF TREAT ELEV = 100.10 / SHWT = 96.30
1 1
1 I
1 /
FINISHED BOTTOM ELEV = 93.70
Murphy Family Farms Engineering P.V. Box 759, Hose Hill NG 28458 [phone]

Grower: SAM HOSKING #2 (BEAVER DAM) Designed By: CHB
Address: RT. 3 BOX 147B Checked By: JNT
ROSEBORO, NC 28382 [phone] Date: 04/09/97
Countv; CUMBERLAND COUNTY Sheet 7 of 7
This livestock waste treatment lagoon is designed in accordance with the North Carolina
Natural Resources Conservation Service PRACTICE STANDARD 359— WASTE TREATMENT
LAGOON, revised prior to June, 1996.
Emergency Spillway:
An Emergency Spillway is not required.
NOTE: §pelatta ftd Waste Utilization Plan
.�`' y, CARP,
DESIGNED:
DATE:
S
COMMENTS: The la roo"h'liibeen desi ned as an irregular shape.
Actual contour areas taken from the lagoon design are used to calculate
the surface area and storage volume characteristics of the lagoon.
This approach insures that rainfall capture on the lagoon is fully
accounted for and that storage volumes calculated represent actual
conditions regardless of the shape.
Engineering P. O. Box 759, Rose Hill NC 28458
289-2111

-.-.i-. 1, y... r.. .- -..- .. - `--.--..-...-., ---. �..--- -•. -1 Iv
ADDRESS: RT. 3 BOX 147B CHECKED BY: JNT
ROSEBORO, NC 28382 (910) 531--4542 DATE: 04/09/97
COUNTY: CUMBERLAND COUNTY SHEET 1 OF 2
Emergency Action Plan
Using this outline as guidance, you should develop a specific emergency action plan for your
waste handling system.. This plan will be implemented in the event that wastes from your
operation are leaking, overflowing, or running off the site. You should NOT wait until wastes
reach surface water or leave your property to consider that you have a problem. You should
make every effort to ensure that this does not happen. This plan should be available to all
employees at the facility, as accidents, leaks, and breaks could happen at any time. Your
plan should follow this format:
1. Stop the -release of wastes. Depending on the situation, this may or may not be
possible. Suggested responses to problems are listed below:
A. Lagoon overflow —possible solutions are:
add soil to berm to temporarily increase elevation of dam —any permanent
alteration of the dam should be approved by a qualified professional engineer
or qualified technical specialist
pump wastes to field at an acceptable rate
stop all additional flow to the lagoon (waters) --hold waste in house if possible
call a pumping contractor
make sure no surface water is entering lagoon
NOTE: The above listed activitles should be started when your lagoon level has exceeded
the temporary storage level.
B. Runoff from waste application field —actions include:
immediately stop waste application
create a temporary diversion or berm to contain the waste on the field
Incorporate waste to reduce further runoff
C. Leakage from the waste distribution system:
pipes and sprinklers --actions include:
— stop recycle (flushing system) pump
— stop irrigation pump
— close valves to eliminate further discharge
— separate pipes to create an air gap and stop flow
flush system, houses, solids separators —actions include:
— stop recycle (flushing system) pump
— stop irrigation pump
— make sure no siphon effect has been created
— separate pipes to create an air gap and stop flow
D. Leakage from base or sidewall of lagoon. Often these are seepage as opposed to
flowing leaks —possible action*: _
dig a small well or ditch to catch all seepage,put in a submersible
pump, and pump back into lagoon
if holes are caused by burrowing animals, trap or remove animals and
fill holes and compact with a clayey soil
other holes may be likewise temporarily plugged with clay soil
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28458 [phone]

ADDRESS: RT. 3 BOX 147B CHECKED BY: JNT
ROSEBORO, .NC 28382 [phone] DATE: 04/09/97
COUNTY: CUMBERLAND COUNTY SHEET 2 OF 2
*Lagoon problems require the consultation of an individual experience in the
design and construction of lagoons for permanent repair measures.
2, Assess the extent of the spill and note any obvious damages.
A. Did the waste reach any surface water?
B. Approximately how much was released and for what duration?
C. Any damage noted, such as employee injury, fish kills, or property damage?
3. Contact appropriate agencies,
,q.,. During noral business hours, call your DE regional office, at
after hours, emergency number: . Your phone call should
include: your name, facility, telephone number, the details of incident from
Item 2 above, the exact location of the facility, and the location or direction
of movement of the spill, weather and wind conditions, what corrective
measures have been under taken, and the seriousness of the situation.
6,¢ If spill leaves, or is likely to leave, property or enters surface waters, call
local emergency management service (EMS)at .
CA. Instruct EMS to contact local Health Department.
.p„�. Contact local Soil and Water Conservation District Natural Resources Conservation
Service office at for advice/technical assistance.
for advice/technical assistance.
F, � Contact Murphy family Farms Land and Nutrient Manageent Departent at 910-
289-2111 for advice/technical assistance,
4. Implement procedures as advised by DEM and technical assistance agencies to rectify
the damage, repair the system, and reassess the waste management plan to keep
problems with release of wastes from happening again.
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28458 [phone]

ADDRESS: RT. 3 BOX 147E CHECKED BY: JNT
ROSEBORO, NC 28382 [phone] DATE: 04/09/97
COUNTY: CUMBERLAND COUNTY SHEET 2 OF 3
When areas of unsuitable material are encountered, they will be overexcavated below
finish grade to the specified depth as measured perpendicular to the finish grade. The
foundation shall be backfilled as specified to grade with a material approved by the
engineer or his representative.
REFER TO THE DRAWINGS FOR SPECIAL CONSIDERATIONS.
Soil liner material shall come from an approved borrow area. The minimum moisture
content of the liner material shall be optimum moisture content which relates to that
moisture content when the soil is kneaded in the hand it will form a ball which does not
readily separate. Water shall be added to borrow as necessary to insure proper moisture
content during placement of the liner. The moisture content of the liner material shall not
be less than optimum moisture content during placement. The maximum moisture
content relates to the soil material being too wet for efficient use of hauling equipment and
proper compaction. Proper compaction of the liner includes placement in 9 inch lifts and
compacted to at least 95 percent of the Standard Proctor Maximum Dry Density
(ASTM D698) of the liner material. When smooth or hard, the previous lift shall be scarified
and moistened as needed before placement of the next lift.
The single most important factor affecting the overall compacted permeability of a clay
liner, other than the type of clay, used for the liner, is the efficient construction processing
of the compacted liner. The sequence of equipment in an established pattern helps
assure uniformity In the entire placement and compaction process. For most clay soils, a
tamping or sheepsfoot roller Is the preferred type of compaction equipment.
In accordance with NRCS South National Technical Center (SNTC) Technical Note 716
(revised September 1993) the maximum allowable specific discharge of the liner is
1.0 x 10-s cm/sec. This specific discharge is dependant on the permeability of the .
liner material, the liner thickness, and the hydrostatic pressure on the liner. With the
minimum required liner thickness stated earlier and the maximum liquid depth in the
lagoon, the maximum permeability of the compacted liner is 1.25 x 10-6cm/sec. Upon
completion of the liner, undisturbed samples will be taken and tested for actual
permeability. Any permeability tests indicating a higher permeability than stated above
will be considered as failing. Failing tests will require recompaction of the liner material
and retesting.
For lagoons being built in soils which do not require clay lining the same permeability
requirements apply as for clay liners and testing of the in —situ material will be conducted.
During the excavation process, soils at the excavated surface are loosened as adjacent
material is being removed. As a result, the permeability of these surface soils is increased.
To insure proper compaction and minimum soil permeability, when lagoon excavation is
complete the inner side slopes and bottom shall be rolled thoroughly prior to testing.
Murphy Famlly Farms Engineering P.4. Box 759, Rose Hill NC 28458 [phone]

ADDRESS: RT. 3 BOX 147B
ROSEBORO, NC 28382 [phone]
COUNTY: CUMBERLAND COUNTY
CHECKED BY:
DATE:
JNT
04/09/97
OF 3
The soil liner shall be protected from scour produced by the discharge from waste outlet
pipes. This can be done by using some type of energy dissipator: concrete flumes,
concrete blocks laid tightly together, or using flexible pipe outlets on waste pipes.
Alternatives to soil liners are synthetic liners and bentonite sealant. When these are
specified, additional construction specifications are included with this Construction
Specification or are shown on the drawings.
CUTOFF TRENCH:
A cutoff trench shall be constructed under the embankment area when called for in the
notes on the drawings or as shown on a typical cross section on the drawings. The final
dimensions of the cutoff trench shall be determined by observation of the foundation
materials during construction.
VEGETATION:
All exposed embankment and other bare constructed areas shall be seeded to the
planned type of vegetation as soon as possible after construction according to the
seeding specifications, Topsoil, if available on site should be placed on areas of the dike
and pad to be seeded. Temporary seeding or mulch shall be used if recommended
permanent vegetation is out of season dates for seeding. Permanent vegetation should
be established as soon as possible during the next period of approved seeding dates.
REMOVAL OF EXISTING TILE DRAINS:
An observation trench shall be dug along the perimeter of the lagoon 25 feet outside the
proposed embankment toe to verify that no subsurface drain the lines are present in the
lagoon area. The trench shall be dug to a minimum depth of five feet and shall have a width
adequate to accommodate equipment used for backfill and compaction. Trench side
slopes shall be 1:1 or flatter. Trench backfill shall be compacted as stated in the
EXCAVATION AND EARTHFILL PLACEMENT section of the specification.
When tile drains are encountered, the the will be removed to a minimum of 25 feet beyond
the outside toe of slope of the dike. The the trench shall be backfiiled and compacted with,
material approved by the engineer or his representative. Tile drains that are removed
shall be either capped off or rerouted around the lagoon, as directed by the engineer or
his representative.
SAFETY AND HEALTH REQUIREMENTS:
All operations shall be carried out in a safe, skillful, and workmanlike manner. All safety and
health regulations shall be observed and appropriate personal safety and health measures
used at all times during construction.
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28458 (910) 289--2111

'E !
UHUVHtH: 5HM HUSKINU 9F;e (btAVtH UAM) Ut%.AUNtU bY: C;HB
ADDRESS: RT. 3 BOX 147E CHECKED BY: JNT
ROSEBORO, NC 28382 [phone] DATE: 04/09/97
COUNTY: CUMBERLAND COUNTY SHEET 1 OF 2
OPERATION AND MAINTENANCE PLAN
This lagoon is designed for waste treatment (permanent storage) and 180 days of
temporary storage. The time required for the planned fluid level (permanent and
temporary storage) to be reached may vary due to site conditions, weather, flushing
operations, and the amount of fresh water added to the system.
The designed temporary storage consists of 180 days of temporary storage for:
(1) manure production of animals, (2) excess fresh water storage, (3) rainfall in
excess of evaporation, (4) storage for the 25 year / 24 hour storm for the location,
(5) and, if applicable, an additional "heavy rain" storage volume for chronic rainfall
events. Allocation for any additional fresh water usage Is also included in the
temporary storage. The volume of waste generated from a given number of animals
will be fairly constant throughout the year, but excess rainfall will vary from year to year.
The 25 year rainfall will not be a factor to consider in an annual pumping cycle, but
this storage volume must always be available.
A staff gauge must be installed in the lagoon that indicates the start pumping and stop
pumping levels. The start pumping level is the maxium liquid level under normal operating
conditions. The stop pumping level is the minimum liquid level under normal
operation to maintain required treatment volume and depth. Pumping can be started
and stopped anywhere between these two elevations for operating convenience as site
conditions permit, such as weather, soils, crop, and equipment in order to apply waste
without runoff or leaching. However, it is recommended that the lagoon be kept
pumped down as much as possible.
Land application of wastewater is recognized as an acceptable method of disposal. .
Methods of application include solid set, center pivot, guns, and traveling guns. Care
should be taken when applying waste to prevent damage to crops.
The following Items are to be carried out:
1. It Is required that the treatment lagoon be precharged to one—half the treatent volume
or as otherwise specified on the lagoon design drawings before wastes are introduced,
The purpose is to prevent excessive odors during start—up. Precharging reduces the
concentration of the initial waste entering the lagoon thereby reducing odors. Solids should
be covered with effluent at all times. When precharging is complete, flush buildings with
recycled lagoon liquid. Fresh water should not be used for flushing after initial filling.
2. The attached Waste Utilization Plan shall be followed. The plan recommends
sampling and testing of waste before land application.
Murphy Family Farms Engineering P.0. Box 759, Rose Hill NC 28456 [phone]

.0 f
ADDRESS: RT. 3 BOX 147B CHECKED BY: JNT
ROSEBORO, NC 28382 [phone] DATE: 04/09/97
COUNTY: CUMBERLAND COUNTY SHEET 2 OF 2
3. Begin temporary storage pump —out of the lagoon when the fluid level reaches the
elevation 101.90 as marked by the staff gauge. Stop pump —out when the fluid level
reaches elevation 100.10. This temporary storage, less 25 year / 24 hour storm,
contains 35429 cubic feet or 265012 gallons.
4. The recommended maximum amount to apply per irrigation is one (1) inch and the
recommended maximum application rate is 0.3 inches per hour. Refer to the waste
utilization plan for further details.
5. Keep vegetation on the embankment and areas adjacent to the lagoon mowed
annually. Vegetation should be fertilized as needed to maintain a vigorous stand.
6. Repair any eroded or damaged areas and establish in vegetation.
7. All surface runoff is to be diverted from the lagoon to stable outlets.
8. Keep a minimum of 25 feet of grass vegetated buffer around waste utilization
fields adjacent to perennial streams. Waste will not be applied in open ditches,
Do not pump within 200 feet of a residence or within 100 feet of a well. Waste shall
be applied in a manner such that waste will not reach other property and public
rights —of —way.
9. The Clean Water Act of 1977 prohibits the discharge of pollutants into waters
of the United States. Waste shall not be discharged into surface waters, drainageways,
or wetlands by either discharge or by over —spraying. The Department of Environment,
Health, and Natural Resources, Division of Environmental Management,
has the responsibility for enforcing this law.
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28458 [phone]

1 'r 1
1
L3HUWth: JHM NUJtVIVI3 9F;e (bLAVtH UHM) LJLZAUNtU bT: C:Hb
ADDRESS: RT. 3 BOX 147B CHECKED BY: JNT
ROSEBORO, NC 28382 [phone] DATE: 04/09/97
COUNTY: CUMBERLAND COUNTY SHEET 1 OF 1
SEEDING SPECIFICATIONS
ACREAGE TO BE SEEDED: 2.0 ACRES
USE THE SEED MIXTURE INDICATED AS FOLLOWS:
120 LBS. FESCUE GRASS AT 60 LBS./ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 1 TO NOVEMBER 30
FEBRUARY 1 TO MARCH 30
60 LBS. RYE GRAIN AT 30 LBS./ACRE (NURSERY FOR FESCUE)
120 LBS. 'PENSACOLA' BAHIA GRASS AT 60 LBS./ACRE
(SEE FOOTNOTE NUMBER 1)
SEEDING DATES: MARCH 15 TO JUNE 15
16 LBS. HULLED COMMON BERMUDA GRASS AT 8 LBS./ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
20 LBS. UNHULLED COMMON BERMUDA GRASS AT 10 LBS./ACRE
SEEDING DATES: JANUARY 1 TO MARCH 30
80 LBS. RYE GRASS AT 40 LBS./ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
APPLY THE FOLLOWING:
2000 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE)
4 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
200 BALES OF SMALL GRAIN STRAW (100 BALES/ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE ALL
DISTURBED AREAS IMMEDIATELY AFTER EARTH MOVING IS COMPLETED.
APPLY LIME AND FERTILIZER THEN DISK TO PREPARE A 3 TO 4 INCH SMOOTH
SEEDBED. APPLY SEED ANDFIRM SEEDBED WITH A CULTIPACKER OR SIMILAR
DEVICE. APPLY MUCH AND SECURE WITH AN ANCHORING TOOL OR NETTING,
1. PENSACOLA BAHIA GRASS IS SLOWER TO ESTABLISH THAN COMMON
BERMUDA GRASS. WHEN USING BAHIA, IT IS RECOMMENDED THAT 8
LBS./ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER UNTIL
BAHIA GRASS IS ESTBLISHED.
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28456 [phone]

WRI41ir %7%9..
M TiJJ& PHY
FAMILY FARMS
August 29, 1996
Mr. John M. Ray, Jr., District Conservationist
USDA - National Resources Conservation Service
121 East Mountain Drive
Fayetteville, NC 28306
RE: Beaverdam Nursery #1 - 2600 Wean to Feeder
Dear Mr. Ray:
RECEIVED
JUL 14 2000
WATEht UWALI I Y apt; f ION
Non-Discharg,3 Permitting
Enclosed for your review is the completed Animal waste Management
Plan for the above referenced swine. farm. Specific items included
in this package are as follows:
- Location Map
- ASCS Tract Map
- Soil Investigation.Report
- Lagoon Design Spreadsheet
- Operation & Maintenance Plan for Lagoon
- Construction Specificatiorrs for Lagoon
- Site --.Seeding Requirements
- Site Plan"with Construction Details
It is my understanding that the Nutrient Utilization Plan for this
farm Mill be. developed for the grower by your office.
Please contact me at [phone], Ext. 4529 if you have any
questions concerning this package.
Sincerely,
9';L� E4&
Dave Elkin
Assistant Engineer
Enclosures
cc: File
Sam Hosking, (complete package)
Freddie Halso, MFF Construction Dept. (site plan only)
Bill Kenan, MFF Transportation Dept. (site plan only)
Post Office Box 759, Rose Hill, North Carolina 28458, (910) 289-211.1, FAX [phone]

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BORING / SAMPLING METHOD: j R�qG�,�,,, SIGNATURE:

Operator: --_____=--_----_=____----_-__=====Sam Hosking #1
County:== --=====--============----===== Cumberland
08/29/96
Dist.to nearest residence (other than owner):
ft.
sows farrow to finish):=== _-____-=
sows farrow to feeder): eder): _ - ----_---_=_ - _ _ _ _ _ _ >
head finishing only):=====
sows farrow to wean = = _
head wean to feeder ===__ _______-______=
2600
Ave. Live Weight for other operations (lbs.) = >
Storage volume for sludge accum. (cu. ft.):=>
Treatment Volume min. 1 cu. ft./lb.) = - = _ _ _ _>
1.0
25 Year - 24 Hour Rainfall (ln.)===_--___===>
7.0
Rainfall in excess of evaporation (in.) = M = = _ >
7.0
Will lagoon be designed as as irregular shape? (YIN), Y
Drainage area of buildings & lots (sq. ft.)=>
Volume of wash water (gallons/day)=====--===>
Temporary storage period (days) _ - - _ _ _ -- - - __ -- _>
180
Freeboard(ft.};==_-----____--_____________.
1.0
Side slopes (inside lagoon):===_-_____---____>
3.0 . 1
Inside top length(ft.):____________________>
200.0
Inside top width (ft.):==--_____-_____---_____:
120.0
Top of dike elevation
100.1
Bottom of lagoon elevation ft):==__----___>
89.6
Seasonal high water table(SHWT) elev. ft):=>
96.2
Total required volume:===-= _---___= 125048 cu. ft.
**TOTALVOLO.K.**
Actual design volume: = = = = == 137000 cu. ft.
109.56%
Stop pumping el.(> or = to 96.2 ft.SHWT)>
96.4
(> or = to 95.6 ft.Min.)
Required minimum treatment volume: 78000 cu. ft.
**TRMT. VOL O.K.**
Volume at stop. pumping elevation: 83786 cu. ft.
107.42%
Start pumping elev..-==_-- __--------- --=- 98.3.
Volume at start pumping :elevation1 1'19892 cu. ft.
Actual volume less 25yr-24hr,rain: 123000 cu. ft.
NOTE: Verify that temp. storage is adequate:
Req. volume to be pumped: ====> 33048 cu. ft. **TEMP. VOLO.K.**
Actual. volume to be pumped:==> 36106 cu. ft. 109.25%
25 Yr. Storm Storage: Required = 14000 cu. ft. **STORM STOR. O.K.**
Actual = 17108 cu. ft. 12220%
Storm Storage:
Top = 99.10 op of dike -- Freeboard)
Bottom = 98.30 Start Pump)
Storm Storage Volume by Prismoidal Method
Dims: > > Length Width
Top: 194.00 114.00 Area at top = 22116 cu. ft.
,Midsection: 191.60 111.60 Area at midsection = 21383 cu. ft.
Bottom: 189.20 109.20 Area at bottom = 20661 cu. ft.
Volume = 17108 cu. ft.

Operator: Sam Hosking #1
County:
Cumberland
Date: 08/29/96
Distance to nearest residence (other than owner):
0.0 feet
1. AVERAGE LIVE WEIGHT (ALW)
0 sows farrow to finish)
x
1417 lbs. —
0 lbs.0
sows farrow to feeder)
x
522 lbs.
0 lbs
0 head finishing only)
x
135 lbs. —
0 lbs
0 sows farrow to wean
x
433 lbs. —
0 lbs
2600 head wean to feeder
x
30 lbs. =
78,000.lbs
Describe other:
0 lbs
Total Average Live Weight — 78,000 lbs.
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 78,000 lbs. ALW x Treatment Volume(CF)/Ib. ALW
Treatment Volume(CF)/Ib. ALW = 1 CF/ib. ALW
Volume = 78,000 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0 cubic feet
4. TOTAL DESIGNED VOLUME
Inside top length (feet) ---------------------
200.0
Inside top width (feet)---------------------------
120.0
Top of dike elevation (feet)-----------------
100.1
Bottom of lagoon elevation (feet)--------------
89.6
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 3.0 194.0 114.0 .9.5
AREA OF TOP
LENGTH * WIDTH =
194.0 114.0
AREA OF BOTTOM
LENGTH * WIDTH =
137.0 57.0
AREA OF MIDSECTION
LENGTH * WIDTH * 4
165.5 85.5
22,116 (AREA OF TOP)
7,809 (AREA OF BOTTOM)
56,601 (AREA OF MIDSECTION * 4)
CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
22,116 56,601 7,809 1.6
Total Designed Volume Available 137000 Cubic Feet

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike
Length * Width=
200.0 120.0
Buildings (roof and lot water)
TOTAL DA
24,000 square feet
0 square feet
24,000 square feet
Design temporary storage period to be 180, days
5A. Volume of waste produced
Describe this area.
Feces & urine production In gal./day per 135 lb. ALW
Volume = 78000 lbs. ALW / 135 lbs. ALW * 1.37 gal/day * 180 days
Volume = 142480 gals. or 19048 cubic feet
5B. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume = 0 gallons / day' * 180 days°storage / 7.48 gallons per CF
Volume = 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 =
Volume = 7.0 in * DA / 12 Inches per foot
Volume = 14,000 cubic feet
5D. Volume of 25 year — 24 hour storm
Volume = 7.0 inches / 12 inches per foot * DA
Volume = 14,000 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 19,048 cubic feet
5B. 0 cubic feet
5C. 14,000 cubic feet
5D. 14,000 cubic feet
TOTAL 47,048 cubic feet
7.0 inches

6. SUMMARY
Temporary storage period = = = = = = = = == = = = = = = = = -.
Rainfall in excess of evaporation = = = = = = = = = = = >
25 year - 24 hour rainfall========
Freeboard= = === = = = == = == = ====
Side slopes==========================
Inside top length========
Inside top width================== - - - - - -
Top of dike devat1on=====================:
Bottom of lagoon elevation==================
Total required volume=====================
Actual design volume_____________________
Seasonal high watertable elevation (SHWT)===>
Stop pumping
Must be> or= to the SHWT eIev.==========>.
Must be > or = to min. req. treatment el. _>
Required minimum treatment volume= >
Volume at stop pumping elevation = = = >
Start pumping elev.======================
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall== >
Volume at start pumping elevation- >
Required volume to be pumped=
Actual volume planned to be pumped >
Min. thickness of soil liner when required==>
7. DESIGNED BY:
DATE:
NOTE: SEE ATTACHED
COMMENTS-
180 days
7.0 inches
7.0 inches
1.0 feet
3.0:1
200.0 -feet
120.0 feet
100.1 feet
89.6 feet
125,048 cu. ft.
137,000 cu. ft.
96.2 feet
96.4 feet
96.2 feet
95.6 feet
78,000 cu. ft.
83,786 cu. ft.
98.3 feet
123,000 cu. ft.
119,892 cu. ft.
33,048 cu. ft. *
36,106 cu. ft. *
1.5 feet
J004W, , t I I I I 111,, 4
,,F o%%A CA R
0
( ,F 0'V
SEAL
14966
Length and width used in the sereadsheet re resent equivalent
surface area to actual design to fully account for rainfall Wture.

PROJECT: Sam Hoskin
#1
.
(FILE: ST--vL-CK.WK9)
AEP NO.:
SHEET:
1
DESIGNED BY: Jennifer D13ona
DATE:
08/29/96
CHECKED BY.
DACE
LOCATION (DESCRIPTION:
STAGE
- AREA --
VOLUME MODEL.
ELEVATION
AREA
INCR. VOL.
CUMUL. VOL.
89.6
7,697
90.0
8,167
3,173
3,173
91.0
9,392
8,780
11,952
92.0
10,686
10,039
21,991
93.0
12,050
111368
33,359
94.0
13,484
12,767
46,126
95.0
14,987
14,238
66,382,
98.0
16,560
15,774
76,135
97.0
18,203
17,382
93,517
98.0
19,915
19,059
112,576
99.0
21,69.7
20,806
133,382
100.0
23,549
`'. 22,623
156,005
100.1 - '
."...23,738
2,364
158,369
END PUMP = = _ _ >1
96.40 1
FT 83,088
CU FT
83,088 CF
START PUMP = _ _ >
98.30
FT 118,818
CU FT
35,730 CF
FREEBOARD = _ _ >
99.10
FT 135,644
CU FT
16,826 CF

SHEET 1 OF 2
OPERATION AND MAINTENANCE PLAN
------------------------------
This lagoon is designed for waste treatment (permanent storage) and.
180 days of temporary storage. The time required for the planned
fluid level (permanent and temporary storage) to be reached may vary
due to site conditions, weather, flushing operations, and the amount
of fresh water added to the system.
The designed temporary storage consists of 180 days storage for:
(1) waste from animals and (2) excess rainfall after evaporation. Also
included is storage for the 25 year - 24 hour storm for the location.
The volume of waste generated from a given number of animals will be
fairly constant throughout the year and from year to year, but excess
rainfall will vary from year to year. The 25 year rainfall will not
be a factor to consider in an annual pumping cycle, but this storage
volume must always -be available.
A maximum elevation is determined in each design to begin
pumping and this is usually the outlet invert of pipe(s) from
building(s). If the outlet pipe is not installed at the elevation to
begin pumping, a permanent marker must be installed at this elevation
to indicate when pumping should begin. An elevation must be established
to stop pumping to maintain lagoon treatment depth.
Pumping can be started or stopped at any time between these two
elevations for operating convenience as site conditions permit, such as
weather, soils, crop, and equipment in order to apply waste without
runoff or leaching.
Land application of waste water is recognized as an acceptable
method of disposal._ Methods of application include solid set,
center pivot, guns, dfid-traveling gun irrigation. Care should be
taken when applying waste to prevent damage to crops.
The following items are to be carried out:
1. It is strongly recommended that the treatment lagoon be pre -
charged to 1/2 its capacity to prevent excessive odors during
start-up. Pre -charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids should be.
covered with effluent at all times. when precharging is complete,
flush buildings with recycled lagoon liquid. Fresh water should not
be used for flushing after initial filling.
2. The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see attachment)
before land application.
3. Begin temporary storage pump -out of the lagoon when fluid level
reaches the elevation 98.3 as marked by permanent marker. Stop pump -
out when the fluid level reaches elevation 96.4 . This temporary
storage, less 25 yr- 24 hr storm, contains 33048 cubic feet or
247200 gallons.

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

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

SHEET 2 OF 2
Soil liner material shall come from an approved borrow area. The
minimum water content of the liner material shall be optimum moisture
content which relates to that moisture content when the soil is kneaded
in the hand it will form a ball which does not readily separate. Water
shall be added to borrow as necessary to insure proper moisture content
during placement of the liner. The moisture content of the liner
material shall not be less than optimum water content during:placement.
The maximum water content relates to the soil material being too wet
for efficient use of hauling equipment and proper compaction. Proper
compaction of the liner includes placement in 9 inch lifts and
compacted to at least 90 percent of the maximum ASTM D698 Dry Unit
Weight of the liner material. When smooth or hard, the previous lift
shall be scarified and moistened as needed before placement of the next
lift.
The single most important factor affecting the overall compacted perme-
ability of a clay liner, other than the type of clay used for the
liner, is the efficient construction processing of the compacted liner.
The sequence of equipment use and the routing of equipment in an estab-
lished pattern helps assure uniformity in the whole placement and
compaction process. For most clay soils, a tamping or sheepsfoot
roller is the preferable type of compaction equipment.
The soil liner shall be protected from the discharge of waste outlet
pipes. This can be done by using some type of energy dissipator(rocks)
or using flexible outlets on waste pipes.
Alternatives to soil liners are synthetic liners and bentonite sealant.
When these are -specified, additional construction specifications are
included with this Construction Specification.
CUTOFF TRENCH:
--------------
A cutoff trench shall be constructed under the embankment area when
shown on a typical cross section in the plans. The final depth of the
cutoff trench shall be determined by observation of the foundation
materials.
VEGETATION:
All exposed embankment.and other bare constructed areas shall be seeded
to the planned type of vegetation as soon as possible after construc-
tion according to the seeding specifications. Topsoil should be placed
on areas of the dike and pad to be seeded. Temporary seeding or mulch
shall be used if the recommended permanent vegetation is out of season
dates for seeding. Permanent vegetation should be established as soon
as possible during the next period of approved seeding dates.
REMOVAL OF EXISTING TILE DRAINS
-------------------------------
When tile drains are encountered, the the will be removed to a minimum
of 10 feet beyond the outside toe of slope of the dike. The tile
trench shall be backfilled and compacted with good material such as
SC, CL, or CH.

SEEDING SPECIFICATIONS
----------------------
AREA TO BE SEEDED: 2.0-ACRES
USE THE SEED MIXTURE INDICATED AS FOLLOWS:
120.0 LBS. FESCUE GRASS AT 60 LBS./,ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 1 TO NOVEMBER 30
FEBRUARY 1 TO MARCH 30
60.0 LBS. RYE GRAIN AT 30 LBS./ACRE (NURSERY FOR FESCUE)
120.0 LBS. 'PENSACOLA' BAHIA GRASS AT 60 LBS./ACRE
(SEE FOOTNOTE NO. 1)
SEEDING DATES: MARCH 15 TO JUNE 15
16.0 LBS. HULLED COMMON BERMUDA GRASS AT 8 LBS./ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
20.0 LBS. UNHULLED COMMON BERMUDA GRASS AT 10 LBS./ACRE
SEEDING DATES: JANUARY 1 TO MARCH 30
80.0 LBS. RYE GRASS AT 40 LBS./ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
LBS.
APPLY THE FOLLOWING:
2000.0 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE)
4.0 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
200.0 BALES OF SMALL GRAIN STRAW (100 BALES/ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE
ALL DISTURBED AREA IMMEDIATELY AFTER EARTH MOVING IS COMPLETED.
APPLY LIME AND FERTILIZER THEN DISK TO PREPARE A 3 TO 4 INCH
SMOOTH SEEDBED. APPLY SEED AND FIRM SEEDBED WITH,A CULTIPACKER
OR SIMILAR EQUIPMENT. APPLY MULCH AND SECURE WITH A MULCH
ANCHORING TOOL OR NETTING.
1. PENSACOLA BAHIAGRASS IS SLOWER TO ESTABLISH THAN COMMON
BERMUDA GRASS. WHEN USING BAHIA, IT IS RECOMMENDED THAT 8
LBS./ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER
UNTIL BAHIAGRASS IS ESTABLISHED.

r i
State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
October 10, 2000
Lee A. Hosking
Beaverdam Nursery#1 & #2
4232 Beaver Dam Church Road
Roseboro NC 28382
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT ANo NATURAL RESOURCES
Subject: Application No. AWS260071
Additional Information Request
Beaverdam Nursery #I & #2
Animal Waste Operation
Cumberland County
Dear Lee Hosking:
The Non -Discharge Permitting Unit has completed a preliminary review of the subject application. Additional
information is required before we can continue our review. Please address the following by November 9, 2000:
The Irrigation Design submitted was not signed by an irrigation specialist. Please resubmit a
signed and dated irrigation design.
Please note that all WUP revisions must be signed and dated by both the owner and the technical
specialist. Please reference the subject permit application number when providing the requested information.
All information should be signed, sealed, and submitted in duplicate to my attention at the address below. The
information requested by this letter, must be submitted on or before November 9, 2000 or the Division will return
your application as incomplete in accordance with 15A N.C.A.C. 2H .0200 and your facility will be considered
to be operating without a permit.
Please be advised that operation of the subject animal waste management system without a valid permit is a
violation of North Carolina General Statute 143-215.1 and will subject you to the enforcement authority of the
Environmental Management Commission.
If you have any questions regarding this request, please call me at [phone], extension 502.
cerely,
l
e Homewood
Environmental Engineer
Non -Discharge Permitting Unit
cc: Fayetteville Regional Office, Water Quality
Permit File
1617 Mail Service Center, Raleigh NC 27699-1617 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

EXHIBIT D-5
IRRIGATION SYSTEM DESIGNER
Name: ��D . �� C\Z�eP
Company: f 5,-, ,-A �, Ea, r,, `f
Address: � 0)n _ 759 hole i I , rx k Id)
Phone: C�
REQUIRED DOCUMENTATION
The following details of design and materials must accompany all irrigation designs:
I. A scale drawing of the proposed irrigation system which includes hydrant locutions, travel lanes, pipeline routes, thrust block locations and buffer areas where applicable.
-2. Assumptions and computations for determining total dynamic head and horsepower requirements.
3. Computations used to determine all mainline and lateral pipe sizes.
4. Sources and/or calculations used for determining application rates.
5. Computations used to determine the size of thrust blacks and illustrations of all thrust block configurations required in the system.
6. Manufacturer's specifications for the irrigation pump, traveler and sprinkler(s).
7. Manufacturer's specifications for the irrigation pipe and/or USDA -MRCS standard for Irrigation Water Conveyance,
N.C. Field Office Technical Guide, Section IV, Practice Code 430-131].
8. The information required by this form are the minimum requirements. It is the responsibility of the designer to consider all relevant factors at a particular site and address them as
appropriate.
9, Irrigation pipes should not be installed in lagoon or storage pond embaaktnents without the approval of the designer. -
NOTE: A buffer strip 20 feet wide or wider must be maintained between (lie limits of the irrigation system and all perennial
streams and surface waters per NC Statutes.
i
MRCS, NC
NNE, 1996