310852_HISTORICAL_20171231

NUHTH CAHULINA
Department of Environmental Quaff

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PRODUCER
LOCATION
TELEPHONE
TYPE OPERATION:
Chris Drew
488 Blue Newkirk Rd.
Magnolia, NC 28453
[phone]
Wean - Feeder
Rcl OIL,,
r�D
zoos
NUMBER OF ANIMALS: 2600 APR o 2
(Design Capacity)
The waste from your animal facility must be land applied at a specified rate to prevent pollution
of surface and/or groundwater. The plant nutrients in the animal waste should be used to
reduce the amount of commercial fertilizer required for the crops in the fields where the waste is
to be applied. This waste utilization plan uses nitrogen as the limiting nutrient. Waste should be
analyzed before each application cycle. Annual soil tests are strongly encouraged so that all
plant nutrients can be balanced for realistic yields of the crop to be grown.
Several factors are important in implementing your waste utilization plan in order to maximize
the fertilizer value of the waste and to ensure that it is applied in an environmentally safe
manner. Always apply waste based on the needs of the crop to be grown and the nutrient
content of the waste. Do not apply more nitrogen than the crop can utilize. Soil types are
important as they have different infiltration rates, leaching potentials, cation exchange
capacities, and available water holding capacities. Normally waste shall not be applied to land
eroding at greater than 5 tons per acre per year. With special precautions, waste may be
applied to land eroding at up to 10 tons per year. Do not apply waste on saturated soils, when it
is raining, or when the surface is frozen. Either of these conditions may result in runoff to
surface waters which is not allowed under DEM regulations. Wind conditions should also be
considered to avoid drift and downwind odor problems. To maximize the value of nutrients for
crop production and to reduce the potential for pollution, the waste should be applied to a
growing crop or applied to bare ground not more than 30 days prior to planting. Injecting the
waste or disking will conserve nutrients and reduce odor problems.
The estimated acres needed to apply the animal waste is based on typical nutrient content for
this type of facility. Acreage requirements should be based on the waste analysis report from
your waste management facility. Attached you will find information on proper sampling
techniques, preparation, and transfer of waste samples to the lab for analysis.
This waste utilization plan, if carried out, meets the requirements for compliance with 15A NCAC
2H.0217 adopted by the Environmental Management Commission.
REC1;4V pD i DENR Qc Oa
Page 1 Aquifer . r
MAR 3 0 2009

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-��,�,,k��F <�; � � °� ���� •,w��x •�' WASTE UTILIZATIO.N�PLAN f� ���,��� �� �� � _��,�.� .} � -�;
Amount of Waste Produced Per Year (gallons, ft, tons, etc.)
2600 animals X 0.42 (tons) wastelanimallyear = 1,092.0 (tons) waste/year.
Amount of Plant Available Nitrogen (PAN) Produced Per Year
2600 animals X 0.48 lbs. PAN/animal/year = 1,248.0 Ibs. PAN/year. (PAN from N.C.
Guide Std. 633) Tech
Applying the above amount of waste is a big job. You should plan time and have appropriate
equipment to apply the waste in a timely manner
The following acreage will be deeded 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. Toe Per Acre Utilized Application
T873
1
NoB
Bemuda(Gj
260
1.76
457.6
March - Sept
T873
2
NoB
Bermuda G
260
1.61
418.6
March - Sept.
4
NoB
Bermuda G
260
2.31
600.6
March - Sept.
T873
3*
NoB
Row Crops
5.56
OPTIONAL
T873
3
NoB
Soybeans
120
5.56
May - October
T873
3
NoB
Corn
125
5.56
March - July
T873
3
NoB
Small Grain
50
5.56
Sept - April
T873
1,2,4
Nob
Small Grain
50
5.68
Sept - April
TOTAL I 11.241 1,276.2U I
*This N is from animal waste only. If nutrients from other sources such as commercial fertilizer are
applied, they must be accounted for. N must be based on realistic yield expectation.
NOTE. The applicator is cautioned that P and K may be over applied while meeting the N
requirements. Beginning in 1996 the Coastal Zone Management Act will require farmers in some
eastern counties of North Caroline to have a nutrient management plan that addresses all nutrients.
This plan only addresses Nitrogen.
Page 2

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�''Pp►STE,UTILIZAT4N ,s.. -- b
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
A. Type Per Acre* Itilized •..
* See footnote for Table 1.
Totals from above Tables
Acres Lbs. N
Utilized
Table 1
11.24
1,276.20
Table 2
Total
11.24
1,276.20
Amount of N Produced
1,248.00
Surplus or Deficit
28.20
NOTE: The Waste Utilization Plan must contain provisions for periodic land application of sludge at
agronomic rates. The sludge will be nutrient rich and will require precautionary measures to prevent over
application of nutrient or other elements.
Page 3

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.)
1,2
NoB
Bermuda
0.5
0,75
3,4
NoB
Row crops
0.4
0.75
THIS TABLE IS NOT NEEDED IF WASTE IS NOT BEING APPLIED BY IRRIGATION, HOWEVER A SIMILAR TABLE
WILL BE NEEDED FOR DRY LITTER OR SLURRY.
Your facility is designed for 180 days of temporary storage and the temporary storage
must be removed on the average of once every 6 MONTHS. In no instance should the volume
of waste being stored in your structure exceed Elevation `see lagoon design.
Call the local Natural Resources Conservation Service (formerly Soil Conservation Service) or
Soil and- Water Conservation District office after you receive the waste analysis report for
assistance in determining the amount per acre to apply and the proper application rate prior to
applying the waste.
Narrative of operation:
Acres shown are irrigated acres.
Page 4

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REQUIRED SPECIFICATIONS
Animal waste shall not reach surface waters of the state by runoff, drift, manmade
conveyances, direct application, or direct discharge during operation or land application.
Any discharge of waste which reaches surface water is prohibited.
2 There must be documentation in the design folder that the producer either owns or has an
agreement for use of adequate land on which to properly apply the waste. If the producer
does not own adequate land to properly dispose of waste, he/she shall provide a copy of
an agreement with a landowner who is within a reasonable proximity, allowing him/her the
use of the land for waste application. It is the responsibility of the owner of the facility to
secure an update of the Waste Utilization Plan when there is a change in the operation,
increase in the number of animals, method of utilization, or available land.
3 Animal waste shall be applied to meet, but not exceed, the nitrogen needs for realistic crop
yields based on soil type, available moisture, historical data, climatic conditions, and level
of management, unless there are regulations that restrict the rate of application for other
nutrients.
4 Animal waste shall be applied to land eroding less than 5 tons per acre per year. Waste
may be applied to land that is eroding at 5 or more tons, but less than 90 tons per acre per
year providing grass filter strips are installed where runoff leaves the field. (See FOTG
Standard 393 - Filter Strip).
5 Odors can be reduced by injecting the waste or disking after waste application. Waste
should not be applied when there is danger of drift from the irrigation field.
6 When animal waste is to be applied on acres subject to flooding, it will be soil incorporated
on conventionally tilled cropland. When applied to conservation tilled crops or grassland,
the waste may be broadcast provided the application does not occur during a season
prone to flooding. (See "Weather and Climate in North Carolina" for guidance.)
7 Liquid waste shall be applied at rates not to exceed the soil infiltration rate such that runoff
does not occur offsite or to surface waters and in a method which does not cause drift from
the site during application. No ponding should occur in order to control odor or flies.
8 Animal waste shall not be applied to saturated soils, during rainfall events, or when the
surface is frozen.
Page 5

REQUIRED SPECIFICATIONS
(continued)
9 Animal waste shall be applied on actively growing crops in such a manner that the crop is
not covered with waste to a depth that would inhibit growth. The potential for salt damage
from animal waste should also be considered.
10 Waste nutrients shall not be applied in fall or winter for spring planted crops on soils with a
high potential for leaching. Waste nutrient loading rates on these soils should be held to a
minimum and a suitable winter cover crop planted to take up released nutrients. Waste
shall not be applied more than 30 days prior to planting of the crop or forages breaking
dormancy.
11 Any new swine facility sited on or after October 1, 1995 shall comply with the following:
The outer perimeter of the land area onto which waste is applied from a lagoon that is a
component of a swine farm shall be at least 50 feet from any residential property boundary
and from any perennial stream or river (other than an irrigation ditch or canal. Animal
waste other than swine waste from facilities sited on or after October 1, 1995), shall not be
applied closer than 25 feet to perennial waters. (See Standard 393 - Filter Strips).
12 Animal waste shall not be applied closer than 100 feet to wells.
13 Animal waste shall not be applied closer than 200 feet of dwellings other than those owned
by the landowner.
14 Waste shall be applied in a manner not to reach other property and public right-of-ways.
15 Animal waste shall not be discharged into surface waters, drainageways, or wetlands by
discharge or by over -spraying. Animal waste may be applied to prior converted wetlands
provided they have been approved as a land application site by a "technical specialist".
Animal waste shall not be applied on grassed waterways that discharge directly into water
courses, and on other grassed waterways, waste shall be applied at agronomic rates in a
manner that courses no runoff or drift from the site.
16 Domestic and industrial waste from washdown facilities, showers, toilets, sinks, etc., shall
not be discharged into the animal waste management system.
Page 6

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x .r WASTESUT LIZA. ION PLAN k
--
REQUIRED SPECIFICATIONS
(continued)
17 If animal production at the facility is to be suspended or terminated, the owner is
responsible for obtaining and implementing a "closure plan" which will eliminate the
possibility of an illegal discharge, pollution and erosion.
18 Waste handling structures, piping pumps, reels, etc., should be inspected on a regular
basis to prevent breakdowns, leaks and spills. A regular maintenance checklist should be
kept on site.
19 Animal waste can be used in a rotation that includes vegetables and other crops for direct
human consumption. However, if animal waste is used on crops for direct human
consumption it should only be applied propellant with no further applications animal waste
during the crop season.
20 Highly visible markers shall be installed to mark the top and bottom elevations of the
temporary storage (pumping volume) of all waste treatment lagoons. Pumping shall be
managed to maintain the liquid level between the markers. A marker will be required to
mark the maximum storage volume for waste storage ponds.
21 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. Zinc and copper levels in the soil shall be monitored and alternative crop sites
shall be used when these metal approach excessive levels. pH shall be adjusted for
optimum crop production and maintained. Soil and waste analysis records shall be kept
for five years. Poultry dry waste application records shall be maintained for three (3)
years. Waste application records for all other waste shall be maintained for five (5) years.
22 Dead animals will be disposed of in a manner that meets North Carolina regulations.
Page 7

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Y �' WASTEUTILIZATI4N§PLAN=- t
WASTE UTILIZATION PLAN AGREEMENT
Name of Farm: Chris Drew
Owner / Manager Agreement
I (we) understand and will follow and implement the specifications and the operation and
maintenance procedures established in the approved animal waste utilization plan for the
farm named above. I (we) know that any expansion to the existing design capacity of the
waste treatment and storage system or construction of new facilities will require a new
certification to be submitted to the Division of Environment Management (DEM) before the
new animals are stocked. I (we) also understand that there must be no discharge of
animal waste from this system to surface waters of the state from a storm event less
severe than the 25-year, 24-hour storm. The approved plan will be filed on -site at the farm
office and at the office of the local Soil and Water Conservation District and will be
available for review by DEM upon request.
Name of Facility Owner: Chris Drew
(Please print)
Signature: "��A
f Date:
Name of Manager (If different from owner):
Signature:
Date:
Name of Technical Specialist: (Please pint) Kraig A. Westerbeek
Affiliation: Murphy Family Farms
Address (Agency): P.O. Box 759
Rose Hill, NC 28458
Signature:
Date:
Page 8

2 WjASTE 3L1TILlZAT14N. Pi.�1N {' `2
ANIMAL WASTE UTILIZATION 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 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 needed 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)
Page 9

6
" WASTEUTILIZAe IONSPLAN {�
Table 1: ACRES OWNED BY PRODUCER
Tract Field Soil Crop Lbs. N Acres Lbs. N Month of
# No. Tvne Per Acre* Utilized ADDlication
TOTAL
Page 10

Upon abandonment or depopulation for a period of four years or more, the Permittee must submit
documentation to the Division demonstrating that all current NRCS standards. are met prior to restocking
of the facility.
Per NRCS standards a 100 foot separation shall be maintained between water supply wells and any
lagoon or any wetted area of a spray field.
Please be advised that any violation of the terms and conditions specified in this COC, the General Permit
or the CAWMP may result in the revocation of this COC, or penalties in accordance with NCGS 143-
215.6A through 143-215.6C including civil penalties, criminal penalties, and injunctive relief.
If you wish to continue the activity permitted under the General Permit after the expiration date of the
General Permit, an application for renewal must be filed at least 180 days prior to expiration.
This COC is not automatically transferable. A namelownership change application must be submitted to
the Division prior to a name change or change in ownership.
If any parts, requirements, or limitations contained in this COC are unacceptable, you have the right to
apply for an individual permit by contacting the staff member listed below for information on this
process. Unless such a request is made within 30 days, this COC shall be final and binding.
This facility is located in a county covered by our Wilmington Regional Office. The Regional Office
Water Quality Staff maybe 'readied 'at -[phone]. If you need additional information concerning
this COC or the General Permit, please contact Michelle Barnett at [phone] ext. 544.
Sincerely,
for Alan W. Klimek, P.E.
Enclosures (General Permit AWG100000)
M. (Certificate of Coverage only for all cc's)�
Wilmington Regional Office, Water Quality Section
Duplin County Health Department
Duplin County Soil and Water Conservation District
Permit File AWS310852
NDPU Files

Chris Drew
Chris Drew Nursery
488 Blue NewKirk Road
Magnolia NC 28453
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P. E., Director
Division of Water Quality
May 1, 2003
Subject: Certificate of Coverage No. AWS310852
Chris Drew Nursery
Swine Waste Collection, Treatment,
Storage and Application System
Duplin County
Dear Chris Drew:
On April 28, 2003, the North Carolina General Assembly ratified Senate Bill 733 which directs the
Division of Water Quality'(Division) to extend the expiration date of the Swine Waste Operation General
Permit AWG 100000. Therefore, the General Permit has been re -issued by the Division to extend the
expiration date to October I, 2004. During the period of this extension the Division will be working with
all interested parties on the development of a new version of the Non -Discharge General Permit.
In accordance with your application received on March 10, 2003 and in accordance with the directive of
Senate Bill 733, we are hereby forwarding to you this Certificate of Coverage (COC) issued to Chris
Drew, 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 AWS310852 which expired on April 30, 2003.
This approval shall consist of the operation of this system including, but not limited to, the management
of animal waste from the Chris Drew Nursery,. located in. Duplin_County,-with- an -animal -capacity.of.no.
greater than an annual average of 2600 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 urmeccessary,
they may be replaced by an equivalent number of sows. Any of the sows may be replaced by gilts at a
rate of 4 gilts for every 3 sows
The COC shall be effective from the date of issuance until October 1, 2004. Pursuant to this 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.
If your Waste Utilization Plan has been developed based on site specific information, careful evaluation
of future samples is necessary. Should your records show that the current Waste Utilization Plan is
inaccurate you will need to have a new Waste Utilization Plan developed.
The issuance of this COC does not excuse the Permittee from the obligation to comply with all applicable
laws, rules, standards, and ordinances (local, state, and federal), nor does issuance of a COC to operate
under this permit convey any property rights in either real or personal property. ` NAW
�El�lR
Non -Discharge Permitting Unit
1617 Mail Service Center, Raleigh, NC 27699-1617
Internet httpl/h2o.enr.state.ne.us/ndpu
Telephone [phone] Fax [phone]
Telephone [phone]
50% recycled/10% post -consumer paper
Customer Service Center
An Equal Opportunity Action Employer

PRODUCER: Chris Drew
LOCATION: 488 Blue Newkirk Rd.
Magnolia, NC 28453
TELEPHONE- [phone]
TYPE OPERATION: Wean - Feeder
NUMBER OF ANIMALS: 2600
(Design Capacity)
The waste from your animal facility must be land applied at a specified rate to prevent pollution
of surface and/or groundwater. The plant nutrients in the animal waste should be used to
reduce the amount of commercial fertilizer required for the crops in the fields where the waste is
to be applied. This waste utilization plan uses nitrogen as the limiting nutrient Waste should be
analyzed before each application cycle. Annual soil tests are strongly encouraged so that all
plant nutrients can be balanced for realistic yields of the crop to be grown.
Several factors are important in implementing your waste utilization plan in order to maximize .
the fertilizer value of the waste and to ensure that it is applied in an environmentally safe
manner. Always apply waste based on the needs of the crop to be grown and the nutrient
content of the waste. Do not apply more nitrogen than the crop can utilize. Soil types. are
important as they have different infiltration rates, leaching potentials, cation exchange
capacities, and available water holding capacities. Normally waste shall not be applied to land
eroding at greater than 5 tons per acre per year. With special precautions, waste may be
.applied to land eroding at up to 10 tons per year. Do not apply waste on saturated soils, when it
is raining, or when the surface is frozen. Either of these conditions may result . in runoff to
surface waters which is not allowed under DEM regulations. Wind conditions should also be
considered to avoid drift and downwind odor problems. To maximize the value of nutrients for
crop production and to reduce the potential for pollution, the waste should be applied to a
growing crop or applied to bare ground not more than 30 days prior to planting. Injecting the
waste or disking will conserve nutrients and reduce odor problems.
The estimated acres needed to apply the animal waste isbased on typical nutrient content for
this type of facility. Acreage requirements should be based on the waste analysis report from
your waste management facility. Attached. you will find information. on proper sampling.
techniques, preparation, and transfer of waste samples to the lab for analysis..
This waste utilization plan, if carried out, meets the requirements for compliance with 15A NCAC
-2H.0217 adopted by the Environmental Management Commission.
Page 1

4
OrP'CSo�+
2fi44 animals X = (tons) wastelanimallyear = 1,092.0 (tons) waste/year.
Amount of Plant Available Nitrogen (PAN) Produced Per Year
2= animals X QAR lbs. PAN/animal/year = 1,248.0 lbs. PAN/year. (PAN from N.C.
Guide Std. 633) Tech
Applying the above amount of waste is a big job. You should plan time and have appropriate
equipment to apply the waste in a timely manner
The following acreage will be needed for waste application based on the crop to be grown and
surface application:
Table 1: ACRES OWNED BY PRODUCER
Tract Field Soil Crop Lbs. N Acres Lbs. N Month of
# No. TvDe Per Acre Utilized Application
T873
1
NoB
Bermuda G
260
1.76
457.6
March - Sept.
T873
2
NoB
Bermuda G
260
1.61
418.6
March - Sept
T873
3*
NoB
Row Crops
6.59
T873
4*
NoB
Row Crops
2.31
*these fields in a gop rotation
GROWER REQUIRED TO HAVE THE FOLLOWING
A EBER
MINIMUM ACRES
OF ANY CROP LISTED
T873
3A
NoB
Com
125
3.50
438
AW - A*
T873
3A
NoB
Small Grain
50
8.00
400
Sept -April
3 —4,
110
-5 -T
tt
dbcr
�Cl
r D.
56
s +- A r.
TOTAL 12.27 1,276.20 "IF 8MALLGRAIN
IS USED.
*This N Is from animal waste only. If nutrients from other sources such as commercial fertilizer are
applied, they must be accounted for. N must be based on realisticyleld expectation.
DOTE: The applicator Is cautioned that P and K may be over applied while meeting the N
equirwments. Beginning in 1996 the Coastal Zone Management Act will require farmers in some
Pastern countries of North .Caroline to have a nutrient management plan that addresses all nutrients.
this plan only addresses Nitrogen.
Page 2

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 1
12.27
1,276.20
Table 2
Total
12.27
1,276.20
Amount of N Produced
1,248.00
Surplus or Deficit
28.20
VOTE. The Waste Utilhation Plan must contain provisions for periodic land application of sludge at
igronomic rates. The sludge r071 be nutrient rich and will require precautionary measures to prevent over
ipplicadon of nutrient or other elements.
Page 3
N

See attached map showing the flelds to be used for the utilization of waste water.
Application of Waste by Irrigation
Field Sol Type Crop Application Application
No. Rate InIHr Amount In.
1,2
NoB
Bermuda
0.5
0.75
3,4 J
NoB
Row crops
0.4
0.75
THIS TABLE IS NOT NEEDED IF WASTE IS NOT BEING APPLIED BY IRRIGATION, HOWEVER A SIMILAR TABLE
WILL BE NEEDED FOR DRY LITTER OR SLURRY.
Your facility is designed for 1$0 days of temporary storage and the temporary storage
must be removed on the average of once every fa MONTHS. In no instance should the volume
of waste being stored in your structure exceed Elevation .
Call the local Natural Resources Conservation Service (formerly Soil Conservation Service) or
Soil and Water Conservation Distrid 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:
Acres shown are irrigated acres. In the crop rotation, grower is only required to have the
minimum acres of one of the crops listed per year.
Page 4

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 wit be soil incorporated
on conventionally tilled cropland. When applied to conservation tilled crops or grassland,
the waste may be broadcast provided the application does not occur during a season
prone to flooding. (See "Weather and Climate in North Carolina" for guidance.)
7 Liquid waste shall be applied at rates not to exceed the soil infiltration rate such that runoff
does not occur offsite or to surface waters and in a method which does not cause drift
from the site during application. No ponding should occur in order to control odor or flies.
8 Animal waste shall not be applied to saturated soils, during rainfall events, or when the
surface is frozen_
Page 5

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 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 farm shall be at least 50 feet from any residential property boundary
and from any perennial stream or river (other than an irrigation ditch or canal. Animal
waste other than swine waste from facilities sited on or after October 1, 1995), shall not be
applied closer than 25 feet to perennial waters. (See Standard 393 - Filter Strips).
12 Animal waste shall not be applied closer than 100 feet to wells.
13 Animal waste shall not be applied closer than 200 feet of dwellings other than those
owned by the landowner.
14 Waste shall be applied in a manner not to reach other property and public right-of-ways.
15 Animal waste shall not be discharged into surface waters, drainageways, or wetlands by
discharge or by over -spraying. Animal waste may be applied to prior converted wetlands
provided they have been approved as a land application site by a "technical specialist°.
Animal waste shall not be applied on grassed waterways that discharge directly into water
courses, and on other grassed waterways, waste shall be applied at agronomic rates in a
manner that courses no runoff or drift from the site.
16 Domestic and industrial waste from washdown facilities, showers, toilets, sinks, etc., shall
not be discharged into the animal waste management system.
Page 6

REQUIRED SPECIFICATIONS
(continued)
W7 If animal production at the facility is to be suspended or terminated, the owner is
responsible for obtaining and implementing a "closure plan" which wilt eliminate the
possibility of an illegal discharge, pollution and erosion.
18 Waste handling structures, piping pumps, reels, etc., should be inspected on a regular
basis to prevent breakdowns, leaks and spills. A regular maintenance checklist should be
kept on site.
19 Animal waste can be used in a rotation that includes vegetables and other crops for direct
human consumption. However, if animal waste is used on cis for direct human
consumption it should only be applied propellant with no further applications animal waste
during the crop season.
20 Highly visible markers shall be installed to mark the top and bottom elevations of the
temporary storage (pumping volume) of all waste treatment lagoons. Pumping shall be
managed to maintain the liquid level between the markers. A marker will be required to
mark the maximum storage volume for waste storage ponds_
21 Waste shall be tested within 69 days of utilization and sold shall be tested at least annually
at crop sites where waste products are applied. Nitrogen shall be the rate -determining
element. Zinc and copper levels in the soil shall be monitored and alternative crop sites
shall be used when these metal approach excessive levels. pH shall be adjusted for
optimum crop production and maintained. Soil and waste analysis records shall be kept
for five years. Poultry dry waste application records shall be maintained for three (3)
years. Waste application records for all other waste shall be maintained for Five (5) years.
22 Dead animals will be disposed of in a manner that meets North Carolina regulations.
Page 7

Name of Farm: Chris Drew
Owner/ Manager Agreement
I (we) understand and will follow and implement the specifications and the operation and
maintenance procedures established in the approved animal waste utilization plan for the
farm named above. I (we) know that any expansion to the existing design capacity of the
waste treatment and storage system or construction of new facilities will require a new
certification to be submitted to the Division of Environment Management (DEM) before the
new animals are stocked. I (we) also understand that there must be no discharge of
animal waste from this system to surface waters of the state from a storm event less
severe than the 25-year, 24-hour stoma. 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: Chris Drew
(Please print)
Signature: Date:
Name of Manager (If different from owner):
Signature: Date:
Name of Technical Specialist: (Please print) Kraig A. Westerbeek
Affiliation: Murphy Family Farms
Address (Agency):
Signature:
P.O. Box 759
Rose Hill, NC 28458
3110101
fir•

Lan downer/Opere t or Name:
Address:
Telephone:
TABLE I - Field Specifications
HMGATION SYSTEM DESIGN PARAMETERS
r' r
County: O w-t:J i t
Date, Jr �� a %
Midi
Number.(acres)
Approximate
Maximum
Ulcable Size
ofFletd2
Sop Type
Slope
°h
Cro a
Maximum
AppIlcallon
Rote3
ln/!�r(lnelies)
Maximum .
Appticatlon'•
per Irrigatlon
Cyc1e3•
Conuueola
1. (o
m
Lase-e , nA a
�
e. r v. C . (%,
3
CAP s
.Ll
.y
ix ydb
I
1See attached map.
2Total field acreage minus required buffer areas.
311efer to N. C. Irrigation Guide, Field Office Tecluiical Guide, Section II G. Aiuival application must not exceed the agronomic rates for the soil raid crop used.
MRCS, NC
RJNE, 1996

11
TABLE 2 - Traveling irrigation Gun Settings
Make, Model and Type of Equipment: � � t � 2 3 �� -�� ,�� F �, 0,-, u e- L. a� tee. .
Field Nol Travel
and Speed
II drant Not (1Vm1n)
Application
Rate
iu/ttr
TRAVEL LANE
Effective Effective
Width n Length 11
Wetted
Diameter
feel
EQUIPMENT SETTINGS
Nozzle Operating Operating
Diameter Pressure Pressure Are
inches t Gun(psi) Reel si Pultcm3 Comments
y
1P.3D
sS a.
-7
T -'7(.
,$1
a
7
T c�
Li
.37
1 Pia
50 0
P 3 0
.' 1
5
7-7
-to
5
1e1
aY�
��
7Q r
e4.5
3B
lf. 1
(63 o
330
1,2
F'07
1 See attached map.
-2S1tow 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.
NRCS, NC
NNE, 1996

TABLE 4 - Irrigation System Specifications
Traveling
Irrl ation Gu6
Solid Set
Irrigation
Flow Rate of Sprinkler (gpm)
:0 0
Aerating Pressure at Pump (psi)
�j(o
Design Precipitation Rate (inlhr)
+ ��
Hose Length (feet)
xXxXxxxx
Typo of Speed Compensnllon
`y��, f�,Cq
xxxxxxxx
Pump Type (PTO, Engine, Electric)'
Pump Power Requirement (hp)
TABLE 5 - Thrust Block Specificationst
Designer may provide thrust block detalis on separate sheet.
LOCATION
THRUST BLOCK
AREA (sq. ft.
900 Band
Dead End
a
Tee
ISee USDA -MRCS Field Office Teclu ical Guide, Section IV, Practice Code 430-DD,
EXHIBIT D-,
MRCS, NC
NNE, 1996

IRRIGATION SYSTEM DESIGNED
Name: 4r-Cr t ln.J e 5
Company: A LA V Farm
Address: PO & 7 a,5� _�-�; i �lnL� ��aSiS
Phone: G 10 a g ol chi 1 i
REQUIRED DOCUMENTATION
The following details of design and materials must accompany all irrigation designs
EX!iBIT D-S
jJb
1. A scale drawing of the proposed irrigation system which includes hydrant locations, travel lades, pipeline routes, lluusl 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 or thrust blocks and illustrations of all lluust block configurations required in tic system,
6. Manufacturer's specifications for the irrigation pump, traveler and sprinkler(s).
7. Manufacturer's specifications for the irrigation pipe and/or USDA-NRCS standard for irrigation Water Conveyance,
N.C, field Office Technical Guide, Section IV, Practice Code 430-DD.
8. The information required by this form are the minimum requirements. It is (lie 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 _50 feet wide or wider must be maintained between the limits of the irrigation system and all perennial
streams and surface waters per NC Statutes.
MRCS, NC
311NE, 1996

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 designer/supplier.
Include procedures such as start-up, shut -down, winterization and regular maintenance of all equipment.
51
iiid
«lLWii
l
NRCS, NC
DUNE, 1996
NRCS, NC
DUNE, 1996

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
Michael F. Easley, Governor
William G. Ross Jr., Secretary
Gregory J. Thorpe, Ph.D., Acting
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
CHRIs DREW
488 BLUE NEWKIRK ROAD
MAGNOLIA NC 28453
Dear Chris Drew:
ECEIVED
Nov 19 2001
BY:
Director
f
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
November 15, 2001
Subject: Notice of Violation and Revocation for Nonpayment
Chris Drew Nursery
Permit Number: AWS310852
Duplin County
In accordance with North Carolina General Statute 143-215.1OG, all animal operations who receive an animal
waste management system permit will be charged in each year of the term an annual permit fee. Annual permit fees are
billed following the issuance of the permit and then annually thereafter on the anniversary of that date. Your animal waste
management system permit was issued on 7/3/1997.
Your annual permit fee for the period of 7/3/2001 - 7/2/2002 is $50.00. Your payment was due 9/12/2001.
Because this fee was not fully paid within 30 days after being billed, this letter initiates action to revoke the subject permit,
pursuant to 15 NCAC 2H .0205 (c) (4). and G.S. 143-215.1 (b) (3).
Effective 60 days from receipt of this notice, the subject permit is hereby revoked unless the required Annual
Animal Waste Management System Permit fee for your animal operation is received within that time. Operation of an
animal waste management system without a valid permit is a violation of North Carolina General Statute 143-215.1 and is
subject to the assessment of a civil penalty of up to $10,000 per day. Your payment should be sent to:
N.C. Department of Environment and Natural Resources
Division of Water Quality
Budget Office
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
If you have any questions, please contact Fran McPherson at [phone] ext. 210.
Sin
r Thorpe, D.
cc: Non -Discharge Branch Compliance/Enforcement Unit
Wilmington Regional Office
Duplin County Health Department
Permit File
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled / 10% post -consumer paper

State of North Carolina
Department of Environs
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Govel
Bill Holman, Secretary -
Kerr T. Stevens, Director
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
Chris Drew
Chris Drew Nursery
488 Blue NewKirk Road
Magnolia NC 28453
Dear Chris Drew:
EIVED
FEB 0 3 2000
1 � �
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
January 24, 2000
Subject: Conditional Approval
Animal Waste Management System
Facility Number 31-852
Duplin County
Our records indicate that your facility was conditionally certified in order to fulfill the requirements
of completion of your Certified Animal Waste Management Plan Certification. This letter is to inform you
of your unresolved conditional approval status. Any facility receiving a conditional approval must notify
Division of Water Quality (DWQ) in writing within 15 days after the date that the work needed to resolve the
conditional certification has been completed. Any failure to notify DWQ as required, subjects the owner to
an enforcement action. As of December 6, 1999, we have no record of any information from you, advising
us of the status of your conditional approval. Therefore, please fill out the attached form and have your
technical specialist and landowner sign the form in the appropriate areas.
The completed form must be submitted to this office on or before 45 days of receipt of this letter"
Please be advised that nothing in this letter should be taken as removing from you the responsibility or liability
for failure to provide DWQ with proper notification of your conditional certification status or possible failure
to comply with the requirement to develop and implement a certified animal waste management plan by
December 31, 1997. _
If you have any questions regarding this letter, please do not hesitate to contact me at [phone]
extension 571.
Sincerely,
Sonya L. Avant
Environmental Engineer
cc: Wilmington Regional Office
Duplin County Soil and Water Conservation District
Facility File
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Telephone [phone] Fax [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post -consumer paper

State of North Carolina
Department of Environment
and Natural Resources
Wilmington Regional Office
James B: Hunt, Jr., Governor
Bill Holman, Secretary
Division of Water Quality
December 21, 1999
Mr. Chris Drew
Chris Drew Nursery
488 Blue Newkirk Road
Magnolia, NC 28453
1 • �
NCDENR
NORThi CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
Subject: Inspection Report
Chris Drew Nursery
Farm Number: 31-852
Duplin County
Dear Mr. Drew:
Please find enclosed the inspection reports for your facility dated December 14, 1999.
If you have any questions regarding this matter, please contact me at [phone] ext.
203.
Sincerely, Q
Stonewall Mathis
enclosure
cc: Wilmington Files
127 Cardinal Dr. Ext., Wilmington, North Carolina 28405 'telephone [phone] FAX [phone]
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Revised April 20,1999
JUSTIFICATION & DOCUMENTATION FOR MANDATORY WA DETERMINATION
Facility Number 3 ) Operation is flagged for a wettable
Farm Name:_ 0-if D!'l-w AJ-,e ea-y acre determination due to failure of
On -Site Representative:- rew Part 11 eligibility item(s) F1 F2 F3 F4
S. jJ `� Operation not required o secure
lnspec#orlReviewer's Name. Op nf WA
/ Z� ) 9q determination at this time based on
Date of site visit: d exemption E7 / E3 E4
Date of most recent WUP: sl 1 z /97
Annual farm PAN deficit: S� pounds
r
Operation pended for wettable acre
determination based on P1 P2 P3 .
Irriccation System(s) - circle #: 1. hard -hose traveler; 2. center -pivot system; 3. linear -move system;
4. stationary sprinkler system w/permanent pipe; 5. statonary sprinkler system wlporable pipe;
6. stationary gun system w1permanent pipe; 7. stationary gun system wlportable pipe
P.-A.R T 1. WA Determination Exemptions (EliaiDiiiiy fa— Mere, Part 11, overrides Part I exemption.)
E1 Adequate irrigation design, including map depicting wettable acres, is complete
and Signed by an I or PE.
E2 Adaqucte D, and D20., Irrigation operating parameter sheets, including map
depicting wettable acres, is complete and signed by an I or P.E.
E3 Adequate D, Irrigation operating parameter sheet, including reap depicting
wettable acres, is complete and signed by a WUP.
E4 75% rule exemption as verified in Part Ill. (NO i E_75 % exemption cannot be
appiied to farms that fail the eligibifty checklist in Part ll. Complete eligibility
checklist, Part 11.- F1 F2 F3, before compietino computational table in Par 111).
PART 11. r 5;o Rule .Eligibility Checklist and .Documentation of WA Determination
Reauirements. WA Dete-minetion.required.because.operation faiIs-Dn_ e of the. Elioibiiity
requirements Iist_dlelow:
Fi Lack&zci__af3e_whichTesult-djnZ7Ve:g=npiicationzfxv2stew ter:(PAN) on:sp—my.
field(s)zccordinQZgl�rin'S C�1 (} VG-rS30f.11TiGEOUnTeCOMS.`-
F2 Unclear jilecibie,--or look of -info r� atonlmap.
F3 0bvious_fie!d.limit2tirJnsInumercusnitches;-ZaliuLal0lieductTcqui red--.._
b netts ;backmcreece,-or25%nftei2Iacre eejde,it�led:.in7DAWMP.tined,des
smcll;'Irregulariy"5irace^ fields = iieidslessthan-5 acres-fort—velers-oriels -than
2 acr s Tor.-s:aiionarv-sprinklers).
F^ WA. determination recuired because CAWMP credits field(s)'s acreage in excess
Of !O % of the respective field's total acreage as noI_d In table in Par IIl_

Revised April 20, 1999
7acility Number
dart Ill. Field by Field Determination of 75% Exemption Rule for WA Determination
NUMTRACTryRES
,I= AC
FIELD
s%
�oMME�rsR
r =U) NUM33crZ' - nva,=Litt puli,:Zone, or:point numbers tray oe used in place ofneld numbers debendinc on CAWMP
and type of irrication-systern.- I' pulls, etc. cross -more 1&mn one field, insnectorirevie:verwill have to combine fields to
calculate 75% field by feld det_.�inGvon for exemption; -oth wise apn ation will be subject to WA dete:rniration.
Fi=? D NUMBER= - trust be cie try delineated onrrao. �-
COMMENTS' - hack -up fields with CAWMP acr�pe exceedinc 75 0 of its tota.arres end havinOTec ived less tharz 5001
of its annual PAN as-do=,mented in the farm's pravious1wo yes' (1297 & 1228) of i:rication-re C:arc s,-ca:snot s=- ve-2s-th
Sole basis -for recuinnc c WA Det-=7.nination::Ecck-upfields-mustt}enoted in the =rnment tecaon Z; Id rnust ire 2=assibie
by irriczvon system.
;=art IV. Pendin❑ WA Dete.-ninations -
—Pi Plan Jacks.followinainformation:
P2 Plan Te': ision -may:satsfv-75% rule based an Ede'auate overcll PAN deficit cnd by
adius'LinC all feld2C-ao=-zo below 75% use mate
F3 Other (iefin process or: installing new irrigation SVSH--m):

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
Chris Drew
Chris Drew Nursery
488 Blue NewKirk Road
Magnolia NC 28453
Dear Chris Drew:
ITffll�'W'A
0
A&4 IV
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURGES
December 30, 1999
Subject: Fertilizer Application Recordkeeping
Animal Waste Management System
Facility Number 31-852
Duplin County
This letter is being sent to clarify the recordkeeping requirement for Plant Available Nitrogen (PAN)
application on fields that are part of your Certified Animal Waste Management Plan.
In order to show that the agronomic loading rates for the crops being grown are not being exceeded, you
must keep records of all sources of nitrogen that are being added to these sites. This would include nitrogen
from all types of animal waste as well as municipal and industrial sludges/residuals, and commercial fertilizers.
Beginning January 1, 2000, all nitrogen sources applied to land receiving animal waste are required to
be kept on the appropriate recordkeeping forms (i.e. IRR1, IRR2, DRY1, DRY2, DRYS, SLUR1, SLUR2,
SLD1, and SLD2) and maintained in the facility records for review. The Division of Water Quality (DWQ)
compliance inspectors and Division of Soil and Water operation reviewers will review all recordkeeping during
routine inspections. Facilities not documenting all sources of nitrogen application will be subject to an
appropriate enforcement action.
Please be advised that nothing in this letter should be taken as removing from you the responsibility or
liability for failure to comply with any State Rule, State Statute, Local County Ordinance, or permitting
requirement.
If you have any questions regarding this letter, please do not hesitate to contact Ms. Sonya Avant of the
DWQ staff at [phone] ext. 571.
Sincerely,
Kerr T. Stevens, Director
Division of Water Quality
cc: Wilmington Regional Office
Duplin County Soil and Water Conservation District
Facility File
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Telephone [phone] Fax [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post -consumer paper

State of North Carolina
Department of Environment
and Natural Resources
Wilmington Regional Office
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
Division of Water Quality
October 26, 1998
MEMORANDUM
To: Note to File
From: Brian L. ;afrm
renn
RE: Chris Drew1-852
Ik"AA
A&4;1
Id
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
On July 24, 1998 the Chris Drew Farm was inspected. No records were available at the time of
the inspection. I requested that the CAWMP be mailed to me at the WiRO. A Notice of
Deficiency was issued on October 12, 1998 for failure to send the requested material. However,
the CAWMP had been mailed and received on 9/22/98 prior to the issuance of the NOD.
127 North Cardinal Dr., Wilmington, North Carolina 28405 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post -consumer paper

State of North Carolina
Department of Environment
and Natural Resources
Wilmington Regional Office
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
Division of Water Quality
October 12, 1998
Certified Mail # Z 153 116 112
Return Receipt Requested
Mr. Chris Drew
Chris Drew Farm
488 Blue Newkirk Road
Magnolia, NC 28453
ff; lk
1 • •
NCDENR
NORTH CAROUNA DEPARTMENT OF
ENVIRONMENT AND NAFURAL RESOURCES
Subject: NOTICE OF DEFICIENCY
Chris Drew Farm
Facility Number: 31-852
Duplin County
Dear Mr. Drew:
On July 24, 1998, Mr. Brian Wrenn from the Wilmington Regional Office (WiRO) of the
Division of Water Quality inspected your animal operation and the lagoon(s) serving this
operation. It was observed that there was no Certified Animal Waste Management Plan
(CAWMP) on site at the time of the inspection. It was requested at this time that you mail a copy
of your CAWMP to the Wilmington Regional Office of the Division of Water Quality. At the
time of this letter no correspondence has been received from you concerning this matter.
As a permitted facility, you are required to keep a copy of your CAWMP on site at all
times. A copy of this CAWMP should be mailed to the WiRO within fourteen (14) days of the
receipt of this letter. Failure to do so may result in the facility losing it's permitted status,
requiring it to obtain an individual non discharge permit. We suggest that you contact your service
company, local NRCS or Soil and Water District office for any assistance they may be able to
provide to correct the situation.
Please be aware it is a violation of North Carolina General Statutes to discharge wastewater
to the surface waters of the State without a permit. The Department of Environment, Health and
Natural Resources has the authority to levy a civil penalty of not more than $10,000 per day per
violation.
127 North Cardinal Dr., Wilmington, North Carolina 28405 Telephone [phone] FAX [phone]
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Mr. Chris Drew
October 12, 1998
Page 2.
When the required corrective actions are complete, please notify this office in writing at
the address below. If you have any questions concerning this matter, please call David Holsinger,
Dean Hunkele, or Brian Wrenn at 910-395-3900.
Sincerely,
/ - ' /,"), - - -
Brian L. Wrenn
Environmental Specialist
cc: Harold Jones, County Soil and Water Conservation
Sandra Weitzel, NC Division of Soil and Water Conservation
Dr. Garth Boyd, Murphy Family Farms
Operations Branch
CW ilmington,Files
S:IWQSIBRIANWIDEF984D UPLIM3I-852.DEF
Z 153 115 112
US Postal Service
Receipt for Certified Mail
No insurance Coverage Provided.
Do not use for Intern al Nlall See reverse
Serrt .
�QQtt
State, a ZIP Cfade
1, CC- a
Postap
$ . 3 z.
COMM Fee
! 5
Spedal DeWery Fee
Resuided Delivery Fee
LO
Return Receipt Showir g to
`
1
Whom a Date Del"red
I 1
RdumRe 01 taW=%
Date, a
0 TOTAL Postage 5 Fees
$ Z
40
00 Postroark or Dam to I Joao
E
m V. -H IrfooR, NC 284U.
a. UPS

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary MAR 1 i 1998
A. Preston Howard, Jr., P.E., irector
in-V.
March 9, 1
CERTIFIED MAIL
TURN REMIFT REQUESTED
Chris Drew
488 Blue Newkirk Road
Magnolia, North Carolina 28453
Dear Chris Drew:
f ffl�.'�VA •
D - E N R
Subject: Chris Drew Nursery
COC No. AWS310852
Duplin County, NC
The subject facility was issued a Certificate of Coverage (COC) on July 3,.1997 authorizing the
operation of the animal waste collection, treatment, storage, and land application system in accordance
with General Permit No. AWG100000. On Aug. 27, 1997 Governor Hunt signed into law the Clean
Water Responsibility Act. The Clean Water Responsibility Act included several changes to the Swine
Farm Siting Act (Siting Act) including the requirement that all set back distances be met for any swine
lagoon or swine house for which construction commences on or after the effective date of the Clean
Water Responsibility Act (Aug. 27, 19�. Before the Siting Act was amended, it required the set back
distances be met at the time the swine house or lagoon was sited. The change in siting requirements may
apply to your farm since construction may not have cornme—nZie-d by the effective date of the Clean Water
Responsibility Act.
Your farm was permitted prior to the effective date ' of the Clean Water Responsibility Act;
therefore, you meet one of the exceptions to the moratorium. However, the farm must be re-evaluated
and, if necessary, re -designed to meet the new requirements of the Siting Act to remain covered under
the General Permit. Within 15 days of the date of this letter, you are requested to submit, notification to
the Division of Water Quality whether the farm was under construction on or before Aug. 27, 1997.
If the farm was not under construction on or before Aug. 27, 1997, then a revised Certified
Animal Waste Management Plan must be submitted to reflect the new siting requirements. Construction
not in compliance with the Siting Act is a violation of State Statutes and the General Permit.
If you have any questions or comments concerning this matter, please contact me at (919) 733-
5083 extension 540.
XSincereln, P.E., Supervisor
Non -discharge Permitting Unit
cc: ✓Wilmington Regional Office, Water Quality Section
Permit File
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director
June 26, 1998
Chris Drew
Chris Drew Nursery
488 Blue NewKirk Road
Magnolia NC 28453
/ •
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NAn-jRAL RESOURCES
Subject: Reissuance of Certificate of Coverage
No.AWS310852
Chris Drew Nursery
Swine Waste Collection, Treatment, Storage and
Application System
Duplin County
Dear Chris Drew:
The Division of Water Quality modified the Swine Waste Operation General Permit originally issued to
this facility on July 3, 1997. 1n accordance with the issuance of the revised General Permit, we are
forwarding this Certificate of Coverage (COC) to Chris Drew, authorizing the operation of the subject
animal waste collection, treatment, storage and land application system in accordance with General
Permit AWG100000. This approval shall consist of the operation of this system including, but not
limited to, the management of animal waste from the Chris Drew Nursery, located in Duplin County,
with an animal capacity of no greater than 2600 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, and shall hereby void
COC No AWS310852 dated July 3, 1997. The COC shall hereby incorporate by reference any specific
conditions of the previous COC issued to this facility. The purpose of this COC is to allow coverage
under the revised General Permit. Please review the revised General Permit (enclosed) and pay
particular attention to Condition II.10 regarding tree removal -from lagoon embankments, Condition III.1
regarding inspection frequency of the waste treatment, storage and collection system and Condition 1I1.6
regarding notification requirements for system failures, spills and emergencies. Pursuant to this COC,
you are authorized and required to operate the system in conformity with the conditions and limitations
as specified in the General Permit, the facility's CAWMP, and this COC, with no discharge of wastes to
surface waters. An adequate system for collecting and maintaining the required monitoring data and
operational information must be established for this farm. Any increase in waste production greater than
the certified design capacity or increase in number of stocked animals above the number_ authorized by
this COC will require a modification to the CAWMP and this COC and shall be completed prior to
actual increase in either wastewater flow or number of animals.
Please be advised that any violation of the terms and conditions specified in this COC, the
General Permit or the CAWMP may result in the revocation of this COC, or penalties in accordance
with NCGS 143-215.6A through 143-215.6C including. civil penalties, criminal penalties, and injunctive
relief.
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Adaon Employer 50% recyded/ 10% post -consumer paper

Certificate of Coverage AWS310852
Chris Drew Nursery
Page 2
Upon notification by the Division of this COC's expiration, you shall apply for its renewal. This
request shall be made within 30 days of notification by the Division.
This COC is not automatically transferable. A name/ownership change application must be
submitted to the DWQ prior to a name change or change in ownership.
If any parts, requirements, or limitations contained in this COC are unacceptable, you have the
right to apply for an individual non -discharge permit by contacting the engineer listed below for
information on this process. Unless such a request is made within 30 days, this COC shall be final and
binding.
The subject farm is located in the Wilmington Regional Office. The Regional Office Water
Quality Staff may be reached at [phone]. If you need additional information concerning this
COC or the General Permit, please contact Katharine Keaton at [phone] ext. 533.
Sincerely,
for A. Preston Howard, Jr., P.E.
cc: (Certificate of Coverage only for all cc's)
Duplin County Health Department
Wilmington Regional Office, Water Quality Section
Duplin County Soil and Water Conservation District
Permit File

!
r,
�i
H
iC
-. -1 U P U ISE , 2 2 1998
F+ �' A M i t t F A R M S
June 3, 1998
Department of Environment, Health and Natural Resources
Division of Environmental Management
Water Quality Section, Planning Branch
P. O_ Box 29535
Raleigh, NC 27626-0535
RE: Chris Drew
Duplin County, NC
Dear Mr_ Tedder:
Enclosed is the certification form for the above referenced swine farm.
Stocking Date: 6/3199
The following crops are to be grown:
Barley Rye
_X Bermuda Grass (Grazefty/Pasture) Sr 11 Grain (Graze/Hay)
X Corn (GraintSilage) Sorghum
CottonWheat
_Fescue (Graze/Hay/Pasture) Oats
w Other(Explain)
The lagoon effluent will be applied to the crops listed above by
Center Pivot Irrigation (Installed/Not Installed)
Solid Set Irrigation (Installed/Not Installed)
�C Traveling Gun/Reel Irrigation (Owned/Not Owned)
Third Party Applicator
Other (Explain)
If you have any questions regarding this certification, please call me at (910) 299- 439 ext.4529
Sincerely --
Dave Elkin
Engineering Manager -
cc: Chris Drew
Toni King, Murphy Family Farms LNM Department
fla
Post Office Box 759, Rose Hill, North Carolina 28458, [phone], FAX [phone]

Animal Waste Management Plan Certification
(Please tvne orprint all information that does not require a signature)
General information --
Name of Farm: Chris Drew Nurses racility No: -
Owner's Name: Chris Drew Phone No: 910-289-3854
Mailing Address: 488 Blue NewKirk Rd, Magnilia NC 28453
Latitude and Longitude: 34' 51' 19" / 78' 05' 55" County: Duplin
Please attach a copy of a county road map with location identified and describe below (Be specific: road names,
directions, milepost, etc.): From Rose Hill take US 117 north to Magnolia at caution light in Magnolia turn left
onto NC 903 south go about 4.5 miles to farm entrance on left
Operation Description:
Type of Swine No_ of Animals Type of Poultry 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:
❑ Layer
❑ Non -Layer
❑ Turkey
No. of Animals:
Type of Cattle No. of Animals
❑ Dairy
❑ Beef
lixpandirtg ipiaEton Cniy
PnevrousDes,(gn'Capaclfy- Addl`uoxralDes�gnCs�1�-
.... Tatel Desrgn Gapxclfy
F.a�tsEing and );xpanding �Dperatlon,Onl�r- ' t
. Reglstratlo�r3?af� ;(Date an which fartri a hed fvr.re trairtnj
Acreage Available for Application: 5,6
.1 Required Acreage: 9,6T
Number of Lagoons/Storage Fonds: 1 Total Capacity: 195 983 Cubic Feet (fts)
Are subsurface drains present on the farm: YES or�10� ' `., (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 v-& 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 arras must be
minimized using technical standards developed by the Natural Resources Conservation Service. The approved plan will be
fried 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 O er: Cllri rew y y
Signature Date:
Name of Manager (if 4ifferent from owner):
Signature: I Date:
AWC — April 24, 1996

Technical Specialist Certification
I. Asa technical specialist designated by the North Carolina Soil and Water Conservation Commission pursuant to 15A
NCAC 6F -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 (DW)
as specified in 15A NCAC 2H-0217 and the USDA -Natural Resources Conservation Serviec (NRCS) and/or the North
- Carolina Soil and Wratcr-Conservation Commission pursuant to 15A. NCAC 2H.0217 and .15A_NCAC 6F .0001-.0005. The
following dements arc included in the plan as applicable. While each category designates a technical specialist who may
sign each certification (SD, Sl, WUP, RC. 1). the technical specialist should only certify parts for which they are technically -
competent.
Y
t
II. Certification of Design
A) Collection, Storage, Treatment System
Check the appropriate box
❑ Existing facility without retrofit (SD or V;UP)
Storage volume is adequate for operation capacity; storage capability consistent with waste utilization
requirements.
New, expanded or retrofitted facility .(SD)
Animal waste storage and treatment structures, such as but not limited to collection systems, lagoons and ponds.
have been designed to moot or exceed the minimum standards and specifications. .
Name of
Affiliation:
MCM&TOMISIM
The plan provides for minimum separations (buffers); adequate amount of land for waste utilization; chosen crop is
suitable for waste management; hydraulic and nutrient loading rates.
Name of Technical S ecialist (Please Print)• �q; GS
Affiliation: A 0- Favn i r
C) Runoff/Controls from Exterior Lots
Check fire IDvropriate box
❑ Facility without exterior lots (SD or V UP 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 d_veloped by MRCS.
Name of Technical. Specialist (Please Print):{r A Al ` W-'-s; roe/.
Affiliation:ZrII.IgR V rdfnfLV ngm-s
Address(Agency): P. o. ,<3nX I" ,POSE i �t + Phone No.: �/D-2R9-2III
Sicnature
AR'C -- January 1, 1997 2

•✓/- •� • •��t.+uvu alto A-lall(11111 f 1, Ul mcnt
Cheep rlle appropriate box
-a Existing or expanding, facility with existing waste application equipment (WUP or l)
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 applicat'tons._bas_been.
established; required buffers can be maintained and calibration and adjustment guidance are contained as part of
the plan).
w
YA New. expanded, or existing facility without existing waste application equipment for spray
irrigation. (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).
O ew expanded, or existing facility without existing waste application equipment for land
sl2reading not using spray irrigation. (WUP or I)
Animal waste application equipment specified in the plan has been selected to apply waste as necessary to
accommodate the waste management plan; (proposed application equipment can cover -the area required by tho
plan at rates not to exceed either the specified hydraulic or nutrient loading rates. a schedule for timing of
applications has been established; required buffers can be maintained; calibration and adjustment guidance are
contained as part of the plan).
Name of Technical Specialist (Please Print):_ Ge.rz
Affiliation: ,,rnI„W
Address(Agency): ?,o �•se_ (l.'i ,U,! 3$ 5'�g Phone Ho.: -yo 484--ti y3q Sys
E) Odor Control, Insect Control, Mortality Management and Emergency Actian Plan'(SD
SI, NNW RC or I)
-The waste management plan for this facility includes a Waste Masiagemcnt Odor Control Checklist, an Insect, Control
Checklist, a Mortality Management Checklist and an Emergency Action Plan. Sources of both odots and insects
have been evaluated with respect to this site and Best Management Practices to Minimize Odors and Rest
Management Practices to Control Insects have been selected and included in the waste management plan. Both the
Mortality management Plan and the Emergency Action Plan are complete and can be implemented by this facility.
Name of T-echniml Specialist (Please Print): A,-`e.s-J 1-k
Affiliation: 1"1 Axfy r 4;rm, r
Address(Agency): /O_ Geri 7S7 4:E Phone No.:l�)�4-GYI9.�tr. yCz9
Signature: Date:
F) Written Notice of New or Expanding Swine Farm
The following signature block is only to be used for new or expanding swine farms that begin construction after ;Tune
21, 1996. If the facility was built before June 21,1996, whenwas it constructed or last expanded
-
I (%rc) 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, strut, or highway from this new or expandit:g swine farm. The notice was in
compliance with the requirements of i\CGS 106-805. A copy of the notice and a list of the property owners notified is
attached.•
Nanie,of Land Owner :
Signature: , Zk -'� Date: �l
Name of Manager(if di ff ent froth owner):
Signature Date:
A«-C -- January 1, 1997 3

III. Certification of Installation
A) Collection.Storage, Treatment Installation
New. expanded or retrofitted facility (SI)
Animal waste storage and treatment structures, such as but not limited to lagoons and ponds. have been installed in
accordance with the, approved plan to meet or exceed the minimum standards and specifications. _
For existing facilities without retrofits, no certification is necessary. i
, -
Name of Technical Specialist (Please Pdnt): s E
Affiliation: I&Mrollt, � sn.1'44 Alf-M-5 40050
Address(Agency): 111111 dik; No-: 9/0
Signature: 9S__
- g
B) Land Application S.
e (�VUP} _ _ 3973
Check the a ro riare box
PP P � � "�'4'j�• � o
❑ The cropping system is in lace -on all land as eci
pp- � } p p ��ib+��i+nth �t�'►�al waste management plan.
onditional Approval: all required land as specified in the plan is cleared for planting; the clopping system
as specified in the waste utiiization plan has been established and the owner has committed to establish the
vegetation as specified in the plan by / t (month/day/year); the proposed cover crop is appropriate
for compliance with the wasteutilization plan.
❑ Also check this box if appropriate
if the cropping system as specified in the plan can not be established on newly cleared land within 30 days
of this certification, the owner has committed to establish an interim crop for erosion control;
Name of Technical Specialist (Please Print): / ����✓ !NE/ro.J _ __
Affiliation: 44,rpyr e5aw ..r
Address(Asencv): )-0 • /-50.. e.'se fr%z. ,;Ale- xa'Yf Phone No.: 64iv)zey • 45'19 .ter YSGZ
This following signature block is only to be used when the box for conditional approval in III. B
above has been checked.
I (we) certify that+(we)iiave committed to establish the cropping system as specified in my (our) waste utilization plan, and
if appropriate to establish -the interim crop for erosion control, and will submit to DEM a verification of completion from a
Technical Specialist within 15 calendar days following the date specified in the conditional certification. I (we) realize that
failure to submit this verification is a violation of the waste management plan and will subject the (us) to an enforcement
action from DEM.
Name of Land Owner: L gqRtf
Signature:
Name of Manarer(?f different from owner):
Signature:
A«'C -- Januarc 1, 1997 4
M
Date:
Date:

C:) Runoff- Controls from Exterior Lots (RC)
Facility with exterior lots
Methods to minimize the run off of pollutants from lounging and heavy use areas have been installed as specified
in the plant.
For facilities without exterior lots, no certification is necessary.
Name of Technical Specialist (Please Print)
Affiliation:
Address(Agency): _ _ Phone No.:
Signature: Date:
D) Application and Handling Equipment Installation (V4'UP 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.
r conditional approval: Animal waste applicatio d handling equipment specified in the plan has been
purchased and will be on site and installed by L Z / Y' (month/day/yeas); there is adequate storage to
hold the waste until the equipment is installed and until the waste can be land applied in accordance with the
cropping system contained in the plan; and calibration and adjustment guidance have been provided to the.
owners and are contained as part of the plan.: - _ 1 t
Dame of Technical Specialist (Pl a PZ.,
Affiliation: J� a . o L f7a 1,r
Address
Signature:
The follo%%irt signatur�
aboi-e has b en checke
I (we) certif}f that I (we) 1
specified in y (our) wast
from a Tech ical Specialis
(toe) realize tharfailtrie to-;
(us) to an enforcement acti
C--bC_C1(�—_
W'f S S Phone No-:glf_ ak 99 a f t
block is only to be used when the box for conditional approval -in III D-
ive committed to purchase the animal waste application and handling equipment as
management plan and will submit to DEM a verification of delivery and installation
within 15 calendar days following the date specified in the conditional certification. I
ibmit this verification is a violation of the waste management plan and mill subject me
n from DEM.
.Dame of Lan& -Ow : iS t7PEw
Signature:— G'�-�'Date:
Name of 1lManager( different from owner):
Signature: Date:
E) Odor Control, Insect Control -and Mortality Management SD SI WUP. RC or I)
Methods to control odors and insects as specified in .the Plan have been installed and are operational. The
mortality management system as specified in the Plan has also��been installed and is operational.
-Name of Technical Specialist (Please Print): /1'1. A"Ev�•� WESTa•s
Affiliation:_ fV1Y 'KY F. MILY fARN+f _
Address(AQency): i . 8 7.'5 S5/ E �cc 1W Ze rr Phone No.: Y�G Yf 5 r y G z
Signature: ��.�� Z_I_e,� Date:
AX%'C -- .lanuary 1. 1997 5

Please return the completed form to the Division of Water Quality at the following address:
Department of Environment, Health, and Natural Resources
Division Of Water Quality
'Water Quality Section, Compliance Group
P.O.-Box-29535- - — - - — —
Raleigh, NC 27626-0535
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.
A«'C -- January 1, 1997 6

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MURPHY FAMILY FARMS -
--- - -WASTE MANAGEMEMEFACUXVY SITE EVALUATION
Name _1` rf_ /��EcJ - Siu Operation /- W-ofrcy
Telephone
Location Data
Distance from nearest residence not awned by producer:
1J6YA►JCr fXbM TROPE -N c-JNC. /S LES5 7AAA[ 5Ap . L S T X of
ftP�DVAJ fRLH l+.D�a lN�4 ?i10�i�TY py.�rr(.� /1f !K frL.!•
Is site within 100 year flood plain?
Is site at -least 100 feet from a'"Blue Line perennial ?
If no, site must be relocated.
Is site within. 1. mile zoning jurisdiction of a municipality?
If yes, site must be relocated..
Are there utilities in the construction area?
Wetlands
Will site involve clearing woodlands or any non -cropland?
If wetlands are involved, it is the respoasribility of the producer
to obtain all necessary -permits before -any clearing is done.
Other Environmentai Factors
Is endangered and/or tku=tened species habitat present?
Is a designated natural scenic area included in the planning
area or will planned actions impact on an adjacent natural
scenic area?
Is an archaeological or historical site located in the planned area?
Are cultural resources present?
Yes NO
.. f

Waste Management
Does producer own enough land to property land apply waste?
If no, does producer have access to more *land?
If land is not owned by producer, can producer get agreement
for land on which to apply waste?
Soil Investigation
Is soil suitable for lagoon?
Is a clay liner required?
If yes, is clay available on site?
Yes No
Questionable •�'
Is a core trench required?
Test holes will be dug initially in the general area of proposed lagoon. If, ApfM desin the
position of the lagoon is-phamed to an area where -no test holes were previogLly du additional
test holes WILL be required,
Comments
This site investigation is valid as long as the design and construction of lagoon continues
in a reasonable time period. Undue delays or hesitancy in construction may require that site
be re-evaluated.
Evaluator z� Date 3. q7
(MFF Engineering)
Signature Date_
(Producer)

t
LAGOON SITE SOILS INVESTIGATION
PROJECT: COUNTY: C��
FIELD INVESTIGATION BY: Jl+ DATE: 3
SITE SKETCH
f�
4
i
�•
� f
BORING NUMBER AND PROFILE
DEPTH
I WT
DEPTH I WT
t
ry r
�i4�GK Swr Cc 4y[r . n
Z' yt
7rr l,Jr ilE /�✓o
Nc!) ti�r...,.i .� C � •
`is-G•�
D,�r•.si G.�i'v i'7n:7ffP q�o7 Ce.J•r :%,.
r.i-IL'
���•• y—ao d Cr.n•rsr f-r..�
Z
�- �I'
� Sat l-l.•�•7
I; ' /(i'
grey rar ��..( �t. �: 54..E �! :�•� i,+.,.r�
�•� !
f.•�•. f,{Y wrq w Ll-1+C♦ 7-fra i�1,�
/"V ,4. rr•.+c ,1 LY 7 �.
-9 `Il
�7 1� ,.�rinCil SLANG
/i �f
rI�
Doti f w 1 CW10101 GOA;nt 41- 5gwt i-::
/• i`
✓_ O ! :. r-r"',� ' ^' t is
%,d/ 9ro
t t7 r•�l✓ 6 i� d /7
f� - I(r�
iO tY7 f.,: 7d ro % COr[y ilrJ
BORING / SAMPLING METHOD: i=ll'cA or, SIGNATURE:

LAGOON SITE SOILS INVESTIGATION
PROJECT: COUNTY: -, rc i t.,
FIELD INVESTIGATION BY: ,i., DATE:
BORING NUMBER
AND PROFILE
DEPTHI
W7 I
DEPTH
wT
zr
/
j;[.44K 7Aro
/r�yS•
.) J '
J N ✓'fie.. �w .+i0
_
7
J.'r�l( C194`1
)e4
t:u Sir t•'y[,
�
! F
(� ,
r i�a'7 ffl�3.+r• VJh rC Jli7 vrz �..: f.,t r! r
- /L7
vi_ �v 7fi� s.�. �w..r./ �r.e-Xf fn.•n rF.
_ I(t
�RF1 �:rr �N 1Cq 7•J^b
BORING / SAMPLING METHOD: ti, ,,�r SIGNATURE:

5-23-1997 9. 1 AAH FROM W R ENV. ENG. 919 460 6082 p" 9
WIT HER & RAVEII�EL, Engineering& Surveyit , Inc. � " Ftanz won F. 1"en, P.E
Sa=et F. Rave=4 RE
I.11 MaeKenan Drive, Cary' N- C. 27511.9191469-3340•FAX_ 91 1467-6008 lames Zf eanfza P.F-
Wr;
. — WeeG Smith, P.E-
wr+rus�i�rw+ Timmy E Sam, R1S
1�ichael E Dirkersan, RU
Grower CHRIS DREW esigned By: ACP
Address: 488 BLUE NEWKIRK RQ Checked By: WEL
MAGNOLIA, NC 28453 Date: 05/23/97
County: -.DUPLIN, Sheet -1 of 7
ANAEROBIC WASTE LAGOON DES GN .
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 ------ - 7.5 In.
"Heavy Rain"'. Factor --------- 7.S.In.
Rainfall'iri Excess of Evaporation ------_ 7.0-In.
Additional Wate"r Usage- ------ =--- 0
Additional Drainage Area: ----- -=-- - 0
.LAGOON INFORMATION ,
Is Lagoon Designed as an Irregular. Shape?.. (YIN.) =--- N
Does Operator. Want Emergency Spillway? (Y/N) ---- N
-IsThis Design for an. Existing Farm? (Y/.N) N
'is Drain Mile Re4d to Lower SHWT? REQUIRED!!!!!!! N.
Seasonal High Water Table Elev: --- ------ 97.50 Ft -
Freeboard: --_ 1.0 Ft.
Emergency Spillway. Flaw Depth: Not Applicable 0.3"Ft-
Top of Storm / Spillway Buffer: ..Not Applicable- = -0.5 Ft.
Side.Slopes. 3 :1 (H:V)
'Inside Top Length: - - - 195.0 Ft.
Inside Top Width:--=-= 160.0 Ft.
Top of Dike Elevation: :101.50 Ft.
Finished Bottom Elevation: ----- .90.50 Ft -
Start Pump Elevation: -- - 98-90 Ft.
Stop Pump Elevation: ---- 96.50 Ft.
LAGOON VOLUME REQUIRED VOL. - DESIGN VOLU.M S % REQ'D.
Storm Stvr = 39000 (Cu.Ft.) 44,165 (Cu. t.) 113-24%
Temporary = . 49483 (Cu.Ft.) 56,1523 (Cu.F Q 114.43%
Permanent.= 975Q0 (Cu.Ft-) 99,687 (Cu.Ft'.) 102.24%•
Total Volume = 185.983 (Cu.Ft.) 200,475 (Cu. t.) 107-79%
Min -"Required Liner.Thickness --------- 1.6 -Ft-
Lagoon Surface Areas flnsit�_ TC?n1 — -
--.I -inn C C.

5-23-1997 9. 15AM
FROM W R ENV- ENG.
919 AGO 6082 P. 10
Grower: CHRIS DREW
-BLUE
D
signed By:.. ACP,.
Address: .4.88 NEW_KIRK RD
-�
hecked By: WEL-
-.MAGNOL-IA,
NC 2853
- - �-
- Dates ---05l23/97=
County: DUPLIN
Sheet 2 of 7.
. =ACTUAL
. DESIGN
VOLUME -CALCU
TIONS-
LAGOON STAGE -AREA VOLUMES
Contour
Elevation (FT.)
Area (SF)
Incr.. Vol_ (Cu. FT)
Cumul. Vol_ (Cu. FT)
90-50
12,126
91.00-
12,804
6,233 '
6,233
92-00..
_ 14,214-1-
13,509
19,742-.
93-00
'94.00
15,696..
14,955 '
34,697 -
'95:00
-17,250
16,473
51,170
1.6,876
15,063
69,233
96.00
20;574'
19,725
'88,958.. -
97.00
-22,344-.
21,459'' '.
1-10;417
.98.00 -
24,186
: 23,265
133,682
.99.00.,
99.00., -
26,100 '
25 ,143
158, 825
100.00 .
28, 0.86
27,095
185, 918 -
. 101:00
-30,144
29,.115
::2.15,033
101.50 ,"
31,2,00 . .:
15,335
230,369,
These -volumes were calculated using: the vertical a��rage end ar
a i6et11ort_
TOTAL READ VOLUM *
185,983` CF
-CUMULATIVE VOL,
_
'ZONE VOL ' 107.79%
ENfl_PUMP -._ =>
96.50 FT
: 99,687:CF T.
'MT 99;687 1W_2"4%
START PUMP =.= = >
98.90- FT
15'6,310 CF T
IUIP 56,623 " ' 114.43%
MAX.STORAGE = = >
100.50 FT
200,475 CF S
OR 44,165 ' 11324% .

5-23-1997 9:15AM FROM w R ENV. ENG.
919 AGO 6082
P. 1 1
Grower: CHRIS DREW
Designed
By: :ACP
Address: 488 BLUE NEWKIRK RD
C
hecked By: _ JNT
M►AGNOLtA,_NC- 28453--.
_ ._
- _-
Date: - _-05123I97
County DUPLIN
Sheet 3 of-7
MINIMUM REQUIRED
VOLUME
CALCULATION
Permanent Storage:
Req u ired. Treatment Volume:
Animal Type
Capacity.
ALW- * (
fitdlb). _
-. - Total .
Nursery
2,600
30
1.00
78.000
Finishing
-0
.135
1._00-
' -0.
Farrow to -weanling
0
..433
0.67
0
Farrow to feeder
0
522
0.67..
0
-,Farrow to -finish
0-
1,41.7
1.00
0
Boars
0
400..
0.50.
0
Total Required Treatment Volume (cu. ft.)=
781-000..
Sludge Storage Volume:
Animal Type-
Capacity
AL-W r..(cu ft:/ib)
- - Total
Nursery
2,600
30
0.25
19,500
Finishing .
0
135
0:25
0.
Farrow to weanling
0
433
0:17
0
Farrow to feeder_
-0
522
0.17
0
Farrow :to finish
0
' 1,417
0.25
0.
Boars.
0
400
1125
0
Total Regdired Sludge Storage,Volume .(pu... ft.)z
19,500
Temporary Storage Volume:
Manure Production:
Anirnal Type
:Capacity �
Sto-Period
Total
Nursery
2,600.
180 -
0.30
140,400-
Finishing
0
180.
1.40 -
0"
Farrow to weanling
0-
"1180
4.30
0
Farrow to feeder
0
1'80
4.50
0
Furrow to finish'
0
180
3.50-
0
goars
0
180
- 4.00
-0.
Total Manure Production (gals' )=
140,400
Total Manure Production .(cuff.)=
18,770,
Excess Fresh Water:
=
- Animal Type'
Capacity "`
-Sto. Period " (gals Hd./day) Total
Nursery
2,600
180
0.20.
93,600
Finishing
0
180.
0.90
0
Farrow to weanling +
0
... 180
2-_90
0
Farrow to.feeder '
.0
180
3.50
0
Farrow to finish
-0..
180.
9.50.
.0
Boars.
0.
180
2.70 -
.0
Total -Fresh Water.
Excess (gals.)=
93,600
Total Fresh Water
Excess (cu.ft.)=-
-12,513

S-23-1997 9: 1 GAM FROM W R ENV. ENG_ 919 460 6082 P_ 12
Grower: CHRIS DREW
Address: 488 BLUE NEWKIRK RD
!MAGNOLIA, NC. 28453.
County: DUPLIN
ned By: - . ACP
ked By:----.- - W_ _EL -
Date: . 05/23/97
Sheet 4 of 7
Temporary Storage Volume: (font.)
Rainfatl in Excess of Evaporation:
Vol.=(Lagoon-Surface Area + Additional Drainage Arej) " Rainfall 1 14in./ft
Vol.=_ (31200sq.ft. + . 0 sq.ft') ' 7 in. /12 in./ft--
Total Required Volume' for Rainfall in Excess -of Ev (cu'.ft.)= 18,200
Storm Storage:
Vol. -(Lagoon Surf. Area + Addfl. Drainage Area) " 25Y ./24Hr: Storm(in) / 12in./ft.
Voi_= (31200 sq.ft + 0 sq.ft_).. .7.5 in. 112 in./ .
Total ,Required Volume for 25Yr.-24Hr_ Storm Eve t (cu._ft)= . 19,500.
"Heavy Rain" Storage:
Vot_=(Lagoon Surf. Area + Addfl.Drainage Area) �-"He
Vol.= (31200 sq.ft + 0 sq.ft.) * 7.5 in. /12. inJ
Total Required* Volume for "Heavy Rain", (cu.ft.) _
(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") _
Total Required Temporary Storage
(Manure Prod.. + Excess Fr. Water + Rainfall Excess)
Total Required Permanent Storage
(Treatment + Sludge) _
TOTAL REQUIRED VOLUME = 1
Rain" Factor (in) / 12in./ft.
19,500
39,000 (CU..FT)
49,483 (CU.FT)
97,500 (CU.FT)
3 (CU.FT_)

5-23-1997 9:16AM FROM w R ENV_ ENG.
Grower. CHRIS DREW
,Address: .488 BLUE NEWKIRK RD
T MAGNOLIA,_NC - 28453-`
Countr DUPLIN
919 460 6082
P_ 13
D signed By: ACP
Checked By: WEL
- -- - Date: ---05123197
Sheet 5 of 7
f
LAGOON DESIGN SUMMARY
Top -of Dike -Elevation -
Emergency Spillway'Crest Elevation—'-
Top of 25 yr124 hr Storm Storage
Top 'of "Heavy Rain". Storage -. - -
Start Pump Elevation
End Pump Elevation
Top of Sludge Storage
Seasonal High Watertable-Ele.y.-----=----
Finished Bottom Elevation ----�_
Inside Top Length
Inside Top Width --
Side- Slopes
Lagoon Surface Area'
..Min_. Liner Thickness (if required)
Freeboard Depth
Temporary Storage Period -
TOTAL DESIGN 'VOLUME = 20047r
Zone- Depths:
Treatment I Sludge Storage Zone Depth ----------
Temporary Storage Zone Depth
Freeboard / Storm. Storage Zone Depth -----
Total Lagoon Depth' _
101.50 FT.
Not Applicable
100.50 FT.
99.63 FT. - -
- 98.90 FT:
96.50 FT.
91.98 FT.
97.56 FT.
. 90:50 FT.
195.00 FT_
:160.00 - FT."
3-1 H:V _
.31,200.SF
1.6 FT.
1_00 FT;
.180 Days
(CU.FT)
6.0 FT.
2.4 FT.
2-.6 FT.
11.0 FT_

Grower: CHRIS DREW
Designed By;
- � •
ACP
Address: 488 BLUE NEWKIRK RQ
Checked
d By:,
WEL
�'
MAGNOLIA; NC. 28453
Date:
06123/97
w
County: DUPLIN
Sheet 6 of ?
LO
ZONE ELEVATIONS •
-TOP OF DIKE ELEV = 101.50
1 1
TOP OF. STORM ELEV = 1,00,50
/
7°
1
TOP -OF HEAVY RAIN ELEV = 99,63 ,
1
STRT PMP EL.=, 98.90 1.
TOP OF TEMP STORAGE ELEV 98.90
/
END PMP EL. .96.50
TOO OF TREAT ELEV w 96.50 ..
1 SHWT = 97.50
TOP OF. SLUDGE ELEV = 91.98 !
m
FINIS.HED' BOTTOM ELEV = 90.50

5-23-1997 9-17AM FROM W R ENV_ ENG, 919 460 6082 P. is
Grower_ CHRIS DREW Designed By:- ACP
Address: , . 488'BLUE NEWKIRK RD. C ieck.ed By:- WEL
MAGNOLIA,.NC728453 - — - - - - Date:-.. 05/23197
County: -DUPLIN 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 in September..1996..
Emergency Spillway:
An Emergency Spillway'is not required,
DESIGNED: A. Cameron Patterson,
DATE: May 23, 1.9 9 7
`,,,apaaiHy
COMMENTS
:� 181
11

ADDRESS: 488 BLUE NEWKIRK RD CHECKED BY: WEL
MAGNOLIA, NC 28453 DATE: 05/27/97
COUNTY:-- DUPLIN _ SHEET 1 OF 3
SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
FOUNDATION PREPARATION:
The foundation area of the lagoon embankment and building pad shall be cleared of
trees, logs, stumps, roots, brush, boulders, sod, and rubbish. Satisfactory disposition
will be made of all debris. The topsoil from the lagoon and pad area should be stripped
and stockpiled for use on the dike and pad areas. After stripping, the foundatior area
of the lagoon embankment and building pad shall be thoroughly loosened prior to placing
the first lift of fill material to get a good bond.
EXCAVATION AND EARTHFILL PLACEMENT
The completed excavation and earthfill shall conform to the lines, grades, and elevations
shown on the plans. Earthfill material shall be free of material such as sod, roots, frozen
soil, stones over 6 inches in diameter, and other objectionable material. To the extent they
are suitable, excavated material may be used as fill. The fill shall be brought up in
approximately horizontal layers not to exceed 9 inches in thickness when loose and prior
to compaction. Each layer will be compacted by complete coverage with the hauling and
spreading equipment or standard tamping roller or equivalent method. Compaction will
be considered adequate when fill material is observed to consolidate to the point that
settlement is not readily detectable. NOTE THE SPECIAL REQUIREMENTS FOR
PLACEMENT OF LINERS IN THE LINER SECTION OF THIS SPECIFICATION.
The embankment of the lagoon shall be installed using the more impervious materials from
the required excavations. Construction of fill heights shall include 5 percent for settlement.
Dikes over 15 feet in height with an impoundment capacity of 10 acre—feet or more fall
under the jurisdiction of the NC Dam Safety Law and require permitting by the NC Dept of
Environment,- Health and Natural Resources, Land Quality Section. The height is defined
as the difference in elevation from the constructed height to the downstream toe of the dike.
Precautions shall be taken during construction to prevent excessive erosion and
sedimentation.
LINER:
THE MINIMUM REQUIRED CLAY LINER THICKNESS SHALL BE 1.6 FT.
NOTE: LINERS (PARTIAL OR FULL) ARE REQUIRED WHEN INDICATED ON THE
DRAWINGS OR WHEN MATERIAL IS ENCOUNTERED DURING CONSTRUCTION THAT
WILL NOT PROVIDE THE PERMEABILITY LIMITS AS STATED LATER IN THIS SECTION.
SUCH MATERIAL IS CONSIDERED UNSUITABLE WITH RESPECT TO LINING. A TYPICAL
CROSS SECTION OF THE LINER IS INCLUDED IN THE DRAWINGS.WHEN LINERS
ARE REQUIRED.
Murphy Famr7y Farms Engineenng P.O. Box 759, Rose Hill NC 28458 [phone]

%.Al%V 17 LI A. Vi 1171V VI{L.ii v�vtiw�v a..r . •.v
ADDRESS: 488 BLUE NEWKIRK RD CHECKED BY: WEL
MAGNOLIA, NC 28453 DATE: 05/27/97
COUNTY: --DUPLIN - - 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" cmisec. 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. 4. Box 759, Rose HIM NC 28458 [phone]

GROWER: CHRIS DREW DESIGNED BY: ACP
ADDRESS: 488 BLUE NEWKIRK RD CHECKED BY: WEL
MAGNOLIA, NC 28453 DATE: 05/27/97
--COUNTY: - DUPLIN---- SHEET 3 OF 3
The soil liner shall be protected from scour produced by the discharge from waste outlet
pipes. This can be done by using some type of energy dissipator: concrete flumes,
concrete blocks laid tightly together, or using flexible pipe outlets on waste pipes.
Alternatives to soil liners are synthetic liners and bentonite sealant. When these are
specified, additional construction specifications are included with this Construction
Specification or are shown on the drawings.
UTOFF TRENCH:
A cutoff trench shall be constructed under the embankment area when called for in the
notes on the drawings or as shown on a typical cross section on the drawings. The final
dimensions of the cutoff trench shall be determined by observation of the foundation
materials during construction.
VEGETATION:
All exposed embankment and other bare constructed areas shall be seeded to the
planned type of vegetation as soon as possible after construction according to the
seeding specifications. Topsoil, if available on site should be placed on areas of the dike
and pad to be seeded. Temporary seeding or mulch shall be used if recommended
permanent vegetation is out of season dates for seeding. Permanent vegetation should
be established as soon as possible during the next -period of approved seeding dates.
REMOVAL OF EXISTING TILE DRAINS:
An observation trench shall be dug along the perimeter of the lagoon 25 feet outside the
proposed embankment toe to verify that no subsurface drain tile lines are present in the
lagoon area The trench shall be dug to a minimum depth of five feet and shall have a width
adequate to accommodate equipment used for backfill and compaction. Trench side
slopes shall be 1:1 or flatter. Trench backfill shall be compacted as stated in the
EXCAVATION AND EARTHFILL PLACEMENT section of the specification.
When file drains are encountered, the file will be removed to a minimum of 25 feet beyond
the outside toe of slope of the dike. The file trench shall be backfilled and compacted with
material approved by the engineer or his representative. Tile drains that are removed
shall be either capped off or rerouted around the lagoon, as directed by the engineer or
his representative.
SAFETY AND HEALTH REQUIREMENTS:
All operations shall be carried out in a safe, skillful, and workmanlike manner. All safety and
health regulations shall be observed and appropriate personal safety and health measures
used at all times during construction.
Murphy Fam#y Farms Engineering P.O. Box 759, Rose Hill NC 28458 [phone]

ADDRESS: 488 BLUE NEWKIRK RD CHECKED BY:
MAGNOLIA, NC 28453 DATE:
COUNTY:--DUPUN SHEET
SEEDING SPECIFICATIONS
ACREAGE TO BE SEEDED: 1.8 ACRES
USE THE SEED MIXTURE INDICATED AS FOLLOWS:
108 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
WEL
05/27/97
OF
54 LBS. RYE GRAIN AT 30 LBS./ACRE (NURSERY FOR FESCUE)
108 LBS. 'PENSACOLA' BAHIA GRASS AT 60 LBS./ACRE
(SEE FOOTNOTE NUMBER 1)
SEEDING DATES: MARCH 15 TO JUNE 15
14.4 LBS. HULLED COMMON BERMUDA GRASS AT 8 LBS./ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
18 LBS. UNHULLED COMMON BERMUDA GRASS AT 10 LBS./ACRE
SEEDING DATES: JANUARY 1, TO MARCH 30
72 LBS. RYE GRASS AT 40 LBS./ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
APPLY THE FOLLOWING:
1800 LBS. OF 10-10--10 FERTILIZER (1000 LBS./ACRE)
3.6 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
180 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.
MUlpny ramily farms Lngineenng P. U. Box 759, Rose Hill NC 28458 [phone]

ADDRESS: 488 BLUE NEWKIRK RD CHECKED BY: WEL
MAGNOLIA, NC 28453 DATE: 05/27/97
COUNTY:-- - DUP-LIN__ ___ 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]

GROWER: CHRIS DREW DESIGNED BY: ACP
ADDRESS: 488 BLUE NEWKIRK RD CHECKED BY: WEL
MAGNOLIA, NC 28453 DATE: 05/27/97
COUNTY: — DUPL-IN -- -- _ SHEET 2 OF 2
3. Begin temporary storage pump —out of the -lagoon when the fluid level reaches the
elevation 98.90 as marked by the staff gauge. Stop pump —out when the fluid level
reaches elevation 96.50. This temporary storage, less 25 year 124 hour storm,
contains 56623 cubic feet or 423542 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.
muipny ramuy r-arms tngrneemg P. U. Box 759, Hose Hill NC 28458 (9 io) 289--2r 11

GROWER: CHRIS DREW DESIGNED BY: ACP
ADDRESS: 488 BLUE NEWKIRK RD CHECKED BY: WEL
MAGNOLIA, NC 28453 DATE: 05/27/97
---.COUNTY:__ _DUPLIN_ _ 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
y
pump, and pump back into lagoon
if holes are caused by burrowing animals, trap or remove animals.-_ nd
fill holes and compact with a clayey soil
other holes may be likewise temporarily plugged with clay soil
Murphy Famrfy Farms Engineering P.O. Box 759, Rose Hill NC 28458 [phone]

ADDRESS: 488 BLUE NEWKIRK RD CHECKED BY: WEL
MAGNOLIA, NC 28453 DATE: 05/27/97
COUNTY:--DURUN- _ _ _ _. _ _ 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.
A. During normal business hours, call your DWQ regional office, at 910--395-3900
after hours, emergency number: 910-733-3942. Your phone call should
include: your name, facility, telephone number, the details of incident from
item 2 above, the exact location of the facility, and the location or direction
of movement of the spill, weather and wind conditions, what corrective
measures have been undertaken, and the seriousness of the situation.
B. If spill leaves, or is likely to leave, property or enters surface waters, call
local emergency management service (EMS) at 910-296-2160.
C. Instruct EMS to contact local Health Department.
D. Contact local Soil and Water Conservation District Natural Resources Conservation
Service office at 910-296-2121 for advice/technical assistance. The
Extension Service can be reached 910-296-2143 for advice/technical assistance.
E. Contact Murphy Family Farms Land and Nutrient Management Department at 910-
289-2111 for advice/technical assistance.
4. 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.
DUPLIN COUNTY COOPERATIVE EXTENSION SERVICE
PO BOX 458, KENANSVILLE, NC 28349
910-296-2143
DUPLIN COUNTY SOIL AND WATER CONSERVATION DISTRICT
NATURAL RESOURCES CONSERVATION SERVICE
PO BOX 277, KENANSVILLE, NC 28349
910— 296— 2121
DUPL IN COUNTY EMERGENCY MANAGEMENT SYSTEM
PO BOX 909, KENANSVILLE, NC 28349
910— 296— 2160
DIVISION OF WATER QUALITY
127 CARDINAL DRIVE EXT
WILMINGTON, NC 28405 — 3845
910--395-3900
Murphy Famr7y Farms Engineering P. O. Box 759, Rose Hill NC 28456 (910) 289--2111

Swine Farm Waste Management Odor Control Chedklist
Source Cause BMFs to Minimize Odor Site Specific Practices
Farmstead Swine production Vegetative or wooded buffers;
• 0 Recommended best management practices; r I,
63" Good judgment and common sense
Animal body surfaces Dirty manure -covered animals Sr Dry floors
i Floor surfaces Wet manure -covered floors Slotted floors;
ts� Waterers located over slotted floors;
0 Feeders at high end of solid floors;
D Scrape manure buildup from floors;'
0 Underfloor ventilation for drying
Manure collection pits • Urine; Mr Frequent inanure removal by flush, pit recharge,
• Partial microbial decomposition orscrape;- -
C3 Underfloor ventilation "
Ventilation exhaust fans • Volatile gases; Er Fan malntenance;
Dust Efflelent air movement
indoor surfaces Dust Washdown between kroups of animals;
0 Feed additives;
O Feeder covers;
i�Feed delivery downspout extenders to feeder
'Flush tanks Agitation of recycled lagoon O Flush tank covers;
liquld,while tanks are rifling 0 Extend rill lines to near bottom of tanks with
' antl•siphonycrits _ _
Flush alleys' • Agitation during wastewater Cl Underfloor flusli with underfloor ventilation
conveyance
Pit recharge points • AgitatIon of recycled lagoon SKExlend recharge lines to near bottom of pits 4
liquid while pits are filling with anti -siphon vents
1! ift stations Agitation during sump tank. O Sump tank covers
tilling and drawdown
Outside drain collection Agitation during wastewater 0 Box covers
orjunction boxes conveyance
XMOC • November 11, 1996, Page 3

I
Source
Cause
BMPs to Minimize Oddr Site Specific Practices
End of drainpipes at
+ Agitation during wastewater
Extend discharge point of pipes underneath
lagoon
conveyance
lagoon liquid level
Lagoon surfaces
• Volatile gas emissions;
Gro Proper lagoon liquid capacity;
+ Biological mixing;
M-lCori•ect lagoon startup procedures;
+ Agitation
❑ Minimum surface area -to -volume ratio;
4'
Minimum agitation when,pumping;
O Mechanical aeration;
❑ Proven biological additives
Irrigation sprinkler
• Nigh pressure agitation; ,
Irrigate on dry days with little or no wind;
norzles
• Wind drift
❑ Minimum recommended operating pressure;
G?"Pump intake near lagoon liquid surface;
❑ Pump from second -stage lagoon
Storage tank or basin
Partial microbial decomposition;
❑ Bottom or midlevel loading;
surface
Mixing while tilling;
Q Tank covers;
• Agitation when emptying
.
❑ Basin surface mats of solI.ds;
-
❑ Proven biological additives or oxidants
Settling basin surface
• Partial microbial decomposition;
❑ Extend draltipipe outlets underneath liquid
i
• Mixing while filling;
level;
+ Agitation when emptying
❑ Removd settled solids regularly
Manure, slurry or sludge
• Agitation when spreading;
❑ Soil injection of slurrylsludges;
spreader outlets
+ Volatile gas emissions
❑ Wash residual manure from spreader after use;
❑ Proven biological additives or oxidants
' Uncovered manure,
Volatile gas emissions while
Q Soil Injection of slurry/sludges
slurry or sludge on field
drying
❑ Soil incorporation within 48 hrs.; -
surfaces
❑ Spread In thin unlform layers for rapid drying;
❑ Proven biological additives or oxidants y
Read animals
• Carcass decomposition
W Proper disposition of carcasses
Dead animal disposal
+ Carcass decomposition
❑ Complete covering of carcasses In burial pits;
'pits
0 Proper location/construction or disposal pits
Incinerators
• incomplete combustion
Cl Secondary stack burners
II AMOC - November 11, 1996, Page 4

Source Cause BMPs to Minimize Odor Site Specific Practices
Standing water around • improper drainage; 576rade. and landscape such that water drains
facilities . Microbial decomposition of away from facilities
I organic matter
Manure tracked onto a Poorly maintained access roads 57Farrn access road maintenance
public roads from farm
access r•
Additional Information ;
Available From
Swine Manure Management; 0200 Rule/BMP Packet
NCSU, County Extension Center
'Swine Production Farm Potential Odor Sources and Remedies ; EBAB Fact Sheet
NCSU - BAE
Swine Production Facility Manure Management; Pit Recharge - Lagoon Treatment; EBAE. 128.88
NCSU - BAE
Swine Production Facility Manure Management; Underfloor Flush - Lagoon Treatment; EBAE 129-88
NCSU - BAE
Lagoon Design and Management for Livestock Manure Treatment and Storage; EBAS 103-83
NCSU - BAE
j Calibration of Manure and Wastewater Application Equipment; EBAE Fact Sheet
NCSU - BAE
Controlling Odors from Swine Buildings; PIH-33
NCSU - Swine Extension
Environmental Assurance Program; NPPC Manual
NC Pork Producers Assoc
Options for Managing Odor; a report from the Swine Odor Task Force
NCSU Agri Comm unleations
Nuisance Concerns in•AnImal Manure Management: Odors and Files ; PRO107, 1993 Conference Proceedings
Florida Cooperative Extension
AMOC - November 11, 1996, Page 5

Insect Control Checklist for Animal Operations
Source Cause BMPs to Control Insect$ Site Specific Practices
Id
Flush Gutters • Accumulation of solids Flush system Is designed and operated t
sufficiently to remove accumulated solids from i
utters as designed.
2" Remove bridging of accumulated solids at
discharge
j Lagoons and Pits • Crusted Solids Maintain lagoons, settling basins and pits where
pest breeding Is apparent to minimize the
i crusting of solids to a depth of no more then 6 -
8 inches over more than 30% of surface.
Excessive Vegetative Decaying vegetation EFMalntaln vegetative control along banks of
Growth lagoons and other Impoundments to prevent
accumulation of decaying vegetative matter
along.wtiter's edge on Impoundment's perimeter.
ems
Feeders • Feed Spillage t?' Design, operate and maintain feed systems (e.g.,
bunkers and troughs) to minimize the
accumulation ofdccaying wastage.
j 13" Clean up spillage on a routine basis (o.g., 7 - 10
day Interval during summer; I5-30 day interval
during winter).
'Feed Storage Accumulations of feed residues Reduce moisture accumulation within and
around immediate perimeter of feed storage
areas by Insuring drainage away from site
and/or providirig adequate containment (c.g.,
I covered bin for brewers grain and similar high
i moisture grain products).
0 Inspect for and remove or break up accumulated
solids In filter strips around feed storage as
needed.
AMIC - November 11, 1996, Page I

Source Cause $MPs to Control Insects. Site Specific Practices
Animal Holding Areas Accumulations of animal wastes 0 Eliminate low areas that trap moisture along
j and feed wastage fences and other locations where waste
accumulates and disturbance by animals Is
m inhnal.
❑ Maintain fence rows and filter strips around
animal holding areas to minimize
accumulations of wastes (Le., Inspect for and
remove or break up accumulated solids as
Dry Manure Handling Accumulations of animal wastes 0 Remove spillage on a routine basis (e.g,, 7. 10
Sysicros day Interval during summer; 15.30 day interval
during winter) where manure Is loaded for land
application or disposal.
.0 Provide for adequate drainage around manure
stockpiles,
0 Inspect for and remove or break up accumulated
wastes.in filter strips around stockpiles and
manure handling areas as needed,
For more information contact the Cooperative Extension Service, Dcpartment of Entomology, Box 7613, North Carolina State University,
R'alelgh, NC, 27695.760,
`4
l
AMIC - November 11, 1996, Page 2

Mortality Management Methods
(check which methods) are being implemented)
-- --- -- -Burial fliree feet beneath tlic surface of the ground wiihin 24 hours affcr - -
knowledge of the death_ The burial must be at least 300 feet from any flowing
stream or public body of water.
Rendering, at a rendering plant licensed under G.S. 106-169.7
Sa><ES AT 5r7'E rcV- i AD Axl lMAt _ Cou.V r aAJ Sy '69,xK
❑ 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)
y -
December H, 1996

g :.:=-�::,�maIZAA
Producer: C k,r ; 5 D r- ew-
Location: S R 9103 }iA Co ,
Telephone: a 7 9" 3 S 5L
Type Operation: 0eAv-- G-cA -r- r
Number of Animals: d GC O
(Design Capacity)
The waste from your animal facility must be land applied at a specified rate to prevent
pollution of surface and/or groundwater. The plant nutrients in the animal waste should
be used to reduce the amount of commercial fertilizer required for the crops in the fields
where the waste is to be applied. This waste utilization plan uses nitrogen as the limiting
nutrient. Waste should be analyzed before each application cycle. Annual soil tests are
strongly encouraged so that all plant nutrients can be balanced for realistic yields of the
crop to be grown.
Several factors are important in implementing your waste utilization plan in order to
maximize the fertilizer value of the waste and to ensure that it is applied in an
environmentally safe manner. Always apply waste.based on the needs of the crop to be
grown and the nutrient content of the waste. Do -not apply more nitrogen than the crop
can utilize. Soil types are important as they have different infiltration rates, leaching
potentials, cation exchange capacities, and available water holding capacities_. Normally
waste shall not be applied to land eroding at greater than 5 tons per acre per year. With
special precautions, waste may be applied to land eroding at up to 10 tons per acre per
year. Do mot apply waste on saturated sods, 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
disldng 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 21-0217 adopted by the Environmental Management Commission. _

Amount a blasts Produced Per Year allons t3 tones etc. _ —
a kC animals x'-f(amt) waste/animal/year = 10 g a (amtt 3 waste/year.
Amount of Plant Available Nitrogen (PAN) Produced Per Year
a (°COanimals X=181bs. PAN/animal/year =1aLf? lbs. 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 ADolication
_��
r w
r
.��
ii•
r0= KxKxf fra EMI
* This N is from animal waste only. If nutrients from other sources such as commercial
fertilizer are applied, they must be accounted for. N must be based on realistic yield
expectation.
NOTE: The applicator is cautioned that P and K maybe over applied while meeting the N
requirements. Beginning in 1996 the Coastal Zone Management Act will require farmers in
some eastern counties of North Carolina to have a nutrient management plan that addresses
all nutrients. This plan only addresses Nitrogen. `
CN1� ni My Cara e.crc u°je �-e �; Yec� r -I r
H . 3-7 Aurc s a"� c o-r" t:�7 � 1l bU
vv\ oa •v, 0,- k- o S rnq {l 5 re. = Co ✓V- 4r rcCe-.515
l�oi� r�Qy 10c- a�CrS2�clec� 0.�C� gr0.LCo� ..� AesivE.al
jkiCjiC Nei ni MK,.^ ac✓ca re. •tip �e.� �a/� �n7 y,r
snore dep�nai�o4n

Table 2: ACRES WrM 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 Ibs. N
Utilized
Table I
Table 2
Total
Amount of
Surplus or(Q
1 30-S.
Produced
b
NOTE: The Waste Utilization Plan must contain provisions for periodic land
application of sludge at agronomic rate& The sludge will be nutrient rich and will
require precautionary measures to prevent over application of nutrients or other
elements.
3

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
Nn Rate (In/Hr) Amount (In-)
ai
B
Belr,nucJlq
5
. 5 ' .
o
THIS TABLE IS NOT NMED IF WASM IS NOT BEING APPLIED BY IRRIGATION, HOWEVER A SIMIIAR TABLE WILL
BE NEEDED FOR DRY IM"ER OR SL MY.
Your facility is designed for �days of temporary storage and the temporary storage
must be removed on the average of once everyfo MONTHS. In no instance should
the vohune of waste being stored in your structure exceed Elevation5ee
or PK"'l1 .
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.
4

f WASTE UTILIZATION PLAN
REQUIRED SPECINICATZONS
I: --Animal waste shale -not reach ­surfa-nP waters -of -the- state by - -- -
runoff, drift, manmade conveyances,. direct application, or
direct diocharge during operation or land application7. 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 -I-f-- the -producer does- .-
not awn. adequate. land to­proner1.y:di6p0se' of waste, lie/she sha:11­
provide a- copy of .an agree-mtnt with a landvwiiec whu .its 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-apply-ed to land that is 'eroding
---at=5� more on�s_L but.; ea an- O-t-Qns-}� a �e ,_,year-::.:_.__._.._
providing-g as.s filter strips are installed where runoffleaves
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
tlood#k9,. it will be soil incorporated on conventionally tilled
cropland. When applied to conservation tilled crops or
the waste may be. -broadcast provided the application =
'does not occur during a season prone to flooding. (See "Weather
-= and Climate. -i.n- North, Caro lina„__for' --4uidance. )
-7. Liquid waste shall be applied at rates not to exceed the soil
inf i ltrat ion rate such that runof f does. not occur of f site 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 grops in such
a manner that the crop is not covered with waste to a depth that
would inhibit -growth. The potential for salt damage_ from animal
waste should also be considered.
Page: 10

T WASTE UTILIZATION PLAN
REQUIRED SPECIFICATIQNs'
10. Waste nutrients shall not be avnlied in fall or winter for
spring planted crops on soils -with a high potential for
leaching. Waste nutrient loading rates on these ,oils should be
held to a minimum and a suitable winter cover crop planted to
tak ..released._ -nutrients . Waste shall---not--be applied ---more
than 30 days prior to planting of the -crop or forages breaking
dormancy.
11: Ariy-=nevi swine facility sited on or after Occber 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..anv residential
property • boundary and -'from any pererinial- stream or river' (other,
than- a__n 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
-
13. Animal waste shall not be applied closer than 200 feet of
dwellings other than those owned by the -landowner.
34�—�sTasta1-1 -be=
�p3iaed=a-mann�rrt=toxareir of - �`t .-�-- f
and public right-�af-ways ..
15. Aniriial=-waste shall not be discharged into surface waters,
drainageways, or wetlands by a discharge-ot­by.over -spraying.
- Anima1 -waste may -.:be -applied to prior converted cropland-. provided
they'l ave been. -approved as a land: application site by .a..
"te-ch3 i-cal, specia7j3st'1'--. ._..Axiimal caste :s1iaT1--not be apP116 i on
grassdd°waterways. that discharges directly inton water courses,
and on -`-other grassed waterways, waste shall be applied at.
agronomic rates in a manner that causes no runoff or dritt.from.
.._
16. Dom�.§_E-JCc 'and industrial waste from urashdown facilities,
showers, toilets, sinks, etc., shall not be discharged into the
animal waste management system.
17. A-prat.ective cover of. appropriate vegetation will be
established on all disturbed areas (lagoon embankments, berms,
�._.
pipe runs, etc.). Areas shall be fenced, as necessary, to
prote��t -- e vegatat3orr: -------Vegetation suc as fees, "shams, an
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.
PJMga.: 1 1

�"- WASTE UTILIZATION— 'J TLAN
RITOITTIZED 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
Nutirs1b1l1Ly of un illegal discharge, pollution and erosion.
19. Waste handling structures, piping, pumps, reels, er.r.: , shniii d
ba 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
aniiiial =waste is used°on crops. for direct human consumption it--
should.'only be applied preplant with no further applications of
anima3 vaste--duririg "the-- crop season.
21. Highly visible markers shall be installed to.mark thetopand
bottom elevations of -the tempor-ary_ -"storage. (pumping
all:waste trearment"lagoons. Pumping shall be managed to
maintain the liquid level between_.the markers: :A marker will
be- - required to -mark the maximum­.f3t7(.jxage volume for waste
storage ponds.
-22: Waste=:shall--be-,tested within- 60 days --of utilization=and soil
,___-_sha.l=Lbe.-tested=a eas aast ~_
_
- pto..utts.are applied. Nitrogen shall be the rate -::determining
el"e�ment:: Zinc ""and copper levels : ri .Ghe soils shall -.be
monitored and alternative crop sites shall be used when thes
- metals,--approach--excessive levels-: -.pH shall be --adjusted for -
optimum- crop- production -and - mai:ntaned _ soil - and -waste
analysis records shall be"kept, £pr`five years. Poultry dry
------•� - ------ =waste-appi.-ieati�.an-records-shall'?�e�maintained for- thiee (3) -
"years, Waste °-application records -far all other "waste shall be
maint4i.ned for five - (5 years.
23. DeacraYrintal"s will be disposed of in a manner that meets North
Carolina requlations.
�; Page: 12

WASTE UTELIZA.TION PLAN AGREEMENT
Name of Farm:
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 facilities will require a new
certification to be submitted to the Division of Environment Management (DEM) before
the new animals are stocked. I (we) also understand that there must be no discharge of
animal waste from this system to surface wasters of the state from a storm event less
severe than the 25-year, 24-hour storm. The approved plan will be filed on -site at the
farm office and at the office of the local Soil and Water Conservation District and will be
available for review by DEM upon request.
Name of Facility Owner: _ C Y ' 5
(Please print)
Signature: ��'�� Date: 0,1
Pl
Name ofManage different from owner):
Signature: Date:
Name of Technical Specialist: (Please print) Kmilcx, W e-S �e lr ee-k
Affiliation: /y1,krQL-4 FC4-v+\ t 1- f F5a r►''S
Address (Agency): ` o 130
Signature:
I
�Os-e H IP ,IBC_ a?Y 5 S
Date: .5-- Q -9 %
8

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Landowner/Operator Name:
Address:
Telephone:
TABLE 1 - Field Specifications
IRRIGATION SYSTEM DESIGN PARAMETERS
-5 Drr—n,.D County: Q✓�� �h
1 ..01 /VC, —�
Date; w j — —7
l io V?`1 3?69
Field
Number ,
Approximate
Maxlsnwn
Uscable Size
arFtetd2
(acres)
Solt Type
Slope
(%)
Cro O
Maxlmum
Application
Rate3
Lslhr
Maximum
Application
per Irrigation
cycla3'
Inches
Conunenta
1:7 %
Ali A rM
d
erMvCO.
. r.��a,
3
.87
o A- a
-
ram. Crs
. `�1
, y
0 7 Al—
'
1See attached map.
2Total field acreage minus required buffer areas.
3Refer to N. C. Irrigation. Guide, Field Office TecMical Guide, Section H G. Atunual application must not exceed the agronomic rates ror the soil and crop used,.
MRCS, NC
NNE, 1996

TABLE 2 : - Traveling Irrigation Gun Settings
Make, Made! and Type of Equipment: �� r, 3 A T" 6i �e ari ,..,�,i"��' �e.�.
field Nol
and
fidranl Not
Travel
Speed
lilmin)
Application
Rate
(irvly)
TRAVEL LANE
Effective Effective
Width (11) Length (11)
Wetted
Diameter
(rect)
EQUIPMENT SETTINGS.
Nozzle Operating Operating
Diameter Pressure Pressure Arc
inclics Gun (psi) Reel(psi) Pattcn>>
Comments
1(b l
11-7
a 3(D
. $� a
87
T
o
7
T
3 I
�
•3Q
I(Ol
230
150
77
TQ
Li i
J G r
500
930
, '5o
77
-jrO
S
•31
1io I
230
. V2
E 0
T7
-ro
See attacheld map.
'2Show separate entries for each hydrant location in each field.
3Use the foilowing abbreviations for various arc patterns; F (full.circle), TQ (three quarters), TT (two tltirds), H (half circle), T (one third), Q (one quarter).
May also use degrees of arc.
MRCS, NC
JUNE, 1996

EXHIBIT D-3
TABLE 3 'i- Solid Set Irrigation Gun Settings
Make, Model and Type of Equipment:
Field Not
and
Line Not
Number of
Hydrants
Wetted
Diameter
reef
Hydrant Spacing (ft)
Along Between
Pipeline Pipelines
Application
Rate
(inlhr
OPERATING PARAMETERS
Nozzle Operating Operating
Diameter Pressure 'Time
inches Gun(psi) H Brant r
Comments
fSee attached map.
2Show separate entries for each pipeline with hydrants in each field.
MRCS, NC
DUNE, 1996

TABLE 4 - Irrigation System Simcifications
Traveling
Irrigation Cud
Solid Set
Irrigation
Flow Rate of SprinWer (gptn)
1 0D
peraling Pressure at Pump (psi)
0(c, 5
Design Precipitation Rate (inlhr)
3 D
Hose Length (feet)
.000
xxxx7{XXX
Type of Speed Compensation
,J14�a��Gq
A.
XXXXXXXX
Pump Type (PTO, Engine, Electric)
P TO
Pump Power Requirement (hp)
TABLE 5 - Thrust Block Specifications)
Do6oner mnv nrnviaie thrust hinrlt rir.tnita nn cennrnte.sheet
LOCATION
THRUST BLOCK
AREA (sq. ft.)
900 Bond
Dead End
Tee
C .. T TO PIA l.mne C: _1.1 nms're..l...:--1
l±..:.7.. C11..1:.... ttl 7]... _i:-_ n,.a_ A7rl r%n
EXHI131T D-4
MRCS, NC
TUNE, 1996

EXHlBr1' D-5
IRRIGATION SYSTEM DESIGNER
Name:
Company: �+r Fa rn i j�c. ram.,
Address: pd t co i o1e ( M A/C p S`V 58
Phone: Q[y c3204 a 1 l
SrV
REQUIRED DOCUMENTATION
'file followinlg details of design and materials must ;icconipany all irrigation designs: _
1. A scale drawing of the proposed irrigation system which includes hydrant locutions, travel liuies, pipeline routes, thrust block locations and buffer areas where applicable.
2. Assum'ptidns 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 deternnhie the size of thrust blocks and illustrations of ull tluvst block configurations required in the system.
6. Manufacturer's specifications for the irrigation pump, traveler and sprilWer(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-DD.
g, 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 embankinents without the approval of the designer.
NOTE: A buffer strip � feet wide or wider must be maintained between the limits of the irrigation system and all perennial
streams and surface waters per NC Statutes.
NRCS, NC
RUNE, 1996

i
Narrative of IrrigationISystem Operation
bescribe the operation of the system in the space provided below or on a similar sheet most convinIient to the dcsignerlsuppller.
Include procedures such as start-up; shut -down, winterization and regular maintenance of all equipment.
EXHIBIT D-6
�l 1 �L- /
•Man / / •
iTy
P. r MME
, _ IN
!M
I�
MRCS, NC
JI.TNE, 1996

og
RM
2DO Fo&.1s

II � •� a�`�' , tic � �� I � I ` o $� � ,� � � N
J
10
iv
111.�+r� A 11 Iry'
� { � � �,�,Fl� 10�*.�11f � • '�. �.. 111!��I I -r±vl. �I�� r . � �I , I � � 1p
r i !"i r�+ µ }�ii!+{ ti } .I,' {, , + I �{il' f — (�9,�'• L+' �' i' � �
• d'� o �!>,,f''�'', I I ,�., ,r.l �P II � �' L 1 S•r �W �
�� _!+�. r �`E� s - ,�I�+-J •{qQ '"� I+I y :! !�I I i' I�r ,r,�r.
��+. • •'� ]"Frl {,.I�'ty f;�l ,.!� \S .J u: I i 9, yo /'�''�':::.'•:.
. •(.,,, .� �, SI`l .+E'v'� ��. + ,• jj1444111 i y�
I.,. .� Jr.f �!�.. Imo. r:�,_S�•� F � rr ..� ! �
::� I, F,�•I I. to I, I 1 . I•* ;•y'rS;y1:. I C � •P _
4. '.a � ill �i \. � e� `~ a f: �"s� :1�T.1• � �� a C '�•L
ki-C
156 �� 4
� - r i1, � i 5 � O L `'• l I I ,L�.� ,o .a I � 1.: •A f o ,� �
19 IY?D
_ _ j I i, I �1 �� t•io i a � �
yrr Irtrl3i�x' / r� I .I „�3 1 h•l I'L\ a .a ��'" �.,� .:W. 0 o I, •�, 4�.
i r It " II 1 1 1 r l ` I -+� ;•�u N '+�• �O �� q'1
15• .;:.,I I r` I IIllt'lu
xT Y ♦� �7� I 1P I IP S +`•ir rl,, I I
t1a II
r i,. �!�• j �I!la
1 •� ►.1 ry 1�i?'I -r� r+ Ir; ,!s ., 'I! I S" 4 •O , �\��.
�•. 1 �" , d' . /?',1g ;� �' � �, `\ •�• ! .,� Its ,'� . ,, I / �! � pss,,;�;�

MURPHY
F A M I L Y F A R M S
_CCr
Ar-\ w 1 �o�0f or �"se--
Nt�S--% 100gyr�
1 �s
P(.�
C.AV? CJ
-AK = XIa o 3�oG
t 15T a-1C)o
p
` C (0 1
t 3 3 5' A -a
I ao i.451.
W��� 1- I Uti
�L
.5B `hoo' x 1335` = —1.1� ot- 35�5I
Post Office Box 759, Rose Hill, North Carolina 28458, [phone], FAX [phone]

- -M
M L+�J1 R P TT71 1f
F A M I t Y F A R M S
o c, r• Q, a c1
r'� ��c�c r p �c s 5 v. �� 50 r
0, �J•�pSti
�oz.zle
jlllzk eN e-
�055 fhra" r«
(46,
►� �. u�
C r + Q r
�Q�b F���yL �o.SSGJ (��^4T�or1'��SC�e.rc�'C`Lr� 1.b��S•1
iot�.5 s ► or
e
pOvJc+r [tee ,G\
�,A - ay��x
-`Gro„� u7o�•� f�� a PTD d,��-j�5� r1-
�n r
FTo '/,✓r\ Mo�C' k/i �� r� C I�b Stoo Y V-eN
C 1 D o�
Post Office Sox 759, Rose Hill, North Carolina 28458, [phone], FAX [phone]

--led
MURPHY
r FAMILY FARMS
_T�07_ 0
��S 3
`i " l�G rR o - J. _)-j x
15 Do
� 500
4ipQ. t QC. rG `b�goc7 �,-1 ® �A, I i'c, { 1 � i-� e T- Cr- 57:5 6 T GL 4,j4.a Ir T1O
�,�acrc-►r xa�,�5��a� jam«' -� •- = a5-719G
1
e_ c, ,.-
1y
LA a1,1" x Q`
�J �f�or7� I -
U r r, o�] ©�
P y'"'�
Post Office Box 759, Rose Hill, North Carolina 28458, (910) 289-21.11, FAX [phone]

23A PERFORM NCE -GUIDE
23A WATER -REED. PERFORMA14CE INCHES DEPTH OF APPLICATION
NELSON' SPRAKLER
SYSTM
'IRRIGATED TRAVEL SPICED -PEEP PER HOUR
S8100 PERFORMANCE
INLET
AREA
& NO!-, PSI GPM D!A
PSI
WIDTH X LNGTH 40 50 75 100 125 150 175
.712'
50
74
220
75
154 X 677
1.0
0.0 0.5
0.4 0.3
#.3
0.2
Ring
fiD
81
235
88
165 X 682
1.0
0.0 0.6
0.4 0.3
0.3
0.2 '
or .7'
70
88
245
101
172 X 586
1.1
0.9 0.6
0.4 0.3
0.3
0.2
7ape•-•
80
94
2155
114
179 X 589
1.1
0.9 0.5
0.4 0.4
0.3
0.3
.768'
50
r
88
225
81
158 X 679
1.2
0.9
O.6
O.5
0.4
0.3
0.3
Ring
60
95
240
95
158 X 684
.1.2
1.0
0.6
0.5
0.4
0.3
0:3
of .75"
70
104
250
lug
175 X 686�
1.3
1.0
0.7
0.5
0.4
D.3
0.3
Tape-
80
111'
265
122
185 X 593 '
1.3
1.0
0.7
0.5
0.4
0.3
0.3
'.81
50
100 ,
230
i 87 161 X 581
1.3
1.0
0.7
0.5
0.4 '
0.3
0.3
Ring
60
110
245
'102 � 172 X- 686
1.4
1.1
0.7
0.5
f 0.4
0.4
0.3
ar X
70
118
260
116 182 X 691
1.4
1.1
0.7
0.5
0.4
0,4
0.3
Taper
00
127
.275
131 1S3 X 695
1.4
1.1
0.7
0.5
0.4
0.4
0.3
.857'
50
115
240
95 160 X 684
1.4
1.2
0.8
0.6
0.5
0.4
0.3
Ring
ISO
125
26D
110 182 X 691
1.4
1,2
0.8.
0.6
0.5
9.4
0.3
cr.75"
70
135
275
125 = 193 X - 696
1.5
1.2
0.41
0.5
0.5
0,4
0.3
Taper
80
145
285
143 20O X 700
1.5
1,2
O.S
0.5
0.5
0.4
0.3
HOURS FOR 00 FEET OF TRAVEL:
15.1E
12.O. 1
8.10
6.D
4.8 '1
4.0 1
3.4
Systern inlet pressure shown above Is for Turbine Drives. Eaglne Drives All be 3pprox 10 PSIADvoer.
'Area cavereal may ray docriding an wind carstgtlens, lleM dlrm xstwz aad wso of 'raspeafied s�rizklm.
The sverage me a covered per run Is 2.0 acres.
The '3yslem lisle Pressure' Is the pressure regmired al IJ4e lr3;tate: Inlet. fi lasirdes allowances forlhe trrarei
drive~, PE tube ao8 sprintder pressure. Turbine drives will require addl[i4ral pnresau:re al h1liber speeds. lI 0,
pressure alluwarrcts for ileid einallon erroairr.flne pressure cars.
Use tit: rraa,ll Vr;arl=nx puliey al ground speeds abo-v, 75 feel per hour.
?r,r" rt is subject to change vrilhoul malice.

1FG01=CAPRAR1 PTO PUMPS:
r ,-RUGGED TRACTOR'DRIVEN
CENTRIFUGAL PUMPS
4,11W
F
I ifco: =Caprari horizontal centrifugal PTO pumps are VjW
signed to suit all types of irrigation systems_ A very dependable step-up gearbox is an integral part
These rugged, efficient pumps are usually supplied of these well proven pumps. The gearbox shafts are
ounted on a two wheeled cart making them very easy supported by heavy duty widely spaced bearings. The
handle. box is oil lubricated and some models are also water
Line includes high head pumps suitable for all sizes of cooled. A dip stick is used to check oil level.
javeling irrigation machines. Cart construction is heavy duty tubular steel fitted with
Pumps are supplied with cart, PTO drive shaft and 16 ins diameter wheels mounted on roller bearing hubs.
ld-on companion flanges or fitted with priming valve, A rear stabilizer prevents the pump from tipping
primer, pressure gauge, and suction adapter. backwards.
'�•+�� PTO PUMP PERFORMANCE TABLE
S �r-
GPM
t40
DISCHARGESUCTIONMODEL
�F)
-n, D02140
PSf
103
103
102
100
99
88
71
2'
r
Np.
.7.
.8-
.4.
.to.
.110
.98.
11
_13.
.15.
90 02140
PSI
145
145
145
1"
143
va
Im
2•
12I
F1P
.13.
.14.
.15.
.16
�7.
.t7.
.it-
115 . D215D
PSI
135
135
137
137
131
136
135
128.
121
2'
3'
128
HP
17
17.
.18.
18 -
•18•
.19.
.22.
.2i.
Z7
56 D3150
PSI.;
170
170
470
170
167
160
150
133
2•
3.
64
1
BHPJ
24 1
25
26
26
30
35
38
41
77 D2165
PSI
107
108
108
107
105
103
100
97
4'
4-
-90 q
HP
is
21
I 73
Z7
29
31
34
36
102 03165
PSI
161
160
156
154
151
146
142
136
4'
4'
1
liP.
.�.
_
.�.
•�-
DD1180
M
43
43
a
41
3s
3s
36
32
27
4.
5-
46
1
9P*
"9
10,
11
12
1 '12'
131
13
14
15
51 _`D2180
1t0
109
109
108
106
107
105
103
99
4'
51
56
.HP'
-28
31,
-33-
36.
.3a
40
43
47
51
61 D04J80
PSI
167
t67
t66
165
t63
110
119
152
143
4-
5.
67
.14P.
.44.
.49.
.53.
.*.
.6.
V
.6.
.i7.
44
4MR WWI
PSI
192
191
190
187
185
182
178
169
157
140
4'
5'
�.
A
- - —
- - -
- ' -
.60.
.63.
.�.
.70.
.76.
�
�.
-'aY vwy CIA n3Q*
PSI
235
235
235
235
235
232
231
224
213
2U0
4-
51
HP.
..1.
.._
_..
.7.
...
...
...
...
166
.114
B031100
PSI
116
115
115
114
112
110
IW
4-
HP
47
50
I 54
s9
fit
68
1 79
D3/101'
PSI
157
Ise
157
155
113
146
1:
4.
6'
}ip
G7
74.
.82-
.90
g8
1i1
'22
D011125
37
36
35
34
30
25
21
.19_
-21.
'i2
.i3.
.i5.
-i.
GPM
50
60
70
80
90
100
150
200
250
300
350
400
450
500
600
700
t0D0
t200
1400
- °Ye detads apoy to
P R u HP
>a M
Ned pumps
x�
Fitted with water cooled gearboxes
SA

CONSTRUCTION NOTES
Use Class 200 Gasketed .� "PVC pipe.
-Use.-Schedule_80 .Fittings_
Install pipe with a minimum cover of 20
Do not dig trench beyond changes of direction or ends of mainline must
have undisturbed earth to support thrust blocks.
Dig a wedge into the trench bank to form the thrust block area.
Refer to the design for thrust block calculations. Use no less than the
minimum required area of concrete.
Install 2 air reliefs (AV150's) where designated by "AN." on the scaled
A technical specialist with "l" designation must, be notified 2-3 days before
installation so that he/she may schedule inspection visits during installation.

Diamond ASTM D-2244
IPS Pressure -Rated PVC Pipe
Approximate Coupler Dimensions
A
A
O.D.
C
Size
Gasket Race
Socket Depth
-2
3.166
4.500
21/2
3.719
6.000
4
5.603
5.000
.6
8.252
6.250
8
10.420
6.500
10
12.762
7.500
12
14-952
7.500
D-2241 Pipe dimensions
Minimum Wall Thickness
0-17a5 SOP-13.5 SOR-21
SoFt-26 SOR-32.5
SOR-4
5-le O.D.
Sch.40 315 PSI
200 PSI
16() PSI 125 PSI
100 PSI
Y, .840-.109
.062
2/4 1.050
.113
.060
1 1.315
.133
.663
1W.."I'.660
.140
.".079--
-.-064 -.056 -
-77 T3 ------- iD91--.073--------
21/s­ 2-875
.203
-.137
-110 .088
3 " 3-500
.216
..167
- 135 108
4 - 4.500
.237
.214
.173. - 138
.110
5 .'-,5.563
.258
j65
_214,
.136
6 " 6.625
.280
316
-255 .204
- 162
8 - 8-625
.322
_4*1()
.332 -265
.210
10 *'10.750
.365
.511
.413 -.331
.262
12 -12.750
.406
imond*s IPS Pressure -Rated ' PVC Pipe couplet
...aets the requirements of ASTM D-3139.
'Inquire for availability.
Diamond
Gasket Specifications
I- Gasket configuration locks gasket in place and
prevents fishnT66thing.
2- Chevron seal for added pressure sealing ca-
pacity.
3. Compres'sioii seal- _- provides -a -seal .- -under -
vacuum.
4. Wiper bbAdt to clean spigot end.
Diamond
ASTM
D2241
IPS
Pressure -Rated
PVC Pipe
Rimer .Qiasketed
Joint
Dimensions
'IRK
L
OF
0-0
Ri W -iCcl
Pipe
A
B
D
Size
Insert
Socket
Diameter
3
4 1 r-
3118
3
4
5 1/4
4 7116
4
I n
SIT_'
-.5
6-
5
6
7 33116
5 1 r2l
6 7/8
10 Its
10-
5 3M
7 1 f2
12 1 f2l
13-
6
& 114
14 11116
Short_ -FQrrrt
S !)ec if i pr -=Diaiwon - ------
RVC-Irrigation---Pipc---_
A STM.-D224 I -SDR4 1,32.5,26-,o r2-1
Diamond PVC Irrigation Pipe shall be made of
compounds-c6nforming to ASTM D1784 With a
cell Classification of'12454B. Diamond PVC
Irrigation Pipe must meet all the dimensional,
chemical.,. -and. ' physical physical -requirements as.outlined ._.,.;
in ASTM D2241. -Annex. MqSI/ASAE S376.1
and SCS 430-13D, and.will be supplied in 20 foot
laying lcngkhs.

p

FRICTION LOSS.
CHARTS
FOR
DIAMOND PIPE
IPS DIMENSION
-� -- - - p
4-Inch 5=lncti -6=inch
-
6-Inch
10-Inch
12-Inch
Gallons
Per Min.
IN FEET PER HUNDRED FEE
FRICTION HEAD LOSS
150
1.11
160
1.26
170
1.41
180
1.57
190
1.73
200
1.90 -
220.
2.28 .81
.34
.09
240
2.67 .95
AO
.10.
260
3'' 10 1.10
.46
.12 - ._ .
280
3.56 1.26
.54
.14
300
4.04 1.43
.61
.17
320
4.56 1.62
.69
.19
340
5.10 1.82
.77
1
360
5.67 2.02
.86
.2.24
t 380
6-26 2.22
.95
400
6.90 2.45
1.04
.28
.10
420
2:69
1-14
.31
.10
440
2-92
1.25
.34
.11
460
3.18
1.35
.37
..12
'
00
5550
3.70
1.58
.43
.15
.060
1.89
.52
.18
.083
600
2.22
.61
.21
096
650
2.58
.71
.24
110
700
2:96
81
.28
.125
750
3.36
.93
32
.141
800
3.76
1.04
.36
.158
850
4.24
1.17
.40
_175
900
Table 6.ased on Hazen -Williams
4.71
1.30
.44
.194
950
equation=-Cw = 150
5.21
1.44
.49
.213
1000
-
5.73
1.58
.54
.233
I To find friction. head loss in
1050
PVC pipe having a standard
1.8 =
.65
54
1100
than 21.
dimension ratio other2.
1.05
-70
.2.27
1150
the values in the table should
_
•98
22
1200
be multiplied . by . the
=
2.21
3
2.39
76
--.82
.322
ro riate conversion factor
�P -P _-..
-(F)
-
.
_.. .
-- --- - - ...
1300---
'
shown below:
2-76
_397
1350
1400
2.95
_95
1-01
.423
'1450
SOR PR F
3.16
1.08
-451
150C
3.35
1.15
.508
21 200 PSI 1.00
. 1600
26 160 PSI .91
1.30
.568
1700
32.5 125 PSI .84
1.45
632 _
_
1800
41 100 PSI 785
1.62
.698 i
t900
51 80 PSI - .75
1.79
.767 J
2000
64 63 PSI .71
1.97
.840
Loss below bold line indicates velocities in excess of 5 feet per second.
Velocities which exceed 5 feel per second are not recommended.
Page 2 2-83

IlNSTALLATION
Diamond -Agricultural -PVC -Pipe should. be_ assembled and _
installed with uniform and continuous support from a firm f
base in accordance with the installation procedures provided
in ASTM D2321, and the Installation Guide for 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 hell, 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
apply force, the pipe should be protected by placing a board
between the bar and the pipe -
If norrhal force does not complete the joint, disassemble the
joint and examine the parts to make ce,:ian they are free of
obstructions. Visually inspect the completed joint to insure
the gasket has not been dislodged.
Table 4. OFSCRIMON Of I.*148 :O61k:NT MATCRIAL CLAYSIfy CAi'Ilw.%
4f71L
SOIL
VI;$CIIIrT1OS Pi
CLAfS
Trrs:
SIAT[:a IAL CLASSIricArty\
tti..a 1 5.:11•
-.
Mwf.1M..J .nivl Y. ['••�� �.,1.:.4 IN r 11!I
CI_. [I $.a1
CW
WIU. .Jrd tr.r.11 . W ....d.,.,r w.:a•.rr1. Sink « ... I- -NK .. _­d
.s I1.r,+n r ;_4 .. N.-...1... M«< N.. a}f....,.wJ ... N. Y.I i�'•r
U
P.w1T i..6cJ /r...1. Y.a [.•-r1..M �:..r..• Irk .. -. rw !W .r �.i J
- /•...:.. «..:nti .� N....:1..• AM.1 a.A eSC ,...w.1 r N.. ',n .:r.s
Ck..
SW
r'rIl-I,.a.rl r...d..wJ [""lIT 1rda. I:.fr w .., frv,- a,..r d... }.r d r.•a.r
q1%.. -I ... I:-• \n._.r ttrr.
Sr
rw.rfr F•.A.J ...J...d [..-raT aa.M.-6.1,.. -- 4.- R..rr r... V.0 d:..Y.r
Yi(
[T.r, 111 S.J.•
CJl
W K .n.:.rr
CC
CI.Tr[1....1.. p.-rl...�l .ial ....u..r. M.S.. _: .J...._-,....�..,....•J
Sit
SJ,T ,...M-,W...k ..n.r.. ./....h.A Mrl .s . ... ..r.- 1•. r. I... ...-.
M.. N1. SM'-;.rJ-K-. 71.1
SC
[T,:T , W 9..4ct,T...,..1 M... N.. !.r< .A
.r
i:.... N1 d,r WL ....-�.d
_ _Cw W S,.I.
ML
I,-,- ,iu..i1T r- .....IL «.e (1-, ..YT ...i.. ,
50 «U . W%w[ nw1 r..v,W.. 1,n wrr
CL
I-., - rl.p d i.- a• J..r rl.. '•'T. C•-: n� .1.;.. - • I.T..
-
kr. [t.r, L:e•.:J L...w },K .. In.. Mre .r �.r M+� .�• �•� •w:
MIN
k...,- Y.1_ ..w. r..-w ..F- 1.,'-1
CM
•- --I.ni .kT. d Iri6 1J.Y�+T. rw n,T. t-,-+ k...: ✓..•..... car: wI ..
• I...Y, N.. illll .w
Cts., r
[ Mr:.. 1.+.
5e9. w r . rA• .+ rf:..rt, .r..
n1 l6iaw:c.4.T. d _,W_ .. a.[r.1-., L...-I [.-. (..r. a.. MK SK ..
..«e p..«. N., 200 .:r..-
M
SJI Yi n 4,r-d:. AST" U 2e17...e.p. Ir CI... 1 ­1 .a.i w Jc6..,.1 .w ASTM 11 :I!I
+P..d- -i ASTM 0 1447_ %_ Juw $16 1— N.. 2e9 .�.1. _... -'-��7,:-r'i...rYi►"ASTi/-U-mat7•u.iH-vw6-SL-.w.17S.p1.1r[. W_
:....r CL Wa r a,:. d Cu,, of a.. d cktl 111
Table 5_
APPROXIMATE GUIDE FOR ESTIMATED RANGE OF DEGREE
OF COMPACTION VERSUS EMDEDMENT CLASS AND tiCT110D
OF PLACEME\T AS PERCENT OF STANDARD PROCTOR
DENSITY OR RELATIVE DENSITY -
FOR GRANULAR MATERIALS IN PARENTHESIS—
CLASS OF EMBEDMENT
1
11
Lit
IV
MATERIAL DESCTt07WN
I[a.ra[savd
Cp."
Said k.O Ga.d
mi.cd-re I;.
FY,[Gay
Makuws
Spits - Clea.
idk
Scr.
O1.;i -ix. CO..ICAI Ib"t
9.0
9.11
ab
Sinn l of dry veyY
SaI cwo t-"wn ►. c&w
S of P,pcwr (tr Arkli+_) omki 9a,Vc
Co...p<, try pose escaper
95-300
9S. 100
95•tO0
90- KO
Ocw..fr 9T Folalk
Io0 9S
IUV7
.._
9095
75-10 --
.trasrt
16DTSi
(60 ZN
Ca1w*4nr OTtalwalin:
R49f
1495
ccaTsl
[[�5:1
Ilyd ph:.r
(bs0
.
az
.land .>,„p
fnsa
[410
Ean
( 541.TI
IM1q
(ago
(a CU
(AXII
90 R
4.0-6m
(sawn
I.rlau•c a+...[ ...-.id ... pa.e,dt.cc.
Tr . LA .... r. n an ilyra.:.wa,r tr..4 drl.....i : .,tr ,,.. r. a'.... �Iru."<a Jr.w.1A +•
�. .w•..-Yd fW d-t. ru. "I" d...(. -A-1 [.. *- J-
The haunching area is most important to the- support of
PVC pipe. For good support, the haunching area should be
compacted to the densities given in the Long Term
Deflection Chart.
figure 1-
t
1
I
1
l
1 -

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__r_epa.ir coupling. In line valves can be sup
plied with
connections to gasket pipe.
Thrust blocking is required 'for gasket pipe. Most thrust blocks
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.
•r�
Figure 1. Example of different arrangements for thrust blocks
-5-

Figure 2. Anchorage 61ocks for in -dine valves.
Table 1 is the forces encountered at end plugs. to calcurate
forces encountered at bends,. tees and wyes, multiply the figure in
Table 1 by the factors given in Table 2.
Table 1. Thrust W at End Plugs
Thrust in lbs. for test pressure in vsi
Pipe Qi.ameter
- inches
100 PSI
150 PSI
200 PSI
--
250 PSI
1k
295
440
590
740
2
455
680
910,
11.40
21-1
660
990
1320
1650
3
985
1480
1970
2460
4
1820
2720
3630
4540
:6
.3740
5600.
7460
9350
8 .
600-
- 9740
'-13;Od0=.-
'==1b,200
10
10,650
16,000
21,300
26,600
12
-15-,150
22,700
30,200
37,800
14
20,600
30,800
41,100
51,400
16_
26,600
39,800
53,100
66,400
rl
-6-

Table 2. Factors for Calculating Thrust W for
s Elbows and Tees.
im
El bows : , 900
600
4 50
300
. 22.5°
1.41 i -Tees
1.00
= 0.76�
= 0.52
0.39
0�70 Z- --
f
Table 3 gives the safe bearing load for different soil .types.
Table 3. Safe Bearing Load
Soil lb/ft2
Mu1_ch, peat and similar 0
Soft Cl ay 1000 0 Z v�
Sa nd 2000 .--
Sand and gravel 3000
Sand and gravel cemented
with clay 4000
Hard shale •10,000
Thrust block area (ft2) _ 14 - Thrust (Table 1 & Table 2) .
Sol]earing strength (Table 3)
In placing concrete thrust blocks, check with the manufacturer of the
pipe being used to ensure that the correct size thrust blocks are
being 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,o-bstructions,
trenches should be curved within limits of curvature of the pipe.
-7- ,

a
Animal Waste Management Plan Certification SEP 2 11998
(Pleasetype 5EgEint all information that does not require a signature) I T:Y%r.
sz or ' New or E banded (talease.cMle`one). --
General Information:
Name of Farm: Chris Drew Nursery Facility No: --
Owner's Name: Chris -Drew Phone No: 910-289-3854
Mailing Address: 498 Blue NewKjrit Rd Magnilia NC 28453
Latitude and Longitude: 34' 51' 19" / 78' 05' 55" County: DDuplin
Please attach a copy of a county road map with location identified and describe below (Be specific: road names,
directions, milepost, etc.): From hose Hill take US 117 north to Magnolia at caution light in Magnolia turn left
onto NC 903 south sro about 4.5 miles to farm entrance on left
Operation Description:
Twe of S�Line No. of Animals T e o� f P�ou1W No, of Animals Type of Cattle No. of Animals
® Wean to Feeder 2600 ❑ Layer ❑ Dairy
❑ Feeder to Finish ❑ Non -Laver ❑ Beef
❑ Farrow to Wean (# sow) (:1 Turkey
❑ Farrow to Feeder (# sow)
❑ Farrow to Finish (# sow)
Other Type of Livestock on the farm No. of Animals:
an O eraiiort Only:.
p Ia
Pre rious Des{grr Capsclfy AddltrorrallJCapacity
Tbta.PDes Ca act
Existing axid Ex andgi O ration On1 '
Registratron`Dste (Date:on which farm applied.for.reg7stiateon)..
Acreage Available for Appiication:1.A Required Acreage: 5. t? T
Number of Lagoons/Storage Ponds: 1 Total Capacity: 185,993 Cubic Feet (fts)
Are subsurface drains present on the farm: YES or O _ I . (please circle one)
*AC*
Owner /Manager Agreement
I (we) verily 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. J (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 vSanagernent befo= 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 Eeu 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
rnirdm zed 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 6D days of a title transfer.
Name of Land O er: Chri rew y y
Signature: Date:
Name of Manager 01 aerent from owner):
Signature: Date:
AWC -- April 24, 1996

: Technical Specialist Certification
I. 'Asa technical specialist designated by the North Carolina Soil and Water Conservation Commission pursuant to ISA
NCAC 6F .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 15A NCAC 2H.02I7 and the USDA -Natural Resources Conservation Service (NRCS) and/or the North
Carolina Soil and Water Conservation Commission pursuant to 15A NCAC 2H.02I7 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 eaiification (SD. SI. WI.IP, RC.1). the technical specialist should only certify parts for which they are technically
competent.
II. Certification of Design
A) Collection, StoraLye. 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.
' New. expanded or retro (fitted facility- (SD)
Animal waste storage and u==ent structures. such as but not limited to collection systems, lagoons and ponds,
have been designed to meet or ezcead the minimum standards and speeif eatioes. _
�►tuunr!tmrrrr,,,,. Name of TecWhnica•�;, :;.: ��~•a:..fnPr¢in`t):--�'.eX* rE, W k _gr
5
=Affliation:
Address(Agency! N"V_zA ' Dr• e I ^Shone No.
Si -nature: ta[e: 41 2AON
, i
B) Land Atlplication §4611 1 ��#polioneftilNla
The plan provides for minimum separadoas (buffers); adequate amount of land for waste utilizadon; chosen crop is
suitable for waste management hydraulic and nutrient loading 'rates
Name of Technical S ecialist (Please Print): �a'� tA) GS
Affiliation: err' dam r
Pkddress(Agn C - Phone No.. R IQ a 19 a t+ 1
Sig ature: pate:
C) Runoff Controls from Exterior Lots
Check threIppropriate box
❑ Facility without exterior lots (SD or WUP or RC)
This facility does not contain any exterior lots.
ZI Facility with exterior lots (RC)
Methods to minimize the tun off of pollutants from lounging and heavy use areas have been designed in
accordance with technical standards dweloped by MRCS.
Nime of Technical Specialist (Please Print): 7-
Affiliation: 1?1jjg oyy /Ly F4A/n_s
Addrees(Agency): P o. 759 oSE Ny cL AA^ Phone No.: i/0-2R9-2!/I
Signature: y,... tea. Date:
A«'C -- 3anuary 1, 1997 2

.•,_ . �. -.4mA czatiumn, tit usmcnt '.
, Check the appropr ate bo,
-0 Existing orexpandirin facility with existing _waste -aoolication eq_uiament MPorI)
Animal waste application equipment specified in the plan has beers 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).
-- 10
'ill New. expanded or existing facility without existing waste application eguit}ment for spray
irrigation. (I)
Animal waste application equipment specified in the plan has bccu designed to apply vim 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 pan of the plan).
Cl New. expanded, or existi2�acility without -existing waste application a dipment for land
s>?reading not using s ra irri tion_ (WUP or I)
Animal waste application equipment specified in the plait has been selected to apply waste as necessary to
accornmodatc the waste management plan; (proposed application equipment can cover -the area required by the
plan at rates not to exceed either the specified hydraulic or nutrient loading rates: a schedule for timing.of
applications has been established; required buffers can be maintained; calibration and adjustment guidance are
contained as part of the plan).
Name of Technical Specialist (Please Print):_ .Gary s� t--r
Affiliation:. MitP -
Address(Aaency): �s 4•s, 1 ,U� -
o t. E,' �. ys✓g Phone No.: 9ry Syr
Signature: ..� Sal _ Date:
E) Qdor Control, Insect Control, Mortality Llanagement and Emergengy Action Plan -(SD. ' -
SI «'UP RC or I
.The waste management plan for this facility includes a Waste Martagemmt Odor Control Cbecklist, an Insect Control -
Chccklist, a Mortality Manasement Checldist and an Emergency Action Plan. Sources of both odors and itisecxs
have been evaluated with respect to this site and Best Management Practices to Minimize Odors and Best
Managcment Practices to Control Insects have been selected and included in the waste management plan. Both the
Mortality Management Plan and the Emergency Action Plan are complete and can be implemented by this facility.
Name of T-e-hnical Specialist (Pl=c Print):
Affiliation: M +vyY
Addrms(Aaency):40- A-. 7s7 A"-,--�u Svc erytd� PhoneNo.A)xe4.GYf9,z r.qr,?
Signature:
F) Written Notice of New or Ex andino Swine Farm
The fotlo%%ing 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 1 (we) have attempted to contact by certified mail all adjoining property owners and all property owners
who own property located across a public road, strict, or highway from this new or expandin_ swine faun. The notice was in
cornpiiance with the requirements of NCGS 106-805. A copy of the notice and a list of the property owners notified is
attached.
Nance, -of Land Owner:
Sionature:
CP
Name of IN
Signature Date:
Al4C -- January 1, 1997 3

III.- Certification of Installation
A) Collection torn a Treatment Installation
Ntew, expanded or retrofitted facility (SI)
Animal waste storage and treatment structures, such as but not limited to lagoons and ponds, have been installed in
accordance with the approved plan to meet or exceed the minimum standards and specifications_
For existing facilities without retrofits, no certification is necessary.
.. rr
Name of Technical Specialist (Please Print): 6S E• .S rLT &am u ' E r
Aff liation: ►r : r 'ri
Address(Agency): S fl> No.: 9/0 _ 5— 2/%/
Signature: l el- Cp — o
3913
B) Land Application S' e (�VUP}
s
Check the appropriate box %.��,9.���� � �P�'�:o•'
D The cropping system is in place on all land as specif`%, fn waste management plan.
C 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 t been established and the owner has commined to establish the
vagetatioa as specif ed is the plan by / (monddday/year); the proposed cover crop is appropriate
for compliance with the wancutilization plan.
❑ Also check this box if appropriate
if the cropping system as specified in the plan can not be established on newly cleared land within 30 days
of this certification. the owner has committed to establish an interim crop -for erosion control;
Name of Technical Specialist (Please Print): /I�E�..✓ liyEsro.J
Affiliation: / z,,CPVrr A�*- lzr -1,4x ..s
Address(Atrency): �0 • /��„Q� 7 S9 ,�s,e /X4- , it/G ��{f� Phone No.: 1,O)L'f • GyJP
S
i
This foIloNving signature blocs: is only to be used when the box for conditional approval in M. B
above has been checked.
I (we) certify thaE+(we)itave committed to establish the cropping system as specified in my (our) waste utilization plan, and
if appropriate to establish -the interim crop for erosion control. and will submit to DEM a verification of completion from a
Technical Specialist within 15 calendar days following the date specified in the conditional certification. I (we) realize that
failure to submit this verification is a violation of the waste management plan and will subject me (us) to an enforcement
action from DEM.
Name of Land- Owner:
Signature:
Name of Niana
Signature:
different from owner):
ANVC — January 1, 1997 4
Date:
Date:

t_,) t1,uii0tL %--uiitrols trom l,;xterior Lots (K(.:)
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 jacilides without exterior lots, no certification is necessary.
Name of Technical Specialist (PIease Print):
Affiliation:
Address (Agency): ' ' Phone No.: �
Signature: Date:
D} Application and Handling Equipment Installation (WUP or I)
Check the appropriate block
a Animal waste application and handling equipment specified in the plan is on site and ready fqr use; calibration
and adjustment materials have been provided to the owners and are contained as part of the plan.
Q Animal waste application and handling equipment specified in the plan.has not been installed but the owner
has proposed leasing or third Pant application and leas 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 beta provided to the owners and art contained as pan of the plan.
Conditional approval: Animal waste applicatio d handling equipment specified in the plan has been
purchased and will be on site and installed by L / (moothldaylycar); there is adequate storage to
hold the waste until the equipment is installed and until the waste can be land applied in accordance with the
cropping system contained in the plan; and calibration and adjustment guidance have been provided to the.
owners and are contained as part of the plan_ f I
Name of Technical Specialist (PI e se Pritlt�:Tray
Affiliation: /'Vl ,,,
Address
Signatui
The follo-oit� signatur}
abo'-e has b en checker
I (we) certif,ithat I (we) i
specified in y (our) wart
from a Technical Speciaiis
(eve) realize that failtrre. to -
(us) to an enforcement acti
Name of Land_Owner :
r
Signature- /
a Phone No_: CIl0 � 89 3 ( t
block is only to be used when the box for conditional approvaI-in III D
the committed to purchase the animal waste application and handling equipment as
management plan and will submit to DEM a verification of delivery and installation
within 15 calendar days following the date specified in the conditional certification. I
tbmit this verification is a violation of the waste management plan and will subject me
n from DEM.
Name of lianager(-ddifferent from owner):
Date:
Signature: Date:
E) Odor Control, Insect Control and Mortality Management _fSD. SI. WUP. RC or Il
Methods to control odors and insects as specified in .the Plan have been installed and are operational. The
mortality rnanaCement system as specified in the Plan has also been installed and is operational.
\amp of Technical Specialist (PIease Print):
Affiliation: 1114'rPy7 "C4,7tL'r Aw.'s
Addresc(Aacncy):44
Signature:__ _ 1 ..
AVVC — January 1_ 1997
5
\ o.: 4?'G Y15 ySG Z
Date:

Ple2u return the completed form to the Division of Water Quality at the following address:
Department of Environment, Health, and Natural Resources
Division Of Water Quality
Water Quality Section, Compliance Group
P.O. Box 29535
Raleigh, NC 27626-0535
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-
%VC — J2nuary 1. 1997 6

MURPHY FAMILY FARMS .
WASTE MANAGEMENT FACILITY SITE EVALUATION
Name I0,4r f >I w Size Operation / - IV."iE,Cy
Telephone
Location Data
Distance from nearest residence not owned by producer:
b�srwte FXd/rc 7Ro►arat c+r� rs +-_rs5 rN.ar �' - LB +� Air
IQPA:ovwe fXD.+ ,, p;„„�rt4 Aiwr XTV oui+as is w ire"
Is sits withal 100 year flood plain?
Is site at -least 100 feet from a -"Blue Line" perennial sftz=?
If no, site must be relocated
Is site within I mile zoning jurisdiction of a -municipality?
If yes, site must be relocated_
Are there utilities in the construction area?
Wetlands
Will site involve clearing woodlands or any non -cropland?
If wetlands are navolved, it is the responsibility of the producer
to obtain all necessary, permits before -any clearing is done..
Other Environmental Factors
Ls endangered and/or threatened species habitat present?
Is a designated natural scenic area included in the planting
area or will planned actions impact on an adjacent natural. -
sceruc area?
Is an archaeological or historical site located in the planned area?
Are cultural resources present?
/sue
Yes No
f .

Waste Management
Does producer own enough land to property land apply waste?
If no, does producer have access to more -land?
If land is not owned by producer, can producer get agreement
for land on which to apply waste?
Soil Investigation
Is soil suitable for lagoon?
Is a clay liner required?
If yes, is clay available on site?
Yes No
Questionable f -
Is a core trench required?
Test holes will be dug initially in the general area of proposed lagoon. Ii; during designthe
position of the lagoon is chanced to an area where- no test holes were RMdousLL dug additional
test holes R L be required,
Comments
This site investigation is valid as long as the design and construction of lagoon continues
in a reasonable time period. Undue delays or hesitancy in construction may require that site
be re -evaluated -
Evaluator
GAFF Engineering)
Signature
(Producer)
Date -T 97
Date

T
... ___ . ,....� ....wvN..,.K.v.,w_.. ..,.n..�.......v...� x....... ��.....w� ...........�....k.LoRNFIAN.....�n,...�...n. n-Akr..�:..,�..�.
Producer: [ Ir-,-r i 1 )� r
Location:
Telephone: -'1 7 9" 3 s 5 r
Type Operation:. ! e - : -
Number of Animals: .'�� =Y✓
(Design Capacity)
The -waste from your animal facility must be land applied at a specified rate to prevent
pollution of surface and/or groundwater. The plant nutrients in the animal waste should
be used to reduce the amount of commercial fertilizer required for the crops in the fields
where the waste is to be applied This waste utilization plan uses nitrogen as the limiting
nutrient. Waste should be analyzed before each application cycle. Annual soil tests are
strongly encouraged so that all plant nutrients can be balanced for realistic yields of the
crop to be grown.
Several factors are important in implementing your waste utilization plan in order to
maximize the fertilizer value of the waste and to ensure that it is applied in an
environmentally safe manner. Always apply waste based on the needs of the crop to be
grown and the nutrient content of the waste_ Do not apply more nitrogen than the crop
can utilize. Soil types are important as they have different infiltration rates, leaching
potentials, cation exchange capacities, and available water holding capacities.. Normally
waste shall not be applied to land eroding at greater than 5 tons per acre per year. With
special precautions, waste may be applied to land eroding at up to 10 tons per 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 2H.0217 adopted by the Environmental Management Commission.

...............
Amount of Waste Produced Per Year(gallons. ft3 toms etc.)
7C ) mrt�waste/year. X`?�w0..
Amount of Plant Available Nitrogen (PAN) Produced Per Year
a G animals X .9?lbs. PAN/animal/year = E a H? lbs. 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. Tune Per Ac. * Utilized Amlication
1
NO �
�.K...'v r rr �. ! C!']'- a.
v (0 0
1, -1 �.�
�--; 5-7. i•.
/Y�D, r_ � � �e �
CV
r�oa
o�
!.ink
4�$.
i�C.?"- G•
[
f
Total I
* This N is from animal waste only. If nutrients from other sources such as commercial
fertilizer are applied, they must be accounted for. N must be based on realistic vield
expectation:
NOTE. The applicator is cautioned that P and K maybe over applied while meeting the N
requirements. Beginning in 1996 the Coastal Zone Management Act will require farmers in
some eastern counties of North Carolina to have a nutrient management plan that addresses
all nutrients. This plan only addresses Nitrogen:
/-
/'M „nl^-"A^ C.���. e.cr�uo� r•t ��.,, r�G r .. .C. ,j.O $L 3
!- [
es�
�.
riaae r�fj1, r2 a.� �•'
. JV10.7 �Q_

np
..�....-....:...:., ....:.:.::n........ ..........:...:.....�....:.,'-'..:K::�:.,`pL.�".'::.`.�:i;,a:",,.,::::5«:,�.:..,,...............:.G:a::G�22....r.:...,..,:..,::.,.:+...h+�,,..........::.:w.:;ri:IX:w,�.,...:..:+.�......+<.,�........:_w..
Table Z: 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.
Totals from above Tables
Acres Lbs. N
Utilized
Table 1
Table 2
Total
Amount of N
Surplus or(�(
S.��s
13G3,1
Produced
fcit�
I Q 97, , 6
1 5 5 .7
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
3

y
_ J
WASTE UTILIZATION PLAN
REQUIRED SPECIFICATIONS
1. Animal waste shall not reach surfArx waters of the state by
runoff, drift, manmade conveyances, direct application, or
direct discharge during operation or land application. Any
discharge of was:e which reaches surface water is prohibited.
2. There VAST 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 -was t e .- -1-the--producer doeo-
- - not owri'-ad6diidta: land to properly dispose- off-- waste, he/she KEY
provide a copy of an agreement with a lanaownt whu in within a
reasonable proximity, allowing him/he, the use of the land for
waste application: It is the responsibility -of the owner of the
facility -to secure an- update of the Wkst.e Utilization Plan when
there is a change in the operation, increase -in the number of
animals, method of,utilizatioq, 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 moOHN, historical data, climatic conditions, and
level of management, unless there are regulations Sat. 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.��more_.tons_L bu_t-•_:1Q.ss-G�ian: i0--tore: p��.,-��� y��r-=.-._._=
providing grass filter strips are installed where runoff leaves
the field: ..(See FOTG Standard 393 -Filter Stripe
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 irrigacion field.
5. when animal waste is to be applied on acres subject to
floodipg, 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
i0iltration 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 evencs,. or when the surface is frozen.
9. eknimal waste shall be applied on actively growing crops in such
a manner that the crop is not covered with waste to a depth that
would inhibit growth. The potential for salt damage from animal
waste should also be considered.
Page: 10

WASTE UTILIZATION PLAN
REQUIRED SPECIFICATIONS
10. Waste nutrients shall not be aonlied in fall or winter for
spring planed crops on soils with a nigh potential for
leaching. waste nutrient loadina rates on thew sous should be
held to a minimum and a suitable winter cover crop planted to
take---.tp... released nutrients. Baste shall --not be applied more
than 30 days prior to planting o= the crop or forages breaking
dormancy.
swine faci 1ity` sited on 'or after Octcber 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 5G 'feet.- .from anv 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) .
32. Animal waste shall not be applied closer than 100 feet to
13. Animal waste shall not be applied closer than 200 feet of
dwellings other thar. those owned by the- 1 andowner.
--
_-._ -- and public right-of-way-s-..
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 lands application site by .a .
"technd cal specialist"' :` Animal waste shall -not be applied on
grassed. waterways. that discharges directly inton 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 • Domes -tic and industr%al waste from washdown facilities,
showers, toilets, sinks, etc., shall not be discharged into the
animal waste management system.-
_ 17.. P_ ,pro.tective cover of. appropriate vegetation will be
.established on all disturbea areas (lagoon embankments, berms,
pipe runs,` etc.) . Areas shall be fenced, as necessary, Lo
--Prot-ect—t.he vegetat-:on.-- Vdgetat ioii'such as trees, §hr--u5s, -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, ieakage'or discharge.

WASTE UTILIZATION P; AN'
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
j:uas�:sibil!Ly Qf an illegal discharge, polluc-ion and erosion.
19. waste handling stru.tures, piping, pumps, reels, er.r_, Rhnulri
be inspected on a regular basis to prevent breakdowns, leaks,
-...__._ _...__ and --spans.. --A-regular-maintenance- checklist-should--be.~kept--on-----
20. Animal waste can be used in a rotation that includes vegetables
and other crops for direct human c_onsumntion_._However,.. if _
animal --waste .is used -on 'crops for direct human consumption it
should, only be applied preplant- with no further applications of
anima'1 waste -'bring 'the crop season.
21. _;iighly 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 w.ill-
be- required to mark the maximum _'stbrage volume for 'waste
storage ponds.
_ .22. Was ta--shall- ted within' 60--day9' bf -utilizatfion=arid soil
-- —_ -- shallL_-be_tested=ales„ nmua].Z�-' fir;-f=whewaste .._�
prpduc s_are applied. Nitrogen sha!l be the rate.- --determining
- ---_ .. "elerertt : Zific- and ' copper levels- in the soils shall be
monitored and alternative crop sitos shall be used when thee
_ metals---approach-excessive levels -pH shall be--adjust:ed for
optimum crop --production -and mainta-ined. -Sc4l' and -waste
analysis records shall be kept- fprLive years. Poultry dry
------ ----- waste -application- records --shah-l---ire--maintained- for-t-hi-ee (3) .
years. Waste -application records --for all, other 'waste shall be
maintctiped for five (5) years.
23. Dead animala urill be disposed of -in a manner that meets North
Carolina requlations .' -
P^ge : 12

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WASTE UTILIZATION PLAN AGREEMENT
Name of Farm:
Owner/Manager Agreement .
I (we) understand and will follow and dement the specification and the operation and
maintenance procedures established in the approved animal waste utilization plan for the
farm named above. I (we) know that any expansion to the existing design capacity of the
waste treatment and storage system or construction of new facilities will require a new
certification to be submitted to the Division of Environment Management (DEVI) 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. Sod and Water Conservation District and will be
available for review by DEM upon request.
Name of Facility Owner:
(Please print)
Signature:
Name of Manager(If different from owner):
Signature:
Date:
Date:
Name of Technical Specialist. (Please print) �� ; = , � l
Affiliation: /A ,A r ;Z� l ,-; � .. nn r � -i �=� r-47
f
Address (Agency): T3,; x a
Signature: Jt Date: -9 %

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MU RPHY
F AM I L Y F A R M S
April 8, 1998
North Carolina Dept. of Environment and Natural Resources
Division of Water Quality
Water Quality Section
Permits and Engineering Unit
P.O. Box 29535
Raleigh, NC 27626-0535
Attn: Kim H. Colson, P.E.
Re: Chris Drew Nursery
COC No. AWS310852
Duplin County, NC
Dear Mr. Colson:
APR 13 1998
On behalf of Mr. Chris Drew,1 am writing to inform you that the above referenced facility was
designed to meet all 500 ft. property line setbacks, except the property line west of the facility.
This setback has been waived by written agreement recorded in Book 1205 Page 123 of the Duplin
County Registry. The agreement provides for a 100 ft. property line setback, which is met by the
facility as designed.
1f you have any questions, please feel free to reach me at 1-800-311-9458 extension 4592.
Respectfully:
69�4.
Channin H. Bennett
Engineering Dept.
Enclosure: Copy of Written Agreement
cc: File
Mr. Chris Drew
Wilmington Regional Office
Post Office Box 759, Rose Hill, North Carolina 28458, [phone], FAX [phone]

PACE 12 3
AQREF
AGREkMEN,T, m#de this - ZS day of1997, by and between
called "Grantor(s)' ; and
after called "Grantee(s)"•
erein after
(herein
x
(The designation Grantor and Grantee as used herein shall include said parties, their heirs,
executors, administrators, successors, and assigns).
THAT WHEREAS, the Grantor(s) is the owner(s) of a certain tract or parcel of land lying withirzaa .Of
property ow by • �'`' k'
Grantee(s)-
This parcel of land is id ntified as) ract J-�7 , and recorded in Book -7-/ Page LI, in the
Township,_ ounty, North Carolina,
WHEREAS, Grantee(s) has requested that the Grantor(s) allow a right of way for passage and
permission to c#sjruct end operA a h?g operation within 500' of the stated property line owned by
AND, WHEREAS, Grantor(s) has agreed to give such an easement of right of way and grants
permission for Grantee(s) to construct and operate a hog operation within 500' of his property line
providing that no other hog houses will be allowed to be built on this tract of land and all must meet
county, state, and federal regulations and operated after conctptetia o eet s Iatio s.•� '
rant -or

State of North Carolina
Department of Environment,
Health and Natural Resourc(
Division of Water Quality
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary 1BY-
A. Preston Howard, Jr., P.E., Director
Chris Drew
Chris Drew Nursery
488 Blue NewKirk Road
Magnolia NC 28453
Dear Chris Drew:
CEIVED
00
JUL 0 8 1997 ��+
C)EHNF1
July 3, 1997
Subject: Certificate of Coverage No. AWS310852
Chris Drew Nursery
Swine Waste Collection, Treatment, Storage
and Application System
Duplin County
In accordance with your application received on May 29, 1997, we are forwarding this Certificate
of Coverage (COC) to Farm No. 31-852, authorizing the operation of an animal waste collection,
treatment, storage and land application system in accordance with the State's General Permit (attached).
This approval shall consist of the operation of this system including, but not limited to, the management of
animal waste from the Chris Drew Nursery, located in Duplin County, with an animal capacity of no
greater than 2600 Wean to Feeder and the application to a minimum of 5.68 acres of land as specified in
the Certified Animal Waste Management Plan (CAWMP).
The COC shall be effective from the date of issuance until December 31, 2001. Pursuant to this
COC, you are authorized and required to operate the system in conformity with the conditions and
limitations as specified in the General Permit, the facility's CAWMP, and this COC, with no discharge of
wastes to surface waters. An adequate system for collecting and maintaining the required monitoring data
and operational information must be established for this farm.. Any increase in waste production greater
than the certified design capacity or increase in number of stocked animals above the number authorized by
this COC will require a modification to the CAWMP and this COC and shall be completed prior to actual
increase in either wastewater flow or number of animals.
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.
Upon notification by the Division of this COC's expiration, you shall apply for its renewal. This
request shall be made within 30 days of notification by the Division.
This COC is not automatically transferable. A name/ownership change application must be
submitted to the DWQ prior to a name change or change in ownership.
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

If any parts, requirements, or limitations contained in this COC are unacceptable, you have the
right to apply for an individual non -discharge permit by contacting the engineer listed below for
information on this process. Unless such a request is made within 30 days, this COC shall be final and
binding.
The subject farm is located in the Wilmington Regional Office. The Regional Office Water Quality
Staff may be reached at [phone]. If you need additional information concerning this COC or the
General Permit, please contact Mike Lewandowski at [phone] ext. 362.
Sincerely,
i
�—A. Preston Howard, Jr., P.E.
cc: (Certificate of Coverage only for all cc's)
Duplin County Health Department
`Will irigton-Regional_Office, Water Wahty-Secdo—n -
Duplin County Soil and Water Conservation District
Permit Files

c-tate of North Carolina
Department of Environment,
Health and Natural Resources
Division of Water Quality RECEIVED
James B. Hunt, Jr., Govern r JUN 0 5 1997
Jonathan B. Howes, Secret ry
A. Preston Howard, Jr., P.E.'
June 3, 1997
�EHNR
MEMORANDUM
To: Rick Shiver, Acting Regional Water Qualit;!7)
From: Mike Lewandowski, Environmental Engin
State Engineering Review Group
Subject: Permits Applications for New facilities
Attached is a copy of the General Permit for Liquid Animal Waste Operations application package
for a new facility. This information is being provided so you may review the packages prior to
permit issuance. Please provide your comments by June 24, 1997. If no comments are received
by that date, we will assume that there are no objections, and permit processing will proceed.
,s
If you have any questions, please contact me at [phone] ext. 362, or
[e-mail].

3/- gjc-z-
M
M ,FHY
F A M E L Y F A R M S
May 27, 1997
North Carolina Dept" of Environment, Health & Natural Resources
Division of Water Quality
=e
Water Quality Section
r�
Permits and Engineering Unit;
P.O. Box 29535a
Raleigh, NC 27626-0535
;
Attn: Andy Oakley
y
Re: Permit Application for Chris Drew Nursery Swine Facility
Dear Mr. Oakley:
Attached you will find the permit application for the above referenced farms. Specific
items for each farm included for you review are as follows:
# Copie
Item
3
General Permit - Liquid Animal Waste Operations Application Form
3
Animal Waste Management Plan Certification Form
3
Location Map
3
Waste Management Facility Site Evaluation
3
ASCS Tract Map
3
USGS Quad Map
3
Soil Investigation Report
3
Lagoon Design Spreadsheet
3
Construction Specifications for Lagoon
3
Site Seeding Requirements
3
Operation & Maintenance Plan for Lagoon
3
Emergency Action Plan
3
Odor Control, Insect Control & Mortality Management Checklists
3
Facility Site Plans with Construction Details
3
Waste Utilization Plan
3
Irrigation Design
Post Office Box 759, Rose Hill, North Carolina 28458, [phone], FAX [phone]

Expeditious review and approval will be greatly appreciated. If you have any questions,
please call me at [phone] ext. 4717.
Sincer y:
Neal Tucker, P.E.
Engineering Manager
enclosures
cc: File
Chris Drew
Duplin County NRCS District Office

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director
December 10, 1997
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
Chris Drew
Box 488
Blue Kirk Road
Magnolia, North Carolina 28453
I LT1.9?FA
7
4
�T
RECEIVED DEC 1 2 1997
Subject: Chris Drew Nursery
COC No. AWS310852
Duplin County, NC
Dear Chris Drew:
The subject facility was issued a Certificate of Coverage (COC) on July 3, 1997 authorizing the
operation of the animal waste collection, treatment, storage, and land application system in accordance
with General Permit No. AWG100000. On Aug. 27, 1997 Governor Hunt sinned into law the Clean
Water Responsibility Act. The Clean Water Responsibility Act included several changes to the Swine
Farm Siting Act (Siting Act) including the requirement that all set back distances 'be met for any swine
lagoon or swine house for which construction commences on or after the effective date of the Clean Water
Responsibility Act (Aug. 27, 1997). Before the Siting Act was amended, it required the set back distances
be met at the time the swine house or lagoon was sited. The change in siting requirements may apply to
your farm since construction may not have commenced by the effective date of the Clean Water
Responsibility Act.
Your farm was permitted prior to the effective date of the Clean Water Responsibility Act;
therefore, you meet one of the exceptions to the moratorium. However, the farm must be re-evaluated
and, if necessary, re -designed to meet the new requirements of the Siting Act to remain covered under the
General Permit. Within 15 days of the date of this letter, you are requested to submit, notification to the
Division of Water Quality whether the farm was under construction on or before Aug. 27, 1997.
If the farm was not under construction on or before Aug. 27, 1997, then a revised Certified Animal
Waste Management Plan must be submitted to reflect the new siting requirements. Construction not in
compliance with the Siting Act is a violation of State Statutes and the General Permit.
If you have any questions or comments concerning this matter, please contact me at (919) 733-
5083 extension 540.
Sincerely,
> i Colson, �SFie wiser. .
Non-7 arse ermitting Unit
cc: Wilmington Regional Office, Water Quality Section
Permit File
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 501% recycled/ 10% post -consumer paper

State of North Carolina
Department of Environmen,
and Natural Resources�Ik74
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary E N
Steve W. Tedder, Chairman
Chris Drew
Chris Drew Nursery
488 Blue NewKirk Road
Magnolia NC 28453
Subject: Classification of Animal Waste Management Systems
Facility: Chris Drew Nursery
Facility ID #: 31-852
County: Duplin
Dear Mr. Drew:
Senate Bill 1217, An Act to Implement Recommendations of the Blue Ribbon Study Commission on
Agricultural Waste, was enacted by the North Carolina General Assembly on June 21, 1996. This bill
requires that a certified operator be designated as the Operator in Charge (OIC) by January 1, 1997, for each
animal waste management system that serves 250 or more swine, 100 or more confined cattle, 75 or more
horses, 1,000 or more sheep, or 30,000 or more confined poultry with a liquid animal waste management
system_ Our records indicate that your facility is registered with the Division of Water Quality and meets
the requirements for designating an 01C.
A training and certification program is available for animal waste management system operators. For
information on the training programs please contact your local Cooperative Extension Agent. Operator
certifications are issued by the Water Pollution Control Systems Operators Certification Commission
(WPCSOCC). For information on the certification process, please contact the Technical Assistance and
Certification Unit at [phone]. The type of training and certification required for the operator of each
system is based on the nature of the wastes to be treated and the treatment process(es) primarily used to treat
the animal waste. There are two types of animal waste management systems, type A and type B. Type A
animal waste management systems are generally used to treat waste generated by monogastric animals
which produce a low -fiber waste. Type B animal waste management systems are generally used to treat
waste generated by ruminants and other animals which produce a high -fiber waste. The type of training and
certification an operator receives should correspond with the type of systems) they intend to operate. For
more information on the classification of your system please contact the Technical Assistance and
Certification Unit.
As the owner of an animal operation with an animal waste management system, you must designate an
Operator in Charge and must submit the enclosed designation form to the WPCSOCC. If you do not
intend to operate your animal waste management system yourself, you must designate an employee or
engage a contract operator to be the Operator in Charge. The person designated as the Operator in Charge,
whether yourself or another person, must possess a currently valid certificate of the appropriate type.
Sincerely,
Joseph B. McMinn, Supervisor
Technical Assistance and Certification Unit
cd/AW OiC Designation
Enclosure
cc: Wilmington Regional Office
Water Quality Files
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] Fax [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10%n post -consumer paper

State of North Carolina .
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director
October 17, 1997
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
Chris Drew
488 Blue NewKirk Road
Magnolia NC 28453
IM M JW
[)EHNF-1
Subject: Chris Drew Nursery
COC No. AWS310852
Duplin County
Dear Chris Drew:
The subject facility was issued a Certificate of Coverage (COC) on 713197 authorizing the operation
of the animal waste collection, treatment, storage, and land application system in accordance with General
Permit No_ AWG100000. On Aug. 27, 1997 Governor Hunt signed into law the Clean Water
Responsibility Act. The Clean Water Responsibility. Act included several. changes to the Swine Farm
Siting Act (Siting Act) including the requirement that all set back distances be met for any swine lagoon or
swine house for which construction commences on or after the effective .date of. the Clean Water
Responsibility Act (Aug. 27, 1997). Before the Siting Act was amended; it required the set back distances
be met at the time the swine house or lagoon was sited. The change in siting requirements may apply to
your farm since construction may riot have commenced by the effective date of � the Clean Water
Responsibility Act_
Your farm was permitted prior to the effective date of the Clean Water Responsibility Act;
therefore, you meet one of the exceptions to the moratorium. However, the farm must be re-evaluated
and, if necessary, re -designed to meet the new requirements of the Siting Act to remain covered under the
General Perrrnit. Within 15 days of the date of this letter, you are, requested to submit, notification to the
Division of Water Quality whether the farm was under construction on or before Aug. 27, 1997.
If the farm was not under construction on or before Aug. 27, 1997, then a revised Certified Animal
Waste Management Plan must be submitted to reflect the new siting requirements. Construction not in
compliance with the Siting Act is a violation of State Statutes and the General Permit.
If you have any questions or comments concerning this matter, please contact me at (919) 733-
5083 extension 540.
Sincerel
Kim H. Colson, P.E., Supervisor
Non -discharge Permitting Unit
cc: Wilmington Regional Office, Water Quality Section
Permit File
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer - 50% recycled/ 10% post -consumer paper

L
IL
State of North Carolina
Department of Environment, Health and Natural Resources
Division of Water Quality
Non -Discharge Permit Application Form
General Permit - Liquid Animal Waste Operations
This application is for new or expanding facilities only. The design portions of the
Animal Waste Management Plan (AWMP) certification form, Part II, must be included
with this application prior to the application being accepted as complete.
Application Date: May 15,1997
REQUMD ITEMS CHECKLIST:
Please indicate that you have read the following list of requirements by signing your initials in the space provided next to each
item
licants' Initials
1. One completed and signed original and two copies of the application for General Permit -
Animal Waste Operations-,
2. Three copies of a general location map indicating the location of the animal waste
facilities and field locations where animal waste is disposed;
3. Three copies of Pages 1-3 of the Animal Waste Management Plan (AWMP) Certification
Form, including Part II (Certification of Design Items A-F). If the facility does not have
Part II of the AWMP completed, it must be completed prior to submittal of a general
permit application for animal waste operations.
4. Three copies of the Animal Waste Management Plan (AWMP) used for Facility Design,
GENERAL INFORMATION:
1. Farm's Name: Chris Drew Nursery
2_ Print Land Owner's name: Chris Drew
3. Mailing Address: 488 Blue NewKirk Rd.
City. Mamolia State: NC Zip: 28453
Telephone Number: 910-289-3854
4. County where farm is located: Duplin
5. Farm Location (Direction from nearest highway. Please indicate SR numbers for state roads_ Please include a copy
of a county road map with the location of the farm identified.) From Rose Q11 take US 117 north to Magnolia at
caution light in Magnolia turn left onto NC 903 south eo about 4.5 miles to farm entrance on left.
5. Print Farm Manager's Name (if different from Land Owner):
7. Lessee's to tor's name if applicable; please circle which type is listed: /tj U, p� FM.
FORM AWO-G-NE 1/97 Page 1 of 3

in OPERATION INFORMATION:
1. Farm No.: (County Number}- (Facility Number) (only for expanding operations)
2. Please complete the table below as it applies to your facility using the certified design capacity. The "No. of
Animals" should be the maximum number for which the waste management structures were designed.
Type of Swine No. of Animals JvW of Poultry No. of Animals Type of Cattle No. of Animals
® Wean to Feeder 2600 ❑ Layer ❑ Dairy
❑ Feeder to Finish ❑ Non -Layer ❑ Beef
❑ Farrow to Wean (# sow) ❑ Turkey
❑ Farrow to Feeder (# sow)
❑ Farrow to Finish (# sow)
Other Type of Livestock on the farm: No. of Animals:
3. Acreage cleared and available for application: 5. 65 ; Required Acreage (as listed in the AWMP): S, 6 d
4. Number of Lagoons: 1 ; Total Capacity: 185,983 Cubic Feet (ft)
Number of Storage Ponds: ; Total Capacity. Cubic Feet (ft )
5. Are subsurface drains present within 100' of any of the proposed application fields? ❑ Yes No
6. Are subsurface drains present in the vicinity or under the proposed lagoon? ❑ Yes No
7. Does this facility meet the siting requirements in Senate Bill 12177 (Swine only) Yes ❑ No
What was the date that this facility's swine houses and lagoons were sited? 325/97
What was the date that this facility's land application areas were sited? 325/97
IV. APPLICANT'S CERTIFICATION:
1, Chris Drew (Land Owner's name listed in question I.2), attest that this application for Chris Drew Nursery (Farm
Name listed in Questions I1.1) 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 a h tion package will be returned to me as incomplete.
Signature: � ¢^� Date:
V. MANAGER'S CERTIFICATION: (complete only if different from the Land Owner)
I, (Manager's name listed in question 1.6), attest that this application for
(Farm Name listed in Question H.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
PERMITS AND ENGINEERING UNIT
POST OFFICE BOX 29535
RALEIGH, NORTH CAROLINA 27626-0525
TELEPHONE NUMBER: [phone]
FORM AWO-GNE 1/97 Page 2 of

u■ ■aaolN OF WATER QUALITY REGIONAL OFFICES (9I96)
Asheville Regional WQ Supervisor
59 Wood fin Place
Asheville, NC 28801
(704) 2S 1-6208
Fax [phone]
Avery
Macon
Buncombe
Madison
Burke
McDowell
Caldwell
Mitchell
Cherokee
Polk
Gay
Rutherford
Graham
Swain
Haywood
Transylvania
Henderson
Yancy
Jackson
Fayetteville Regional WQ Supervisor
Wachovia Building, Suite 714
Fayetteville, NC 28301
[phone]
Fax [phone]
Washington Regional WQ Supervisor
943 Washington Square Mall
Washington, NC 27889
[phone]
Fax [phone]
Beaufort Jones
Berrie
Lenoir
Camden
Chowan
Martin
Pamlico
Craven
Pasquotank
Currituck
Perquimans
Daze
Pitt
Cates
Tymn
Greg
Washington
Hertford
Wayne
Hyde
Mooresville Regional WQ Supervisor
919 Neab Main Street
Mooresville, NC 28115
[phone]
Fax [phone]
Raleigh Regional WQ Supervisor
3800 Barrett Dr_
Raleigh, NC 27611
[phone]
Fax [phone]
Chatham
Nash
Durbam
Northanipton
Edgecombe
Orange
Franklin
Person
Granville
Vance
Halifax
Wake
Johnston
Wauen
l.&e
Wilson
Wilmington Region. WQ Supervisor
127 Cardinal Drive Extension
Wilmino on, NC 29405-3845
[phone]
Fax [phone]
Anson Moore
Alexarxkx
Lincoln
Brunswick New Hanover
Blades Richmond
Cabanus
Mecklenburg
Caitcrnt Unslow
Cumberland Robeson
Catawba
Rowan
Columbus Pender
Harnett Sampson
Cleveland
Stanly
Duplin
Hoke Scotland
Gaston
Union
Montgomery
Ire"
Winston-Salem Regional WQ Supervisor
585 Waughtown.Snreet
Winston-Salem, NC 27107
[phone]
Fax [phone]�
Alamanee Rockingham
Alleghany Randolph
Ashy Stokes
Casweu Surry
Davidson Watauga
Davie W likes
Forsyth Yadkin
Guilford
FORM: A-N'O-G-NE 1/97 Page 3 of 3

- d'
Animal Waste Management Plan Certification
(Please tvve or_xirint all information that does not require a sisnature)
General Information:
Name of Farm: Chris Drew Nursery Facility No: --
Owner's Name: Chris Drew Phone No: 910-299-3854
Mailing Address: 498 Blue NewKirk Rd, Magnolia NC 28453
Latitude and Longitude: 34' 51' 19" / 78' 05' 55" County: Duplin
Please attach a copy of a county road map with location identified and describe below (Be specific: mad names,
directions, milepost, etc.): From Rose Hill take US 117 north to Masmolia at caution light in Magnolia turn left
onto NC_903 south go about 4_.5 miles to farm entrance on left
Operation Description:
Type of Swine No. of Animals TyK of Poultry No. of Animals
® Wean to Feeder 2660
❑ Feeder to Finish
❑ Farrow to Wean (# sow) `
❑ Farrow to Feeder (# sow)
❑ Farrow to Finish (# sow)
Other Type of Livestock on the farm:
❑ Layer
❑ Non -Layer
❑ Turkey
No. of Animals:
ape of Cattle No. of Animals
❑ Dairy
❑ Beef
Acreage Available for Application: 5�61 Required Acreage: 5, CT
Number of lagoons/Storage Ponds: 1 Total Capacity: 185 983 Cubic Feet (fts)
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
Envunnmental 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-ycar, 24-hour storm and them 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 O�per: C 'AQ
Signature: 6 If Z11-IIA—� Date:
Name of Manager (if 4ifferent from owner):
Signature: Date:
AWC — April 24, 1996

Technical Specialist Certification
I.' As a technical specialist designated by the North Carolina Soil and Water Conservation Commission pursuant to 15A
NCAC 6F .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 15A NCAC 2H_0217 and the USDA -Natural Resources Conservation Service (NRCS) and/or the North
Carolina Soil and Water Conservation Commission pursuant to 15A NCAC 2H.0217 and 15A NCAC 6F .0001-.0005. The
following elements are included in the plan as applicable. While each category designates a technical specialist who may
sign each certification (SD. Sl. WUP, RC. I); the technical specialist should only certify parts for which they are technically
competent.
IL 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.
New. _expanded oriretroftted facility_ (SD)
Animal waste storage and treatment structures, such as but not Hmitod to collection systems. lagoons and ponds,
have been designed to meet or cxceed the minimum standards and specifications. -
Name of
Address(Agency
•
The plan provides for minimum separations (buffers); adequate amount of land for waste utilization; chosen crop is
suitable for waste management; hydraulic and nutrient loading rates.
Name of Technical S ecialist (Please Print): tea: U3 6.5 !r_:e e— k
Aff liatiom �aVyl
Address(Ai Phone No.: 910 4'f9 a, >
Sig7t�j
nature: Date:
C) Runoff Controls fr m E terior is
Check the ppromiate box
❑ Facility without extetjor lots (SD or WUP or RC)
This facility does not contain any exterior lots.
Facility with a •te 'or 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.
at
Dame of Technical. Specialist (Please Print): �E &I i Al �s T�
Affiliation:_ -L lug,otiy_ Aimtc,y AM-S _
Address(Agertc}); ;UoK 7s9 QOSE Mel hone No.: /0- —2///
Signature:-
AWC — January 1,1997 2

­,c tiploltiprinre box
❑ Existing or ex andiog, facility with existing waste aplificatign ouipment (WUPor 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 managcment 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 arc contained as part of
the plan).
'fit New, expanded, or existinp- facility without existintl waste avolication eclufiamcnt for snrav
iniaation. (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 Ioading rates; a schedule for timing of
applications has been established; required buffers can be maintained; calibration and adjustment guidance are
contained as pan of the plan).
(] New. expanded —or existing facility without existine waste aaalication_eatii¢tnent for land
reading not using s ra i ation. (WUP or 1)
Animal waste application equipment specified in the plan has been selected to apply waste as necessary to
accommodate the waste management plan; (proposed application equipment can covertbe 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; requited buffers can be maintained; calibration and adjustment guidance are
contained as part of the plan).
Name of Technical Specialist (Please Print):
Affiliation: r-rr.S
Address(Agency): -Po, s r-ser 4.'1AJ ,t. -%1 $ YS$ Phone No.: vo d8q-e_ ym �rf.Nr6�
Signature: S Date: _S_/1 .
E) Odor Control, Insect Control, Mortality Management and Ent-ergency Action glan•(SD,
I NVUL RC or
-The waste management plan for this €acHity includes a Waste Management Odor Control Checklist. an insect -Control
Checklist, a Mortality Management Checklist and an Emergency Action Plan. Sources of both odors and inm=
have been evaluated with respect to this site and Bcst Management Practices to Minimize Odors and Best
Management Practices to Control Insects have been selected and included in the waste management plan. Both the
Mortality Management Plan and the Emergency Action Plan are complete and can be implemented by this facility.
Name of T-eehnical Specialist (Please Print): 6f,,�,J 4t45:F-rb•J
Affiliation: 9&AArwY -,o w^,c.Y ferr�s
Address(Agency):
Signature: ,a
IF
1�r 1/9 7
F) Written Notice of New or Expanding Swine Far
The follo«ino 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, .risen was it constructed •or last expanded •
I (%ve) 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.'
Nance of Land 0%vner :
Si
M
Signature _ _ _ Date:
AWC -- Januarc 1, I997 3

III. Certification of Installation
A) Collection forage, Treatment Installation
New, expanded or retrofitted facility (SI)
Animal waste storage and treatment structures, such as but not limited to lagoons and ponds. have been installed in
accordance with the approved plan to meet or exceed the minimum standards and specifications.
For existing facilities without retrofits, no certif:cafion is necessary.
Name of Technical Specialist (Please Print):
Affiliation:
Address(Agency): Phone No.:
Signature:..`_ _ _ _ _ _ Date:
B) Land Application Site ('YYUP)
Check the appropriate box
❑ The cropping system is in place on all land as specified in the animal waste management plan.
❑ Conditional Approval: all required land as specified in the plan is cleared for planting; the cropping -system.
as specified in the waste utilization plan has not been. established and the owner has committed to establish the
vegetation as specified in the plan by (montblday/year); the proposed cover crap is appropriate
for compliance with the wastctttilization plan.
❑ Also check this box if appropriate
if the cropping system as specified in the plan can not be established on newly cleared land within 30 days
of this certification, the owner has committed to establish an interim crop -for erosion control;
Name of Technical Specialist (Please Print):
Affiliation:
Address(Agency): Phone No.:
Signature: Date:
This folio-vi ing signature block is only to be used when the box for conditional approval in HL B
above has been checked.
I (we) certify that+(we)-have committed to establish the cropping system as specified in my (our) waste utilization plan, and
if appropriate to establish -the interim crop for erosion control, and will submit to DEM a ve ification of completion from a
Technical Specialist within 15 calendar days following the date specified in the conditional certification. I (we) realize that
failure to submit this verification is a violation of the waste management plan and will subject me (us) to an enforcement
action from DEM.
Name of Land Owner:
Signature: Date:
Name of Manager(if different from owner):
Signature:
AWC — dattuary 1, 1997 4
Date:

Facility with exterior lots
Wthods to minirnizc the run off of pollutants from lounging and heavy use areas have been installed as specified
' in the plan -
For facilities without exterior lots, no certification is necessary.
Name of Technical Specialist (Please Print):
Affiliation:
Address(Agency) �_ ___ �^ Phone No.:
Signature: Date:
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 arc 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 bas 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 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 bccn provided to the.
owners and are contained as part of the plan_
Name of Technical Specialist (Please Print):
Affiliation:
Address(Agency): Phone No.:
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 (use) certify that I (we) have committed to purchase the animal waste application and handling equipment as
specified in my (our) waste management plan and will submit to DEM a verification of delivery and installation
from a Technical Specialist within 15 calendar days following the date specified in the conditional certification. I
(we) realize that failure to submit this verification is a violation of the waste management plan and will subject me
(us) to an enforcement action from DEM.
.Name of Land -Ow- net : ___ __ _ — —_ ..
Signature: Date:
Dame of Alanager(if different from owner):
Signature: Date;
E) Odor Control, Insect Control -and Mortality Management D, SI WUP. RC or I)
Methods to control odors and insects as specified in .the Plan .have been installed and are operational. The
mortality management system as specified in the Plan has also been installed and is operational.
Name of Technical Specialist (Please Print):
Affiliation:
Address(Agency): Phone No.:
Signature: Date:
AWC -- January 1. 1"7 5

,Please return the completed form to the Division of Water Quality at the following address:
Department of Environment, Health, and Natural Resources
Division Of Water Quality
Water Quality Section, Compliance Group
P-O. Box 29S35
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.
IVC -- January 1, 1997 6

MURPHY FAMILY FARMS
WASTE MANAGEMENT FACILITY SITE EVALUATION
Name ell, Z.-f / ;EE" Size Operafion
Telephone
Location Data
Distance from nearest residence not owned by producer:
'DASr CF- FROM �RaPA=rY "Wd /S LESS rAW ,r o' . L 177 EX
w
AFIMOYw[ -190,4 Nd1./NMWG AC&Mgn OWHILL /f rW fILAL
Yes No
Is site within IOQ year flood plain?
Is site at -least 100 feet fmm *a'Blue Line perennial stream?
✓
If no, site must be relocated
Is site within I mile zoning jurisdiction of a•municipality?
r
If yes, site must be relocated..
Are there utilities in the constriction area?
f
Wetlands
Will site involve clearing woodlands or -any non -cropland?
If wetlands are involved, it is the responsibility of the'producer
to obtain all necessary permits before -any clearing is done-,
Other Environmental Factors
Is endangered and/or threatened species habitat present?
✓
Is a designated natural scenic area included in the planning
area or will planned actions impact on an adjacent natural
scenic area?
✓
Is an archaeological or historical site located in the planned area?
/
Are cultxual resources present?

Waste Management
Does producer own enough land to properly tand apply waste?
If no, does producer have access to more land?
If land is not owned by producer, can producer get agreement
for land on which to apply waste?
Soil Investigation
Is soil suitable for lagoon?
Is a clay liner required?
If yes, is clay available on site?
Yes No
Questionable •�
Is a core trench required?
Test holes wit be dug initially in the general area of proposed Lagoon, 1fdurinp design. the
osition of the 1 oon is c to an area where• no test holes were m us d additional
test holes LA .L be uircd_
Comments
This site investigation is valid as long as the design and construction of lagoon continues
in a reasonable time period. Undue delays or hesitancy in construction may require that site
be re-evaluated.
Evaluator Z>Z . vL
(WF Engineering)
Signature.
(Producer)
Date 5 97
Date

4 1.
.I F 1 04
t NOR,
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K41.1 MM K tN V - LNG- 919 460 SEW P- 9
� WIT)MRS & RAVENEL, Engineering -& SurvEyi , Inc--- - PLr
Saawd F Xaven4 P.E
!r'► 111 MacKenan Drive, Cary N.C. ?751,1-91914b9-3340•FAX:[phone]W8' Jam't cavw PL
rA,ftec c. s�r�, P.E.
nrxr:� runny E, RLS
. - Michael E Dirkersoh, ItLs _.
Grower: - CHRIS DREWDesigned By: ACP =
Address: 488 BLUE NEWKIRK RD, Checked By: WEL
MAGNOLIA, NC 28453 Date: 05/23/97
County: .-DUPLIN Sheet' 1. of 7
ANAEROBIC WASTE LAGOON DES iGN ,
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--------- 7.5 In.
"Heavy Rain" -Factor -- .7.5.In,
Rainfall'iri Excess_ of Evaporation .7.0-In.
Additional Water Usage: ------- 0
Additional Drainage Area: ----- -=--- . 0
LAGOON INFORMATION
Is Lagoon Designed as an Irregular. Shape?.- (YIN) ----- N
Doss Operator Want Emergency Spillway? -(Y/N)------- N
is This Design for an Exisfing. Farm? (YIN) " N
Is Drain Tile.'Req`d to Lower SHVVT'.? REQUIRED!!!!!!! N
Seasonal High Water Table Elev: 97-50 Ft.
Freeboard:: 1.0 Ft.
Emergency Spillway. Flow Depth: Not Applicable 0.3.Ft.
Top of Storm / Spillway Buffer: Not Applicable- .0.5 Ft.
Side Slopes: - 3.:1 (H:V)
Inside Top Length: -- ----- 195.0 Ft.
Inside Top Width: .160_0 Ft.
Top of Dike Elevation: ------ - .101.50 F#_
Finished Bottom Elevation: - - 90.50 Ft.
Start Pump Elevation: - 98.90 Ft.
Stop Pump Elevation: 96.50 Ft.
LAGOON VOLUME REQUIRED VOL.. DESIGN VOLUM S % RFQ'D_
Storm Stdr = 39000 (Cu.Ft.) 44,165 (Cu. t.) 113.24%
Temporary = 49483 (Cu.Ft_). 56,623 (Cu. F t.) 114.43%
Permanent.= 97500 (Cu.Ft_) 99,687 (Cu. .) 102.24%•
Total Volume = 185,983 (Cu..Ft.) 200,475 (Cu. F t) 107.79%
Min. --Required Liner -Thickness -- 1.6 -Ft.
Lagoon Surface Area: flnsian Tnrni �----� -- '� a 13^^ 0 C •

rcu1.1 ar LNv. LNG-
919 d60 6082 P_ 10
Grower. CHRIS DREW
D
signed By: - . A'CP'.
Address: 488 BLUE NEWKIRK RDC
hacked By: WEL
MAGNOLIA, NC 28453
Da_ te: 05I23/97
County: DUPLIN
Sheet' 2 of 7.
. -ACTUAL -. DES[GN
VOLUME- -C-ALCUUkTIONS.
LAGOON STAGE -AREA VOLUMES
'Contour
Elevation (FT.)., Area (SF)
Incr..VOI_ (Cu. FT)
Cumul. Vol_ (Cu. FT)
90.50 12,126
.
91.00 12,804
6.233 '
6,233
92.00.. �' 14,214-.. "
13,509 :.:
19,742.
9,3.00' 15,696 ..
'
.14,955
34,697 -
94 A0 .17,250
16,473
51,170
'95:00 1;8,876 :.
18,063
69,233
96.00 20,574.
19,725
:88,958..
97.00 '22.344 ..
2,1,459'"
110;417 .
.98.00.24,186
: 23,265
133,682
.99.00 .. .. :. 26,100 '
25,143
158,825 ,, -
1fl0.00. 28,086
27,093
185,918.
101:00 -30,144 :. ..
'"'
29;115
:.'215,033
.101.50 31.2-00' ..
15;33G
230.369
These volumes were. calculated using..the vertical average end ar
a meth '
TOTAL READ VOLUNI•' 185,983-' CF
.CUMULATIVE V
L: ' 107.79%
-END.PUMP = > 96.50 FT
99,687:CF TFVMT
.20NE.VOL
99;687 102.24%
START PUMP -. _ > 98.90 FT
156,310 CF
MP 56,62,3 114.43%
MAX.STOf2AGE _ 100.50 FT
200,475 CF S
QR 44,165 11324% .

JJ , .1. , Lzj-1 • i r mLmq ice k ENV. LNG.
919 4,60 C 082
P. 1 1 }
Grower: CHRIS DREW
Di
signed
By.: ..ACP
Address: 488 BLUE NEWKIRK RD
Checked
By: JNT
MAGNOLIA, NC. 28453
Date: 05/23/97 f:
County: ©UPLIN
.
Sheet 3 of.7 ,
MINIMUM REQUIRED
VOLUME
CALCULATION
Permanent Storage:
Req uired. Treatment Volume:
Animal Type
Capacity.
ALW" } (c
=. Total
Nursery
2,600
30
_ft/ib)..
1.00
78.000
Finishing
0
135
0,
Farrow to weaniing
0
433
0.67
0
Farrow to feeder
0
522
0.67
0
-.Farrow to -finish
0-
1,41.7 :.
1.00
0 -
Boars
0
400..
0.50.
0
= Total Required
Treatment
Volume (cu. ft.)=
'78;000.
Sludge Storage Volume:
Animal Type-". "
Capacity
AL1N "-..(cu
ftJlb)
_ - Total -
Nursery
2,600
30
.
19,500
Finishing".
0
135
10.25
0":25
0.
Farrow to weanling
.0
433
0.17
0
Farrow to feeder
.0
522
0.17
0
Farrow'to finish
0
1,417
0.25
0
Boars,
0
400
1-125
0 "
Total Required Sludge Storage Volume .(cu.. ft.)
19,500
Temporary Storage Volume:
,Manure Production:
Animal Type
:Capacity
Sto. Period ` (ga
Hd./day)
= Total'
Nursery
2,.600-
180
0.30
140,400,
Finishing
0
180.
1.40
0,
FairTow to weaniing
. 0
. J80
4.30
0 '
Farrow to feeder
0
1'80
4.50
0
Farrow to finish"
0
180
3.50
0
Boars
.0
180 ..
4.00
.0"
Total Manure Production
(gals:)= -
..
140,400`
Total Manure
. . Wore Production
-
, cu:ff.=
Excess Fresh Water:
-
Animal Type'
- Capacity "' -Sto.
Peribd '(gals
rHd./day) = Total
Nursery
2,600
180
0.20.
93,600
Finishing
0
180.
0.90
0
Farrow to weanling •
0 "..
-'180 .
2:_90
0
Farrow to.teeder
0
180
3.50
0
Farrow to finish
0...
't $0.
9:50"
-0
Boars.
0.
1.80
2.70.
0
Total"F.resh Water
Excess (gals.)=
93,600
.Total Fresh Water
Excess (cu.ft.)=
'12,513

0 k ENV V .
Grower: CHR18 DREW
Address: ' . 488 BLUE NEWKIRK -RD
MAGNOLIA, NC_ 28453.
County: DUPLIN
919 &GO E 082 P- 12
;1
D igned By:. ACP
Clieciced By: WEL
Date: .05/23/97
Sheet 4 of 7
Temporary Storage Volume: (Pont.)
Rainfai! in Excess of Evaporation: ff
Vol.=(Lagoon Surface Area +Additional Drainage Are aij Rainfall / 12in./ft
Vol_=. (31200-sq.ft + _ 0 sq.ft:) . 7 in. 112 in./ft: '
Total Required Volume for Rainfall in Excess -of Ev (cu'.ft.)= 18,200
Storm Storage:
Vo!_=(Lagoon Surf. Area +,Addt'l• Drainage Area) # 251E ./24Hr:-Storm(in) / 12in_Ift_
Vol.= (31200 sq.ft + 0 sq.ft.)- . * .7.5 in. 712 in./ .
Total Required Volume for 25Yr.-24Hr_ Storm Eve t (cu.ft)= '19,500.
"Heavy Rain" Storage:
Vol.=(L-agoon Surf. Area + Addfl.Drainage Area) t-"He vy Rain" Factor (in) / 12in./ft.
Vol_= (31200 sq..ft - + p sq.ft.)* 7.5 in. /12. in .
d Total RequireVolume for "Heavy Rain" (cu.ft.) = 19,500
(for Extended Periods of Chronic Rainfall)
Additional Water Storage:
No Additional Water Storage is -Required
Total Required- Storm Storage.
(25 Yr.1.24 Hr.' Storm + "Heavy Rain") = '39,000 (CU._FT)
Total Required Temporary Storage
(Manure Prod.. + Excess Fr. Water + Rainfall Excess) = 49,483 (CU.FT)
Total Required Permanent Storage
(Treatment + Sludge) = 97,500 (CU.FT)
TOTAL -REQUIRED VOLUME = 185 83 (CU.FT)

Grower: CHR.IS DREW.
,Address: .488 BLUE NEVdKIRK RD
MAGNOLIA, NC 28453
County:, DUP.LIN - .
919 460 6082 P. 13
fA
Designed By: - ' ACP
Checked By: WEL
Date. 05/23/97
Sheet '5 of 7
LAGOON DESIGN SUMMARY
Top -of Dike -Elevation - ----
Emergency Spillway'Crest' Elevation
Top of 25 yr124 hr Storm Storage ------
Top -of "Heavy Rain"' Storage
P..---=---
Start ump 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
TOTAL DESIGN VOLUME = 20047E
Zone. Depths:
Treatment / Sludge Storage Zone Depth ----------
Temporary Storage Zone Depth
Freeboard ! Storm. Storage Zone Depth
Total Lagoon Depth'
:U.FT_)
101.50 FT.
Not Applicable
100.50 FT_
99.63 FT. -
98.90 FT,
96.50 FT.
91.98 FT.
97.56 FT.
90:50 FT.'
195.00 FT:
:160.00- FT.
311 H:V
. 31,200.SF
1 6 FT
1..00 FT:
180 Days
6.0 FT.
2.4 FT,
2-_6 FT.
11.0 FT_

Grower:* CHRIS DREW =
designed By: ACP
Address: 488 BLUE NEWKIRK RD
Checked By:. WEL
MAGNOLIA; NC. 28453
Date: 05/23/97
Codnty: DUPLIN
Sheet"6 of 7
.
ZONE ELEVATIONS
TOP OF. DIKE ELEV 101.50
/ 1
TOP OF. STORM ELEV = 1.00.50
/ 1
1 -
TOP OF HEAVY RAIN -ELEV = 99,63 .
/
STRT PMP EL.=.. 98:90 1.
TOP OF TEMP STORAGE E!_EV = 9$.90
/
END PMP EL. .96.50 jl
TOP OF TREAT ELEV = 96,50...
SHWT = 87.50
1
TOP.OF. SLUDGE ELEV = 91.98 1
c0
FINISHED' BOTTOM ELEV= 90.50
-
- - - - - - - ---
m
N

5-23-1997 9- 17AM FROM W R ENV. ENG. 919 AGO 6082 P_ 15 C,
Grower: CHRIS DREW Designed By: ACP
Address: ' . 488• BLUE NEVVKIRK RD_C iecked B VvEL
y:.
MAGNOLIA, -NC . 28453 Date: 05/23/97
County: 'DUPLIN Sheet 7 of 7
This livestock waste treatment" lagoon is designed in accordance wi
Natural Resources Conservation Service PRACTICE STANDARD
LAGOON, revised in September. 1996...
Emergency Spillway:
An Emergency Spiltway'is not required.
DESIGNED: A. Cameron Patterson, P'_E.
DATE: May 23, 1.997
COMMENTS • dd
At
18154
th the North Carolina
159- WASTE TREATMENT "

ADDRESS: 488 BLUE NEWKIRK RD CHECKED BY: WEL
MAGNOLIA, NC 28453 DATE: 05/27/97
COUNTY: DUPUN 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 earthf"ill shall conform to the lines, grades, and elevations
shown on the plans. Earthfill material shall be free of material such as sod, roots, frozen
soil, stones over 6 inches in diameter, and other objectionable material. To the extent they
are suitable, excavated material may be used as fill. The fill shall be brought up in
approximately horizontal layers not to exceed 9 inches in thickness when loose and prior
to compaction. Each layer will be compacted by complete coverage with the hauling and
spreading equipment or standard tamping roller or equivalent method. Compaction will
be considered adequate when fill material is observed to consolidate to the point that
settlement is not readily detectable. NOTE THE SPECIAL REQUIREMENTS FOR
PLACEMENT OF LINERS IN THE LINER SECTION OF THIS SPECIFICATION.
The embankment of the lagoon shall be installed using the more impervious materials from
the required excavations. Construction of fill heights shall include 5 percent for settlement
Dikes over 15 feet in height with an impoundment capacity of 10 acre—feet or more fall
under the jurisdiction of the NC Dam Safety Law and require permitting by the NC Dept. of
Environment, Health and Natural Resources, Land Quality Section. The height is defined
-as the difference in elevation from the constructed height to the downstream toe of the dike.
Precautions shall be taken during construction to prevent excessive erosion and
sedimentation.
LINER:
THE MINIMUM REQUIRED CLAY LINER THICKNESS SHALL BE 1.6 FT.
NOTE: LINERS (PARTIAL OR FULL) ARE REQUIRED WHEN INDICATED ON THE
DRAWINGS OR WHEN MATERIAL IS ENCOUNTERED DURING CONSTRUCTION THAT
WILL NOT PROVIDE THE PERMEABILITY LIMITS AS STATED LATER IN THIS SECTION.
SUCH MATERIAL IS CONSIDERED UNSUITABLE WITH RESPECT TO LINING. A TYPICAL
CROSS SECTION OF THE LINER IS INCLUDED IN THE DRAWINGS WHEN LINERS
ARE REQUIRED.
Murphy Family Farms Engineerhg P.O. Box 759, Rose Hill NC 28456 [phone]

ADDRESS: 488 BLUE NEWKIRK RD CHECKED BY: WEL
MAGNOLIA, NC 28453 DATE: 05/27/97
COUNTY: DUPLIN 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 specked 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 10-6cm/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 EngineeMg A0 Box 759, Rose Hill NC 28458 [phone]

.',, ,
v •ti1 \• YI II {Iv L114«
ADDRESS: 488 BLUE NEWKIRK RD
MAGNOLIA, NC 28453
CHECKED BY:
DATE:
WEL
05/27/97
30F3
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 atypical 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 file lines are present in the
lagoon area The trench shall be dug to a minimum depth of five feet and shall have a width
adequate to accommodate equipment used for backfill and compaction. Trench side
slopes shall be 1:1 or flatter. Trench backfiil shall be compacted as stated in the
EXCAVATION AND EARTHFILL PLACEMENT section of the specification.
When file drains are encountered, the tile will be removed to a minimum of 25 feet beyond
the outside toe of slope of the dike. The tile trench shall be backfilled and compacted with
material approved by the engineer or his representative. Tile drains that are removed
shall be either capped off or rerouted around the lagoon, as directed by the engineer or
his representative.
SAFETY AND HEALTH REQUIREMENTS:
All operations shall be carried out in a safe, skillful, and workmanlike manner. All safety and
health regulations shall be observed and appropriate personal safety and health measures
used at all times during construction.
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28458 [phone]

-1 %Vww Vl \. V1 is svV Vl IL -Tv "7 l
ADDRESS: 488 BLUE NEWKIRK RD CHECKED BY: WEL
MAGNOLIA, NC 28453 DATE: 05/27/97
COUNTY: DUPLIN SHEET 1 OF 1
SEEDING SPECIFICATIONS
ACREAGE TO BE SEEDED: 1.8 ACRES
USE THE SEED MIXTURE INDICATED AS FOLLOWS:
108 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
54 LBS. RYE GRAIN AT 30 LBS./ACRE (NURSERY FOR FESCUE)
108 LBS. 'PENSACOLA' BAHIA GRASS AT 60 LBS./ACRE
(SEE FOOTNOTE NUMBER 1)
SEEDING DATES: MARCH 15 TO JUNE 15
14.4 LBS. HULLED COMMON BERMUDA GRASS AT 8 LBS./ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
18 LBS. UNHULLED COMMON BERMUDA GRASS AT 10 LBS./ACRE
SEEDING DATES: JANUARY 1 TO MARCH 30
72 LBS. RYE GRASS AT 40 LBS./ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
APPLY THE FOLLOWING:
1800 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE)
3.6 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
180 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.
Family Farms Engineemg P.O. Box 759, Rose Hill NC 284M (910) 2a9-2111

.ray.r�. a. vn uv v. ate.. .�—... .�..�... ..... • •v
ADDRESS: 488 BLUE NEWKIRK RD CHECKED BY: WEL
MAGNOLIA, NC 28453 DATE: 05/27/97
COUNTY: DUPUN 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 Farnity Fanns Engineering P.O. Box 759, Rose Hill NC 28458 [phone]

.r- ..
ADDRESS: 488 BLUE NEWKIRK RD
MAGNOLIA, NC 28453
COUNTY: DUPLIN
CHECKED BY:
DATE:
WEL
05/27/97
20F2
3. Begin temporary storage pump —out of the lagoon when the fluid level reaches the
elevation 98.90 as marked by the staff gauge. Stop pump —out when the fluid level
reaches elevation 96.50. This temporary storage, less 25 year / 24 hour storm,
contains 56623 cubic feet or 423542 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 Famr7y Farms Engineering P.O. Box 759, Rose Hill NC 28458 [phone]

----.ram...-14...v v..�.V -�. �..�� .�.. ,.v.
ADDRESS: 488 BLUE NEWKIRK RD CHECKED BY: WEL
MAGNOLIA, NC 28453 DATE: 05/27/97
COUNTY: DUPLIN 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 Fans Engineemg P.O. Box M, Rase Hill NC 284W [phone]

ADDRESS: 488 BLUE NEWKIRK RD CHECKED BY: WEL
MAGNOLIA, NC 28453 DATE: 05/27/97
COUNTY: DUPLIN SHEET 2 OF 2
-Lagoon problems require the consultation or an maiviauai experien
design and construction of lagoons for permanent repair measures.
e
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.
A. During normal business hours, call your DWQ regional office, at 910-395-3900
after hours, emergency number. 910-733-3942. Your phone call should
include: your name, facility, telephone number, the details of incident from
Rem 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 undertaken, and the seriousness of the situation.
B. If spill leaves, or is likely to leave, property or enters surface waters, call
local emergency management service (EMS) at 910-296-2160.
C. Instruct EMS to contact local Health Department
D. Contact local Soil and Water Conservation District Natural Resources Conservation
Service office at 910-296-2121 for advice/technical assistance. The
Extension Service can be reached 910-296-2143 for advice/technical assistance.
E. Contact Murphy Family Farms Land and Nutrient Management Department at 910-
289-2111 for advice/technical assistance.
4. 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-.
DUPLIN COUNTY COOPERATIVE EXTENSION SERVICE
PO BOX 458, KENANSVILLE, NC 28349
910-296-2143
DUPLIN COUNTY SOIL AND WATER CONSERVATION DISTRICT
NATURAL RESOURCES CONSERVATION SERVICE
PO BOX 277, KENANSVILLE, NC 28349
910— 296-2121
DUPLIN COUNTY EMERGENCY MANAGEMENT SYSTEM
PO BOX 909, KENANSVILLE, NC 28349
910— 296— 2160
DIVISION OF WATER QUALITY
127 CARDINAL DRIVE EXT
WILMINGTON, NC 28405 — 3845
910— 395-3900
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28458 [phone]

Swine Farm Waste Management Odor Control Chedkilst
Source Cause I BMPs to Minimize Odor Site Specific Practices
Farmstead Swine production &r Vegetative or wooded buffers;
• t7 Recommended best management practices;
G" Oood Judgment and common sense
Animal body surfaces • Dirty manure -covered animals Dry floors
Floor surfaces + Wet manure -covered floors Slotted floors;
V Waterers located over slotted floors;
❑ Feeders at high end of solid floors,
O Scrape manure buildup from floors;'
❑ Underfloor ventilation for drying
Man ire collection pits • Urine; Se Frequent manure removal by flush, pit recharge,
• Partial microbial decomposition or scrape; +
❑ Underfloor ventilation
Ventilation exhaust fans • Volatile gases; Fan maintenance;
Dust Bfiiclent air movement
Indoor surfaces Dust Washdown between groups of animals;
❑ Feed additives;
Cl Feeder covers;.
eFeed delivery downspout extenders to feeder
Flush tanks Agitation of recycled lagoon Cl Flush tank covers;
liquid while tanks are filling 0 Extend rill lines to near bottom of tanks with
antiysiphon vents
eys • Agitation during wastewater ' ❑ Underfloor flush with underfloor ventilation
conveyance
Pit recharge points • Agitation of recycled lagoon SKExtend recharge lines to near bottom ofpits 4
liquid while pits are filling with anti -siphon vents
Lift stations Agitation during sump tank, ❑ Sump tank covers
filling and drawdown
Outside drain collection Agitation during wastewater Q Box covers
orjunciion boxes conveyance
AMOC - November 11, 1996, Page 3

Source Cause BMPs to Mlalmlze Odor Site Specific Practices
End of drainpipes at • Agitation during wastewater Or Extend discharge point of pipes underneath
lagoon conveyance . lagoon liquid level
Lagoon surfaces • Volatile gas emissions; Proper lagoon liquid eap$city;
• Biological mixing; &9 Coriect lagoon startup procedures;
• Agitation ❑ Minimum surface area -to -volume ratio;
D'O'Minimurn agitation when.pumping;
❑ Mechanical aeration;
© Proven biological additives
Irrigation sprinkler • High pressure agitation;. Irrigate on dry days with little or no wind;
nozzles . Wind'drift ❑ Minlmum recommended operating pressure;
Pump Intake near lagoon liquid surface;
❑ Pump from second -stage lagoon
Storage tank or basin • Partial microbial decomposition; ❑ Bottom or midlevel loading;
surface . Mixing while Ring; ❑ Tank covers;
• Agitation when emptying ❑ BasIn surface mats of solids;
-
❑
Proven biological additives or oxidants
Settling basin surface •
Partial microbial decomposition;
Cl
Extend draldpipe outlets underneath liquid
•
Mixing while filling;
level;
•
Agitation when emptying
O
Removd settled solids regularly
Manure, slurry or sludge -
Agitation when spreading;
❑
Soil Injection of slurry/sludges;
spreader outlets •
Volatile gas emissions
❑
Wash residual manure from spreader after use;
❑
Proven biological additives or oxidants
Uncovered manure,
Volatile gas emissions while
❑
Soil Injection of slurry/sludges
slurry or sludge on field
drying
❑
Soil incorporation within 48 hrs.;
surfaces
Spread In thin uniform layers for rapid drying;
❑
Proven biological additives or oxidants ti
Dead animals
Carcass decomposition
V Proper disposition of carcasses
Dead animal disposal •
Carcass decomposition
❑
Complete covering of carcasses In burial pits;
pits
0
Proper location/construction or disposal pits
Incinerators
Incomplete combustion
0
Secondary stack burners
AMOC - November 11, 1996, Page 4

a
Source Cause BMPs to Minim lziOdor Site Specific Practices
Standing water around • Improper drainage; 576raye, and landscape such that water drains
facilities . Microbial decomposition of away from facilities
organic matter
Manure tracked onto • Poorly maintained access roads Farm access road maintenance
public roads from farm
access
Additional Information :
Available From
Swine Manure Management; 0200 RuleBMP Packet
NCSU, County Extension Center
'Swine Production Farm Potential Odor Sources and Remedies ; EBAE Fact Sheet
NCSU - BAE
Swine Production Facility Manure Management; Pit Recharge - Lagoon Treatment; EBAS 128.88
NCSU - BAE
Swine Production Facility Manure Management: Underfloor Flush - Lagoon Treatment; EBAE 129.88
NCSU - BAE
Lagoon Design and Management for Livestock Manure Trea4hent and Storage; EBAE 103.83
NCSU - BAE
Calibration of Manure and Wastewater Application Equipment; EBAE Fact Sheet
NCSU - BAE
Controlling Odors from Swine Buildings; PIH-33
NCSU - Swine Extension
Environmental Assurance Program ; NPPC Manual
NC Pork Producers Assoc
Options for Managing Odor: a report from the Swine Odor Task Force
NCSU Agri Communications
Nuisance Concerns In Animal Manure Management: Odors and Has; PRO107,1995 Conference Proceedings
Florida Cooperative Extension
AMOC - November 1 1, 1996, Page S

Insect Control Checklist for Animal Operations
Source Cause BIVIPs to Control Insects Site Specific Practices
ush Gutters Accumulation of solids 9' Flush system is designed and operated
sufflclently to remove accumulated solids from
gutters as designed.
12 Remove bridging of accumulated solids at
Lagoons and Pits Crusted Solids Q/ Maintain lagoons, settling basins and pits where
pest breeding Is apparent to minimize the
crusting ofsollds to a depth of no more than 6
8 Inches over more than 30% of surface.
Excessive Vegetative • Decaying vegetation Maintain vegetative control along banks of
Growth lagoons and other Impoundments to prevent
accumulation of decaying vegetative matter
along water's edge on Impoundment's perimeter. "
Feeders • Feed Spillage Design, operate and maintain feed systems (e.g.,
bunkers and troughs) to minimize the
accumulation ofdecaying wastage,
31" Clean up spillage on a routine basis (e.g., 7 - 10
day interval during summer; 15-30 day Interval
during winter).
Feed Storage Accumulations of feed residues Reduce moisture accumulation wl in and
around 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).
O inspect for and remove or break up accumulated ,
solids In filter strips around feed storage as
needed,
AMIC • November 11, 1996, Page 1

Source Cause BMPs to Control Insects. Site Specltic Practices
Animal Holding Areas Accumulations of animal wastes 0 1311minate low areas that trap moisture along
and feed wastage fences and other locations where waste
accumulates and disturbance by animals Is
• minimal.
0 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
Dry Manure Handling Accumulations of animal wastes 0 Remove spillage on a routine basis (e.g., 7. 10
Systems day Interval during summer; I5•30 day Interval
during winter) when manure Is loaded for'. land
application or disposal.
,0 Provide for adequate drainage around manure
stockpiles,
0 Inspect for and remove or break up accumulated
wastes In filter strips around stockpiles and
manure handling areas as needed.
For more information contact the Cooperative Extension Service, Department of Entomology, Box 7613, North Carolina State University,
Raleigh, NC, 27695.76(3,
M 4 4k
{
AMIC • November 11, 1996, Page 2

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 must be at least 300 feet from any flowing
stream or public body of water.
(� Rendering at a rendering plant licensed under G.S. 106-169.7
SbA__S RAcrzn AT- 5rti-E rav_ vtp>7 Au 1 rya AL.. CauE4TI cOLI $Y
❑ - 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)
December 18, 1996

Producer: [ k, - ; -5 r eW
Location:
Telephone: q- 3g5y
Type Operation: Ce-r_c�
Number of Animals: {off
(Design Capacity)
The waste from your animal facility must be land applied at a specified rate to prevent
pollution of surface and/or groundwater. The plant nutrients in the animal waste should
be used to reduce the amount of commercial fertilizer required for the crops in the fields
where the waste is to be applied. This waste utilization plan uses nitrogen as the limiting
nutrient. Waste should be analyzed before each application cycle.' Annual soil tests are
strongly encouraged so that all plant nutrients can be balanced for realistic yields of the
crop to be grown.
Several factors are important in implementing your waste utilization plan in order to
maximize the fertilizer value of the waste and to ensure that it is applied in an
environmentally safe manner. Always apply waste based on the needs of the crop to be
grown and the nutrient content of the waste. Do not apply more nitrogen than the crop
can utilize. Soil types are important as they have different infiltration rates, leaching
potentials, cation exchange capacities, and available water holding capacities.. Normally
waste shall not be applied to land eroding at greater than 5 tons per acre per year. With
special precautions, waste may be applied to land eroding at up to 10 tons per acre per
year. Do not apply waste on saturated sods, when it is raining, or when the surface is
frozen. Either of these conditions may result in runoff to surface waters which is not
allowed under DEM regulations. Wind conditions should also be considered to avoid drift
and downwind odor problems. To maximize the value of nutrients for crop production
and to reduce the potential for pollution, the waste should be applied to a growing crop or
applied to bare ground not more than 30 days prior to planting. Injecting the waste or
disking will conserve nutrients and reduce odor problems.
The estimated acres needed to apply the animal waste is based on typical nutrient content
for this type of facility. Acreage requirements should be based on the waste analysis
report from your waste management facility. Attached you will find information on
proper sampling techniques, preparation, and transfer of waste samples to the lab for
analysis.
This waste utilization plan, if carried out, meets the requirements for compliance with 15A
NCAC 2H.0217 adopted by the Environmental Management Commission

• :t:: . , xv z a er . >. :x. ? . ^ , x
m` ixas Ewa: r a rozux�r za w x^� zapta Z.
Amount of Waste Produced Per Year(yallons._ f 3, tons, etc.)-
JPc ��C animals 7-`f a(a.) waste/animallyear = f479 (�3 waste/year.
Amount of Plant Available Nitrogen (PAN) Produced Per Year
a �°�'Oaninaais X y?lbs PAN/animaUyear —day$ lbs. 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 ift 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 15A$ T"h 0 � .'I I
x This N is from animal waste only. If nutrients from other sources such as commercial
fertilizer are applied, they must be accounted for. N must be based on reatrstic vieN
NOTE: The applicator is cautioned that P and K maybe over applied while meA ng the N
requirements Beg&w Mg in 1996 the Coastal Zone Management Act wiU requirefarmers in
some eastern counties ofNorth Carolina to have a nutrient management plan that addresses
all nutrients. This plan only addresses Nitrogen. (+
'kMt ni M.wM Corr-\ a,C:re oc a re Kt rec� r =Ts !—i e_ it *-3 sS w8
H.3-7 AcrGs o-P coe" Ilk top
o vw�q It �.i •� Co ✓fir rCC�SSQ `
auGr32�+�.ed q�� �r0.ud n� �esi+rE.dl
MIA { N4K r•1 gGre.OL re K� ►-e k an q ny �l.�l
rnOY� depc•,d� ►•� �,-� C op ro i 0-.-.

• ..,4,..,;2..,;._,.._.tii,`:2 ,,.,..KL. .' ` 3�eh'2t,vi�`»�ri
iz:zi.,,.�,;,• �ali,,::,;rck�.w.....::» x;;,�... �-�a:, �------�--,..�•.,,.,a.,,..�».;c..,,,....:.....�a,,:„�c:;�;�s:..,:;:,:�w:xw...».�`�.--,�a..,.,,.,,»�w:.,�'+�33��,�.
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 21)
Tract Field Soil Crop Lbs. N Acres Lbs. N Month of
* See footnote for Table 1.
Totals from above Tables
Table 1
Table 2
Total
Amount of N
Surplus or( i
Acres Lbs. N
Utilized
5-V3
13G3,1
b8
0"3 .
Produced
i a Lf,? , b
55 -7
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
3

Lzm-< .:1EJ
zrat< „�:xats F i 'x.�...,.«�� <14 k za�'w • �a ii "HE
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_)
THIS TABLE IS NOT NEEDED IF WASTE IS NOT BEING APPLIED BY IRRIGATION, HOWEVER A MIIIAR TABLE WILL
BE QED FOR DRY LITTER OR SLURRY.
Your facility is designed for 0 days of temporary storage and the temporary storage
mnlst be removed on the average of once every fa MONTHS. In no instance shoul
the volume of waste being stored in your stluctnre exceed Elevation ice l a oo -- - ! , �0
-Qr s4a 1s F1 1 Kul
Call the local Natural Resources Conservation Service (formerly Soil Conservation e<<vo.�r o ,
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.
4

WASTE UTILIZATIbN PLAN
R UIRED SPECIFICATIONS
1. Animal, waste shall not reach surface. waters of the state by
runoff, drift, manmade conveyances,. direct application, or
direct diocharge during operation or laftd application. Aciy
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
-----.-..-. - --.iand__on__.which .to. -.properly apply --the--waste .--- I-f- -the- -producer does-.:.
not: ow .-adequate:: land to propei!V--:diap "se- of waste, he/she shall
provide a - copy of -ate agrecment with _a landowner whu 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
fa-cility.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, climat a'conditions, and
level of'management, unless there are regulations that -restrict
the rate of application for other nutrients.
4. Animal wast.e shall be applied to land eroding -less than 5 tons -
per acre per year. Waste may be'appl-fed to land that is 'eroding
at_5� more moons-�= bu_t_-=less han-10-tons--pe.�rne, per --year
providing- grass filter strips are installed where runoff leaves
the field: (See"FOTG Standard 393-Pilter Strip)
5.... Odors .can be -.'reduced by injecting the -waste or disking after
waste.appli.cation.. 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.-broaddast provided -the application ^ -
` does not occur during a season prone to flooding. (see "Weather
- ----- and Climate -in---North Carol i:na"--fvr--guidance. )
-7. Liquid waste shall be applied at rates not to exceed the soil
infiltration rate such that runoff does. not occur affsite or to
surface wagers and n-a method which does not cause drift from
the site during applicatiion, ''No ponding should occur in order
to control odor or flies.
8. Animal waste shall not be applied to saturated soils, during
z-teinfall 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.
-P auge : - 10

WASTE ; UTILIZATION PLAN
REQUIRED. SPECIFICATION$
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
tak-e--up...released --- nutrients. Kaste .shall. -not be. applied -more
than 30 days prior to planting of the crop or'Lorages breaking
dormancy.
1T:: Any=-ne " swine facility-- sited on or after 0atcber 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..anv residential
property • boundary and 'from any perennial stream or river'- (other
than -an irrigation ditch or canal. 'An,imal waste other than
swine- i4aste 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, Ani.mal.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.
34-3da2a1-1--berpp3d=gin= aanr�arr3t=iaei� otpory-- --
and pub1-ic right-of-way_s . _
15. Animdl -waste shall--not;-be discharged into surface waters,
drainageways, ar 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_;.-
='techri -6al- specialist_1'.._ .-;_�Ariii al -waste shall not be appiied on
grassed waterways. -that discharges directly inton water courses,
and on_` -other grassed. waterways, waste shall be applied at_-
agronomic rates in a manner that causes no runoff or .dxi_..from-
�. _
-�- --- - -
1"6. Domestic and induetri:al waste from washdown facilities,
showers, toilets, sinks, etc., shall not be discharged into the
animal waste management system.
:.: 17. A:prbtective cover of. -appropriate vegetation will be
_established on all disturbed areas (lagoon embankments, berms,
pipe runs, etc.). Areas shall be fenced, as necessary, to
—._ prot-ecz­t-he. veget-a3ct�tor%----Vegetat+bii-su, cf•1mess, -shrubs,--and
other woody species, etc., are 11mited to areas where considered
appropriate. Lagoon areas should be kept mowed and accessible.
-Berms and.'structures should be inspected regularly for evidence
of erosion, leakage or discharge.
.} Page: 11

WASTE-- UTIL1ZATI _ PI,AN
REOVIRED SPECIFICATIONS
IS. 1f 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
Nu8zj1bil1Ly cal an illegal discharge, pollution and erosion.
is . Waste handling structures, piping, pumps, Feels, etc-- shniil d
be inspected on a regular basis to prevent breakdowns, leaks,
and -spills. -A - regular•-maintenance--checklist-should---be_-kept-.:
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-withno further ap'lications-of
animal -waste --during -thde crop season.
21. Highly visible markers shall be installed to mark the -top and
bottom elevations of the temporary: -storage-
all wasbe treaGriierit Xagoons. 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--withi:n_. 90--days" bf utilizaE. on --and soil
pxoducks,are applied. Nitrogen shall be the rate -:_determining
-- - element: 2inc..and capper levels -in' -the soils shall -be
monitored and alternative crop sites ehall be used when then
- metals--approach--excessive levels-; pH shall be _adjusted for
optimum -crop -production -and -maintained. soil -and -waste
analysis records shall be kept. £Qr" `Iive years. Poultry dry
--- ---------- wastepP3.-i.caCion-recox-ds-sha1=-}�e`#iiaintaxned fbr- thfee (3 )
: -years . Waste -application records-- f.or all other -waste shall -be
maint.Uned for f ive (5) years.
23 Dead a timal#a will be disposed of -in-a manner that meets North
Carolina requlations :
�a Page : 12

WER
..�.................,.....w.-�..wr�w�w�.�YC::...... ,nAw.
WASTE UTILIZATION PLAN AGREEMENT
Name of Farm:
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 facE ies will require a new
certification to be submitted to the Division of Environment Management (DEM) before
the new animals are stocked. I (we) also understand that there must be no discharge of
animal waste from this system to surface wasters of the state from a storm event less
severe than the 25 year, 24-hour storm The approved plan will be filed on -site at the
farm office and at the office of the local Soil and Water Conservation District and will be
available for review by DEM upon request.
Name of Facility Owner. C r , ' .5
(Please print) may/
Signature: Date: pl
Name of Manager4fferent from owner):
Signature:
Date:
Name of Technical Sp ecialist: (Please pant} M I L3 e-S rn iT � eel, -
Affiliation: AL r Q
Address (Agency):
Signature
13aY 7S 9
los-e f41(( 4 C D-Y95?

Wei i�li. I
7" L .0;
ma,__
T A
i, 'A
0
;v 1L?J.*,�'O o.
'S •+.. t•"_ U • ll"'. ♦ t"ti '_I- .5ri; .Y - / =•\ J w' tysG..r.^r.T- -
V.
S:� ;
ti ­V
Z!A
NTI :4
Q .1
.7
;1V kt1
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4q.. j
OA 6 �iT .... .. . ��%,
.4. ve_A
rr.
I
. . . . . . . . . . . . .
A14
.410 Ut� 4.

EXHIBIT A-1
IRRIGATION SYSTEM DESIGN PARAMETERS
Landowner/Operator Name: , � r 't5 D+re--'] County: 0 L.-JaI ,'
Address: _ �. of o, �,
/VC _, �1 9
._ Hate: - -7
Telephone:
TABLE 1 - Field Specifications
Fieldl
Number,(acres)
Approximate
Maximum
Useable Slzo
ofField2
Sao Typo
Slope
(%)
Croke) ()
Maximum
Application
1100
(Wir)
Maximum .
Appl[eatton-
per Irrigation
Cycid,
(Inches
CommenU
Be'r n
5
1'rN
V'
lD 1
()
e r r %A
3
.chi
oA-13
3-
R"" Cro s
.�
�/
. T
d a✓, + y
L
1
o
�o+-� &0 �.
q
.C{
vas k. r
-IDTL
R
1 See attached map.
2Total field acreage minus required buffer areas,
3Referto N. C. Irrigation Guide, Field Office Tecluiical Guide, Section 110. Annual application must not exceed the agronomic rates for the soil and crop used.
MRCS, NC
JUNE, 1996

EXHIBIT D-2
TABLE 2 - Traveling Irrigation Gun Settings
Make, Model and Type of Equipment: A n � a i "-, a 3 'A Tv�+-b; �e �,r; u e w� { t,✓ �rr'.e �
Field Not
and
Ei dram Not
Travel
Speed
(Wrnin)
Appltcallon
Rate
(inlltr)
TRAVELLANE
Effective Effective
Widgt n Length (11)
Wetted
Diameter
rcet
EQUIPMENT SETTINOS
Nozzle Operating Operating
Diameter Pressure Pressure Arc
(inches) r Gun (psi) Reel(psi) Puttent1
Conunents
a
.3
1(b+
q -7-5
a30
.81 a.
S?
T
1(01
Ll5
IG
.-(�.
0
7
TQ .
3
-.37
1(01
G5
a30
.'�1�
0
7
Ta
:).5
.37
c t r
Lo©
air,
.71 a
'77
-ro
ISee attached map.
'ZShow 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
NNE, 1996

EXHMIT D-3
TABLE 3 - Solid Set Irrigation Gun Settings
Make, Model and Type of Equipment:
Field Not
and
Line Not
Number of
H drants
Wetted
Diameter
feet
Hydrant Spacing (ft)
Along Between
Pipeline Pl clines
Application
Rate
inlhr
OPERATING PARAMETERS
Nozzle Operating Operating
Diameter Pressure 'Time
inches r Gun sl H drant r
Comments
1-7
lSee attached map.
2Show separate entries for each pipeline with hydrants in each field,
NRCS, NC
.1UNE, 1996

TABLE 4 - Irrigation System Specifications
Traveling
Irrl atlon Guri
Solid Set
Irri ation
Plow Rate of Sprinkler (gptn)
1,00
perating Pressure at Pump (psi)
(J(D 5
Design Precipitation Rate (Inlhr)
3�
Hose Length (feet)
XXXXXXXX
Type of Speed Compensation
A
XXXXXXXX
Pump Type (PTO, Engine, Electric)
p -rp
Pump Power Requirement (hp)
TABLE 5 - Thrust Block Spccificationst:
Deslnner mnv nrovidc thrust Wnctk details An senorate sheet.
LOCATION
THRUST BLOCK
AREA s . ft.
900 Bend
1 ,
Dead End
a
Too
Q-- TIOnA i,MI1Q C:-I.t nT.ww'r-1..,:...I
r —:As c.m:— iV Ore-Nw. hnA. A7n_nn
EX [SIT D-4
NRCS, NC
DUNE, 1996

EX MIT D-5
IRRIGATION SYSTEM DESIGNER
Name: 4rck t
Company: tiY Fgw+i rc�r,
Address: �d o i o e l 11 C P7&458
Phone: Clio a g°1 a 1 l
REQUIRED DOCUMENTATION
l lie tollowIng details of design ano materials must ticcompany ail irrigation designs:
h. A scale drawing of the proposed irrigation system which includes hydrant locations, travel 111110, pipeline routes, tluust block locations and buffer areas where applicable.
2. Assumptions and computations for determining total dynamic head and horsepower requirements.
3. Computations used to determine all mainline and lateral pipe sizes.
4. Sources and/or calculations used for determining application rates.
5. Computations used to determine the size of thrust blocks and illustrations of all thrust block configurations required in the system.
6. Manufacturer's specifications for Elie irrigation pump, traveler and sprirtkler(s).
7. Manufacturer's specifications for the irrigation pipe and/or.USDA-MRCS standard for Irrlgutlon Water Conveyance,
N.C. Field Office Technical Guide, Section IV, Practice Code 430-131).
S. 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 � feet wide or wider must be maintained between the limits of the irrigation system and all perennial
streams and surface waters per NC Statutes,
I
MRCS, NC
NNE, 1996

BJ arr D•6
i
I
Narrative of Irrigation System Operation
i
Describe the operation of the system in the space provided below or on a similar sheet most conviniient to the designer/supplier. }
Include procedures such as start-up, shut -down, winterization and regular maintenance of all equipment.
I
PW
WWR
n�—_terROOM,I % `! /WW
lip
`' 1 I ` _ji
_1 _LF 41— IML _ .ate-+ •ice.. .'�
W. 33MEWUMMMEM21
r
ON
MRCS, NC
sUNE, 1996

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Or
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lao �•YS�.
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Post Office Box 759,_Rose Hill, North Carolina 28458, [phone], FAX [phone]

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rd
F A M I L Y FARMS
a of
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3.o�s
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LD
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PTO d ir; ve �, � W.`` i�a
PTO �^►Y, Model p' wl
Post Office Box 759, Rose Hill, North Carolina 28458, [phone], FAX (910) 28M400

MU PHY
F A M I L Y F A R M S
C.
S y o �C 1
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15 oa
1500
acre l(> r ® 1 . 5 t� rAv r%L e x Cc $$
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X- r r Jr- i +^nc_ �. r �. o� t� i
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Post Office Box 759, Rose Hill, North Carolina 28458, [phone], FAX [phone]

23A PERFORMANCEGUIDE
23A WATER -REEL PERFORMANCE INCHES DEPTH OF APPLICATION
)NELSON!
SPRINKLER
SYSTM
'IRRIGATED
SR1Q1
PERI+ORMWE
INLET
AREA
8 NO-
PSI
i GPM
DIA
PSI
WIDTH
X
UIGTH
.712'
50
74
220
75
154
X
677
Ring
60
81
235
88
165
X
682
or
70
88
245
101
172
X
686
7apr•.
80
94
255
114
179
X
569
.768'
50
r
08
225
61
158
X
679
Ring
60
96
240
95
f68
X
684
or.75"
70
104
250
109
175
X
508
Tape
80
111'
265
122
186
X
693
.612
50
1DD.
230
87
161
X
b$1
Bing
60
110
245
102
172
X
686
or.7'
70
118
260
115
182
X
691
Taper
80
127
1 .275
131
193
X
696
.857'
50
115
240
95
160
X
684
Ring
b0
125
260
110
182
X
891
of .75"
70
135
275
126 i
193
X '
696
Taper
BO
145
285
143
ZOO
X
700
HOURS FOR 409 FEET OF TRAVEL:
TRAVEL SPEED- PEE]' PER HOUR
40 1 50 '75 100 125 1 150 175
1.0
0.0 8.5
0.4 ` 0.3
1.3
0.2
1.0
0,8 0.6
0.4 10.3
0.3
0.2
1.1
0,9 0.6
0.4 0.3
0.3
0.2
1.1
0.9 0.6
0.4 0.4
0.3
0.3
1.2'
0.9
0.6
0.5
0.4
0,3
0.3
1.2
1.0
0.6
0.5
0.4
0.3
0:3
1.3
1.0
0.7
0.5
0.4
0.3
9.3
1.3
1.0
0.7
0.5
0.4
0.3
0.3
1.3
1.0
0.7
0.5
1 0.4
0.3
0.3
1.4
1.1
0.7
0.5
1
0.4
0.4
0.3
1.4
1.1
0.7
0.5
0.4
0.4
0.3
1.4
1.1
0.7
0.5
0.4
0.4
0.3
1.4
1.2
0.3
0.6
0.5
9.4
0.3
1.4
1.2
0.8 .
0.6
0.5
0.4
0.3
1.5
1.2
0.4
0.6
0.5
0.4
C.3
1.5
1.2
0.8
0.5
0.5
9.4
0.3
15.8
12.0
8.9
B.0
4.8
4.0
3.4
System inlet pressure shown above Is for Turbine Drives. Eagine Drives will bt rpprox 10 PSI sower.
'Area�caverW tsar m-y d*crkdIag an wind condalUens, llcW dIvwxsla.x end esae of :u>;specdtied sprlelclers.
The averatrf -caz corm per run Is 2.8 cartes.
The ` yslem Ialtl Pressure' Is the pressure regelred al Itte 4avele: Infel, 9 laciodes allow races lorlhe tranr3i
drip. PE tube and sprinider pressure. Turbine drives will require addlHo tal pressure at higher speeds. 11 Or
pres9ire alluwancts for lleld eleyallon et matrr.1irFa pressure loss.
Use tare ss'aali gearbor pulley al ground Speeds ahove 75 Teel per hour_
subjecl to c,`lange wIlkoul notice.
-. .ter .Y' . •- � ...

or%,v-%..HI'1-SHFfI
PIK) PUMPS
RUGGED TRACTOR "DRIVEN
CENTRIFUGAL PUMPS
Kifco=Caprari horizontal centrifugal PTO pumps are
signed to suit all types of irrigation systems.
These rugged, efficient pumps are usually supplied
punted on a two wheeled cart making them very easy
handle.
Line includes high head pumps suitable for all sizes of
raveling irrigation machines.
Pumps are supplied with cart, PTO drive shaft and
---mid-on companion flanges or fitted with priming valve,
,rimer, pressure gauge, and suction adapter.
A very dependable step-up gearbox is an integral part
of these well proven pumps. The gearbox shafts are
supported by heavy duty widely spaced bearings. The
box is oil lubricated and some models are also water
cooled. A dip stick is used to check oil level.
Cart construction is heavy. duty tubular steel fitted with
16 ins diameter wheels mounted on roller bearing hubs.
A rear stabilizer prevents the pump from tipping
backwards.
"mow! PTO PUMP PERFORMANCE TABLE
Inswy. MODEL.
GPM
50
70
Ito
90
100
150
200
250
300
350
400
450
500
G00
700
800
1000
1200
1400
01HPTR
SNP FN
'
72
�illiraa =
--:._�....
Pst
103
103
102
100
99
98
88
77
_
-
2"
2"
. 9 .
.i0.
.i0.
.11.
.13.
.15.
90 -D2l40
PSI
146
146
145
144
143
142
133
2-
2'
102.A
HP
13'
14
15
16
17
17
21
K
115-'D2150
PSI
135
136
137
137
137
136
135
128-
121
2"
3"
128 .
FIP
17
17
78
t8
19
i9
22
Z5
27
$ D3150
`PSI'
170
170
170
170
167
160
150
133
2•
3•
rr1.
�Hp'
24
25
.26
.26
.30.
.35
.�.
.41.
77 DV65
PSI
107
108
108
107
1©5
103
t00
97
1
1
4•
4•
90 1
HP
•i8
,il•
.23.
.�
.j9
.31.
,34,
tot D3165
P51
161
160
1%
154
151
146
t42
136
4"
4'
11
H.P..�.
.46
.50.
.M.
W
D{31/$0
PSI
43
43
42
41
39
38
36
32
27
4"
5-
46
HP
9
i0
1i
12
12
13
13
14
15
51 -D�i80
PSI
it0
109
109
108
108
i07
105
103
99
/-
51
55
HP
.28.
'it'
'i3j
36
38
40
43
47
51
fit D04180
167
167
166
165
163
160
159
152
143
4-
s
67
IiP
-44
1 49
-�3
.5.
.6.
.6.
.68.
.77
.�.
=ON ON,
PSI
192
191
190
107
185
1 182
178
10.
157
140
4-
5-
-- �.
.RP'
.Q.
.53.
.
.s0.
.�.
.s0.
...
.76.
.6.
vyvary DI..R83-fit
FS
I-Ap
235
235
235
235
235
232
231
224
213
200
4-
5"
6
" 1
.7
i
14
003/100
PSI
116
116
115
114
112
110
103
4-
6"
.HP.
.47.
.!b.
.i'l,
.�9'
.tY
.6.
.ig-
D31101'
PSI
159
1s$
157
ISS
1S3
1461
138
4•
61
.IiP
-67
.74
.82
90
98
111
122
D011125
37
38
35
2s
21
5-HP17.49.
.21.
.23.
.iS..AR
I Field
It .)0 FiPW
GPM
30
6p
70
80
90
100
150
200
250
300
350
400
450
500
bop
700
A3430
1000
1200
1400
Abovedelalls apply to Tully
tided pumps
. Fitted with water cooled gearboxes
A

CONSTRUCTION NOTES
Use Class 200 Gasketed y i�PVC pipe.
_Use-.Schedule-80 Fittings_
Install pipe with a minimum cover of 20".
Do not dig trench beyond changes of direction or ends of mainline must
have undisturbed earth to support thrust blocks.
Dig a wedge into the trench bank to form the thrust block area.
----Tti,r. sk 66A
Refer Ib the design for thrust block calculations: Use no less_ than the
minimum required area of concrete.
`Install 2" air reliefs (AV150's) where designated by "AN." on the scaled
A technical specialist with "I" designation must be notified 2-3 days before
installation so that he/she may schedule inspection visits during installation.

Diamond ASTM D-2241
IPS Pressure -Rated PVC Pipe
Approximate Coupler Dimensions
A
Size
-2
21/2
4
6
a
10
12
A --
O.D. C
Gasket Race Socket Depth
3.166 4.500
3.719 6.000
5,603
5.000
8.252
.6.250
10.420
6.500
12.762
7,500
14.962
7.500
D-2241 Pipe Dimensions
Minimum Wall Thickness
047E5
$DR-13.5
SOR-21 SOR•26 SOR•32.5 SOR-41
Sot
C.O. 5cn.a0
315 PS,
' 20O PS, 16O PSI - --125 PS1 ZOOPS,
v,"
.840. _log
_062
34
1.050 .113
:060
1 .
1.315 .133
.063
lliampnd
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
D22.41
IPS Pressure -Rated
PVC Pipe
Rieber Gasketed
Joint
Dimensions
PARK
D (MAX O.O,}
VON
[ELL I.D.
O.O.
Pipe
A
Size
Insert
Socket
Diameter
-'
.3
4 Ir
3 I/8
3-
4
5 1/4
4 7/16
-- 4-
s In- -
. ..5 17_'
5 Ir--
6"
5
6
7 13/16
8-
5 lr
6 718
10 Its
to-
5 3/4
7 1r
12 11'_'
12-
6
8 1/4
14 11/16
1.660
.140
07g
-:064
-- - .056
-- . _-_--
a:9.......
0.
•--2-�-' ��75�t
54 � �-
�1 t3-091-073
- �-
2'h ' 2.875
.203
137.
] 10
.088
3 . " -3.500
.216
167 . -
•.:135
- -.108
-
4 4.500
.237
.214
.173.
.138
.110
5 " . 5.563
.258
_ _.,.265 .
;.-;21 a
. - .;t'71
136
6 6.625
.280
.316
:255
204
..162
8 8.625
.322
.4'10
.332
.265
.210
10 . "10.750
.365 .. _....
_ . - .511
413
-:331
- .262
12 12.750
406
606
---
.490
--
.392
- -- - .. _.
.311
imond's IPS Pressure -Rated PVC' Pipe coupler
...sets the requirerhents of ASTM D-3139. .
- 'Inquire for availability.
Short .Fo.rm
Spccific-ati-o'n._for _-Dlatn_ortd -
-P;V-C-1-rri-gation-Pipc----
ASTM-D224I--SDR41,32.5,26-,or2-1
Diamond PVC Irrigation Pipe shall be made of
compounds-coriforming to-ASTM D1784 with a
cell classification of'12454B. Diamond PVC
Irrigation Pipe must meet all the dimensional,
chemical, -and -physical -requirements_ as .outlined __._.
in ASTM D224I, -Annex, ANSI/ASAC S376.1,
and SCS 430-DD. snd.will be supplied in 20 foot
laying lengths.
14

SPECIFICATIONS DATA
-'Diamond IPS pressure -rated --PVC pipa_(2-
through 12-) is .made of compounds .conforming
to material requirements of ASTM D2241 in
accordance with ASTM D1784. The pipe sizes
(4" through 12-) are made with an integral
Uell whit ..-.uti szes a gasket for sealing in
accordance with the requirements of ASTM
F477 integral sockets for solvent cementing
meet the requirements set forth in ASTM
Diamond IPS pressure -rated PVC pipe meets all
the dimensional. chemical and physical
requirements as outlined in ASTM D2241
Each - male end shall !)e beveled to . facilitate
joining and reference marked for
-proper deptfl of ­insenion - Diamond -lurnishrt`
lubricant is to be used it the loining process
Diamond IPS pressure -sated pipe is supplied, it,
20-foot lengths
PROPERTIES OF PVC 12454-B-(1120)
Property ASTM Minimum
Test
M.
Specific Gravity
f?:79�.:-; :''. _ .
t 40
Tensile Strength, psi
D 638. ,' ;'::
7.000
.Tensile_:Modutus, .psr
_ a00.000
--
IZOD Impact Strength.
D "256 :.-
65 .
ft., lb /in.
ASTM
TEST.
=3 0O o Sulturrc Acid_
D 543
4 Days Flotation at
'0 '- or - 2° C
-----Charge rn.Wercn!
- - -1
= 0
Change in Flex Strength.
:,, -- 25 0 so
+ a U
1S I M OII NO 3. 30 D_
:,11mersion at 230 C
�'' ��: =:' T .1 b'�"15
r i r s4 :tom s. c �. •
�`1•. r-�:14a_}rrs. rrr.� i �_.,>.-, c. �-`w T �., �:..-. in. .:"�.r.. _. � ct�'- ...—_

FRICTION LOSS. CHARTS
FOR DIAMOND PIPE
IPS DIMENSION
p 4-Inch 5-Inch 6-Inch 8-Inch 10-Inch 12-Inch
Gallons
Per Min.
FRICTION HEAD LOSS IN FEET PER HUNDRED FEE
150 1.11
160 1.26
170 1.41
180 1.57
190 1.73
200 1.90
220 .. 2.28 .81 .34 .09 -
240 2.67 .95 .40 .10
266 3:10 1.10 .46 .12
280 3.56 1.26 .54 .14
300 4.04 1.43 .61 .17
320 4.56 i .62 .69 .19
340 5.10 1,82 .77 .21
360 5.67 2.02 .86 .24
1 380 6.26 2.22 .95 .26
400 6.90 2.45 1.04 .28 .10
420 2,69 1.14 .31 -10
440. 2.92 1.25 .34 .11
460 3.18 . .... 1.35 .37 ..12 .
__.._ 480---- ,-=--
�.-��._ 3�44__ _--1:46....__......-- :41------------1�-------" -- -----
500 3.70 1.58 .43 .15 .083
550 1.89 .52 .18
600 2.22 .61 .21 .096
650 2.58 .71 .24 ' - _ 110
700 2.96 .81 .28 .125
750 3.36 .93 -.32 .141
800 3.78 .1.04 .36 .158
850 4.24 1.17 .40 .175
900 Table based on Hazen -Williams 4.71 1.30 .44 .194
950 equation--Cw = 150 5.21 1.44 .49 .213
1000 5.73 1.58 .54 -233
1 % To find friction head loss in
54
1050 PVC pipe having a standard 1.8 .6 .2.27
2
1100 dimension ratio other than 21, -05 .70 298
1150 . the values in the table should ..
1200 be multiplied . by �_t.he 221 76 .322
=-a ro riate conversion tactor " ....2.39
�P _.... _ - - --- - - -- - - 37a - -:-- ------ - -- ..
1300-"---- _(F) Shown below: 2:57--
-1300 " 2.76 .95 .397
1400
1450
1500
1600
1700
1800
1900
2000
2.95 1.01
.423
3.16 1.08
.451
3.35 1.15
:508 -
1.30
.568
1.45
632 .
1.62
.698
1-79
.767 J
1.97
.840
Loss below bold line indicates velocities in excess of 5 feet per second.
Velocities which exceed 5 feet per seconif are not recommended.
Page 2 2-83

INSTALLATION
QrJ
' Table 4. Ut:S L•91r'TID1a Of I:At 91:DA4 F:NT ASA Ti:R 14L CLA\SIYll A1-[[It:S
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 for 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
apply force, the pipe should be protected by placing a board
between the bar and the pipe.
If norrhal force does not complete the joint, disassemble the
joint and examine the parts to make celtian 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 COSIPACTION VERSUS EMBEDMENT CLASS AND METHOD
OF PLACEMENT AS PERCENT OF STAVDARD PROCTOR
DENSITY OR RELATIVE DENSITY*
FOR GRANULAR MATERIALS IN PARENTIIESIS"
SVIL
SOIL
olaC9lrT os rat,
('Lw SS
T\'rc
%1ATF.QIA1. CLASSIVICATIUN
Ct.0 l SwF•
..
M.Mx...rd y.lr1. , —A..w 4.1. 114 w I in 6- La
rld:w] ...x.:.l. A,rir.a rrl:..w.l ails awr. aw \ .. lrv.4J e.r w a.A1, I.rLrA
«.L .ndxJ .I.I, riMr•. « [rvr+rd .MI4_
CIW I1swiF••
Carr
We9.=; .ed l.wd. W er..rf...nA .wixwu. tw.lr«a•. l.r. LR .. ww<.f
x F.nww ra.:wr1 «. Nw_ a a:+e. He. N.n ].(.r....ra .� N. \N .:•<
Ckaw.
G
h..rlr 1•.dd [r...h W I....I.W awia.w.a. M.4 .. �., h..r• 4r., w www ..1
a5C .n.wJ.w It, `1]1 ;,7
sw
-r11 I.aJ.d.,wd..wd Ir.•rlls •rdr. Iw.Y - f• r-ti+.
kt.r. .-o5c.F. N.-, C.-
CI... III S.a,•"
rJ
SAY -I....... I..W..I- wu....n, }I... .. ..J ....... F.....,n,.wJ ..,.
I&...ir.e- Nee r•aw tiR .n,iwrdY..�.r
cc
Cf.", ".-J.. I... 1-..rJ.e.1 «.a.«e MK .. : -J ., w-:.....�.n.w•J
ar W. a .ir..- Me..A,n YR
'
SH
TJq -fit . 4- k r \I.wr M.w W4 .. ..•w. h.•w,.. ,.. �. I:.. ] wT
Sr
Cl.l.r . Wa- aaa.11lrT r..r,n, H.rr d.e Lr1 .d •...,r G.,.,. p„.: • M1.. �a
Isere. \lee d- 30%.n,i.rd
C1e.• IV Sw4
FIL
Iry..'r Iia... •ery a..J,. ...'L fLr-.iT.r .1.1r1 !.... •.:h I wl-1.,,.. --.
fOr Y be. 3177� .r rre I.uxf Nw. %.n aster
CL
1.., - r1.1y rt \- .+ rrJ.ew plur:�l- p.•Ay .......r-� ...�. ..Y..I,T•.
-
!w I.)- lqr% 6mi. kR .. Ina. YK .. w.w 1•,-ti� \• �•• •�•:
\91
Iwn f.wx rnk,. -ir.rrwn w A...e.wy.-.. I...r .fa... ••w........J,. 1 ...�.
liwi cxw+ Y,Aw $MC 31R « �.r I'rK• IL. \.. ..-..
ch
I.st..wr rI.la rf high pl.x«we. Ir <l.y. L.w..I , .•- d.n a.r: Yrl -
art pare. W. X 0
Cl- Y SLAl
rL /kl.w:r ..I..rW +rI- .•b7 r1.1. wf
5M a w.w,e "- W- Xi. ..r•r
vR ..
e ryat.. Nw. 705 air r.
t
K hr, rwrL .w! wd.e. 6:IY7 elr.c r:y_
• S.`la ..r x drt`w.rd : ASTH !) 7at7- r.ccp I.r CL..1 ernul _►.i w iiwJ .a A<TH II . I.1 ... - -
_ _ • • u. w..wA.A.Y --+A ASTM
117+97. 1n..k.. 5% rv+. •'�. �,�r_
rtnaifcx:.. Nu i. wrrr .Axx.-61L of Clna If Naw .d 0- 111
CLASS OF EMBEDMENT
1
It
111
tv
MATERIAL. DESCRIPTION
A1arr.facerd
Ge-A.
Say.d]nd GoK1
Mi-d-Ce3iw
I - Grass
bS]tuws
S61I • c1co.
Soils
Soils
C%,d— .r. Vi TOM6M nett
9.12
9-111
6-10
1i.nd
S&I Crww.lA]Iws ► cdwd
4 of NMI-Ip Rcl.ir.) De.tiy R-pp
Co -F- by past camp-
9S-i00
95.100
95.103
9a too
(73-1001
.t41071
-
DrAedl be pt ubk
90-95
711[sV:
W 95
.__15-90 ._
rdr].tr7
160-73)
IW ri
Cw.1W.d,.c bT's]IW]N9.�
M95
IlD%
-
ITA 731
1(L 11/
Bawd Alas
W-90
IJ0-601
-
19Td-W
trio
(41m
6a73
natal
I h-V
f4f0
W W
G4lo/
6t171
1aa641
[5a401
• Tb.. NFL'SKri(r h.. r. J.'•..Mr'a J.aaeed aAr.,w(A .«....
w.[ab.ad..I rM .,w.ddatOA M dillc.re rlssara ad xwl Il.r .,,Ar ...reb-d r. lru+,dt Lr:ta.rr 1..1 .a
wu ...aa.��-J,-J I.r dei.;V rK. Arlrld dea.jr •J. d.. M.._ .L-Jr d by
fOd4 " al•a J. err 4«. CV..CM4 �-
The haunching area is most important to the support of
PVC pipe. For good support, the haunching area should be:
compacted to the densities given in the Long Term
Deflection Chan.
Figure 2.
�
ne....iw aee•t• •n•-
I
I
.. - - _... ....
f
r.et
�. ] _..... _._...._._....
I
••n
1" -
fi 4.

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 blocks
will be concrete. Manufacturers recommended thrust blocks at any
change in direction greater than 10o". Figure l gives an example of
different arrangements for thrust blocks.
1
I
Figure I. Example of different arrangements for thrust blocks.

! :. r� •:t
.r P.
Figure 2. Anchorage docks 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 in Table 2.
Table 1. Thrust W at End Plugs
Thrust in lbs. for test pressure in osi
Pipe gi.ameter
inches
100_PSI
150 PSI
200 PS
--
250 PSI
12
295
440
590
740
2
455
680
910,
1140
2-1k
660
990
1320
1650
3
985
1480
1970
2460
4
1820
2720
3630
4540
:6
.3740...:
.5600.
_.... 7460
9350
8 . -
-6-90"-
: 974�..-
-.
-1-3,0d0- W.:.,:__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
41,100
51,400
16_
26,600
39,800
53,100
66,400
-6-

L(6v ;5'
R
El bows:
Table 2. Factors for Calculating Thrust W for
Elbows and Tees.
900
M 1.41 "G
600
= 1.00�
450
= 0.76 ---
300
= 0.52
22.50
0.39
Tees = 0.70 L
Table 3 givds the safe bearing load for different soil types.
Table 3. Safe Bearing road
Soil lb/ft2
Mui.ch, peat and similar 0
Soft Clay 1000 0 Zv�
Sand 2000 .--
Sand and gravel 3000
Sand and gravel cemented
with clay 4000
Hard shale 10,000
Thrust block area (ft2) ld _ Thrust (Table 1 & Table 2) .
Soil bearing strength (Table 3)
In placing concrete thrust blocks, check with the manufacturer of the
pipe being used to ensure that the correct size thrust blocks are
being 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.
General ly chain trenches, wheel trenches, -backhoes•, or vibra t.i.ng plows
will be used for trench preparation. The vibrati.ig 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. Wh ere wide trenches for large
pipe are required, the backhoe will be most satisfactory. If soil
conditions permit, long stretches of open trenLf 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-

. 4 —
LAGOON SITE SOILS INVESTIGATION
COUNTY: 17.+r,+ 1)
FIELD INVESTIGATION BY: k " DATE: 3 / z--/ 77
SITE SKETCH
DEPTH I
Wi I
JIDEPTH
I WT
r
p
�� P,
SAT Q�r(,f /"brLtED�+0 LW7tr7'In'j 141
/ ` z
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/ern
/7td �H✓✓•Ni ,^ 4 7
�7-�••
D�'�GF (//Y ��14F SY�OY 1t:7 '/ %.,+7
/7
V `
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z NT,^'r �9 F%�
�7 I' �S•
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c/
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✓ err f�r�
!3 /(v"
Grc.� f+N D�..s Gyre f•+, t4.o C.wYrr
9
riFU r ,. rgr,L� S� NO12
/3 -�f
��, T ✓ � GrtF�+FN' %a?sr 7Rt 5?.✓r 1i�
�- Z
T,o� i`.oro -
z!7 •er✓ 6 rd � s � i / 3 �
Z L-�
f1iZ4.'�f o'r r� Sw..aT �c.�y
/�
G.S'- !r•
y /
t•rGr if0 Y�.i9 �/ A•� � �i�iy (C//i i�, K _
f�I- ���
[H17
to nF7 fAY fRro f Cs-0r�y ��ro
BORING / SAMPLING METHOD: LycAmror, SIGNATURE:

LAGOON SITE SOILS INVESTIGATION
PROJECT:
CAI 2.. f r %art € ..,
FIELD INVESTIGATION BY:
COUNTY:
DATE:
BORING .NUMBER AND PROFILE
DEPTH I WT
DEPTH WT
�r�yl lr
((JJ
4f+C.2 SArq
n
7. i/
��'GL/�i17 %,rag iKlrs
17-
�F'�e-Trdr>
y,o ���•�c rr Q 7'
� SQr
-
r
/n' /f%r
rr •K 'rf�r' f.°. �yrn w C�.w� �.�o Hiv
rnjtFY 5. rfr Sal. o
BORING / SAMPLING METHOD: C
SIGNATURE:

Animal Waste Management Plan Certification
(Please e W.nt all information that does not require a si ature)
F_Xisting or ,' New or `Fxparided.:: (please cirrle_one)
General Information:
Name of Farm: Chris Drew Nursery Facility N -- SZ
Owner's Name: Chris Drew Phone No: 910-289 854
Mailing Address: 499 Blue NewRirk Rd Ma ilia NC _ 3
Latitude and Longitude: 34- 31' 19" / 78' 05, 55" County: Dupiin
Please attach a copy of a county road map with location identified and describe below (Be specific: road names,
directions, milepost, etc.): From hose Hill take US 117-north to Magnolia at caution light in Magnolia turn Ieft
onto NC 903 south 7,o about 4.5 miles to farm entrance on left
Operation Descrip#ion:
Tune of Swine No. of Animals Type o� f Poultry No. of Animals Type of Cattle No_ of Animals
® Wean to Feeder 2600 ❑ Layer ❑ Dairy
❑ Feeder to Finish ❑ Non -Laver ❑ Beef
❑ Farrow to Wean (# sow) ❑ Turkey
❑ Farrow to Feeder (# sow)
❑ Farrow to Finish (# sow)
Other Type of Livestock on the fain No. of Animals:
Expanding OperationOnly
Pre vrous Deslglr :Capac tr. Additroiral D�s{grr Capacffp-
T r:"d Des�gsr Cspacify
EXIS ting:at�d Expandutg Operation Cinly .
1Zegistratyon.Dat� .. (Date on.which farrn'applied. for,
Acreage Available for Application: 5,�g Required Acreage: Sr CT,
Number of Lagoons/Storage Ponds: i Total Capacity: 185 983 Cubic Feet (fts)
Are subsurface drains present on the farm: YES or O (please circle one)
*X*
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 .Lill 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 Iess severe than the 25-yeas, 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 DFAXA or a new certification (f the approved plan is changed)
within o0 days of a title transfer_
Name of Land O er: Chri rew
Signature: •✓ram Date:
Wl-
Narne of Manager (if aerent from owner):
Signature: Date:
AWC -- April 24, 1996

TT Technical Specialist Certification
1. As a technical specialist designated by the North Carolina Soil and Water Conservation Commission pursuant to 15A
NCAC 6F _00057 I certify that the anitnal waste management system for the farm named above has an animal waste
management plan that meets or exceeds standards and specifications of the Division of Environmental Management (DEM)
as specified in 15A NCAC 2H.0217 and the USDA -Natural Resources Conservation Service (NRCS) and/or the North
Carolina Soil and Water Cutiscrvation Commission pursuant to ISA 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 ccitification (SD, S1, WUP. RC. 1), the technical specialist should only certify parts for which they are technically
competent.
H. Certif-tcation of Design
A) Collection Storage Treatment System
Check the appropriate box
❑ Existing facility without retrofit (SD or V UP)
Storage volume is adequate for operation capacity; storage capability consistent with waste utilization
requirements.
ew ex anded or Tetrofted facili (SD)
Anirml waste storage and trcamnent structures, such as but not Hraitcd to collection systems, lagoons and ponds,
have be= designed to meet or exceod the minimum standards and specifications. -
��tmtturrrrurq, '`',�p0e4 u u p,to,
Name of Technica�,.'1� print): Cc. aR,. E. UJ� .1
, o n k 5
Affiliation: -\-J \ -�' ,
Address(Agencyl N.I1Ler;; Dr . ,(-e fIJ s r Ehone No. }� In9 33`I b
Signature: i
• = _ • __ ate:
B) Land Application Nteuka) ���►tiru,���►"'��
The plan provides for minimum separations (buffers); adequate amount of land for waste uttilizzattiow, chosen crop is
suitable for waste manag.ement; hydraulic and nutrient loading iates.
Name of Technical S ecialist (Please
Affiliation: �rGrn t
Address(Ag: ncv)- C i
Sig ature-
C) Runoff/Controls fr
Check the ppropriare box
Gt 4-_t,e-
❑ Facility without exterior lots (SD or WUP or RC)
This facility does not contain any exterior lots.
No.: QI
.<-1.-� ~,:� -7
Facility with exterior lots (RC)
Methods to minimize the run off of pollutants from lounging and hcaxy use area have been designed is
accordance with technical standards developed by MRCS.
Name of Technical Specialist (Please Print): Kr. vt,✓ ` G/Fs rgb/
Affiliation:- LY2.jjpp&, , r4Y1+ftLy __--��-Is - -
Addresc(Agency)ff: P_. r7_ .L ox 759 - , 70Sg- _ N, _1 Phone No.:
Siznature: Date:-
A'%X C — January 1, 1997 2 -

-.-,.nt
Check fhc appropriare bar
!] Existing or expanding facility with existing waste avnlication equipment (WiJP 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:
an: (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)_
I1 Ne x expanded, or existing -facility without existing waste apRlication a u3 meat fors ra
irrigation. (I)
Animal waste application equipment specified in the plan has been designed to apply waste as necessary to
accommodate the waste management plan; (proposed application equipment can cover the area required by the
plan at rates not to exceed either the specified hydraulic or nutrient loading ratcs; 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). ,
a New expanded. orexisting, facility without existing waste alication a ui ment f r land
spreading not using sQray its t>sa ion• (WUP or I)
Animal waste application equipment specified in the plan has been selected to apply waste as necessary to
accommodate the waste management plan; (proposed application equipment can cover -the area required by the
plan at rates not to exceed either the specified hydraulic or nutrient loading rates; a schedule for timing of
applications has been established; required buffers can be maintained-, calibration and adjustment guidance axe
contained as part of the plan).
Name of Technical Specialist (Please Print):
Affiliation:__ C� •rn�w �"�,' I �rMs
Address (Agency): -Po. -7s,j �.ser I-�'.,u.l. .�8'f�$ PhoneNo.:
Signature:. Date:_
- Sr--T
E} Odor ontrol Insect Control, Mortality Management and-Emerzency Action Plan - (SD
St, «'UP RC or I)
- The waste management plan for this facility includes a Waste Management Odor Control Checkiiit, an Insect -Control
Checklist, a Mortality Management Checklist and an Emergency Action Plan. Sources of both odors and insects
have been evaluated with respect to this site and Best Management Practices to Minimize Odors and Best
Manaearnent Practices to Control Insects have been selected and included in the waste management plan. Both the
MortalityManagement Plan and the Emergency Action Plan are complete and can be implemented by this facility.
Name of T-e-ch tical Specialist (Please Print):
Affiliation: P--"-yY
Address(Agency):
%`err-j WE3rra.^�
F) V-Fritten Notice of Ne«• or Eanandin? Swine Faun
4
No. t"%)--z-t VfI xr, 4.-7
Y1r 7/0 y
The follo%%ing 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 2I,1996, when %ras it constructed.or Iast expanded_
I (we) ) certify that 1 (we) have attempted to contact by certified trail 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 \CGS 106-805. A copy of the notice and a list of the property owners notified is
attached.
Nanie-of Land Owner :
Signature: . t/•�"�
Name of Manager(if diff eat from owner):
Date: z
Signature _ Date:
WC -- January- 1, 1997 3

}
III,. Certification of Installation
A) Collection Storage, Treatment Installation
ew expanded orretrofitted facility (SI)
Animal waste storage and treatment structures, such as but not limited to lagoons and ponds, have been installed in
accordance with the approved plan to meet or exceed the minimum standards and specifications.
For existing facilities without retrofits, no certifxcaf on is necessary.
Name of Technical Specialist (Please Print): ES E..s 2T96. &:wr414E
Affiliation: r i GrM -C'�.
Address(Agency): 5 ; o'q No.: 9/0 —
Si
B) Land A S" e Application {ZYUP) 3973
Check the appropriate box :9ems t F
Cl The cropping system is in place on all land as specif� , th��al waste management plan.
fost-ar--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 t been established and the owner has committed to csmbltsh the
vegetation as specified in the plan by / (moath/day/year), the proposed coves crop is appropriate
for compliance with the wasteutilization plan.
© Also check this box if appropriate
if the cropping system as specified in the plan can not be established on newly cleared land within 30 days
of this certification, the owner has commiued to establish an interim crop for erosion comrol;
Name'of Technical Specialist (Please Print): ����✓ !NE/ro.J
Affiliation: /t'Z KE,5 r cr.f%1�t...r T
Address(Aaency
This following signature block is only to be used when the box for conditional approval in III. B
above has been checked.
I (we) eezzify th=4-(we)-have committed to establish the cropping system as specified in my (our) waste utilization plan, and
if appropriate to establish -the interim crop for erosion control. and will submit to DEM a verification of completion from a
Technical Spec"ta]ist within 15 calendar days following the date specified in the conditional certification. t (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: L ,Ci f
o.
Signature:
k1
Date:
Name of Manager(ddifferent from owner):
Signature: Date:
ANVC -- Janunrt 1, 1997 4

l-) KUIIUII `ui111_01S trmn J xterlor LOfs (RQ
Facility \with exterior lots
Nlcthods to minimize the run off of pollutants from lounsing and heavy use arcas have been installed as specified
in the plan -
For facilities without exterior lots, no certification is necessary.
Name of Technical Specialist (Please Print):
Affiliation:
Address(Agency): Phone No.: '
Signature: Date:
D) Application and Han lira E ui meat I staliation (WUP or I)
Check rite appropriate block
❑ Animal waste application and handling equipment specified in the plan is on site and ready fgruse; calibration
and adjustment materials have berg 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 arc contained as part of the plan.
Conditional approval: Animal waste appIlcati-OP aud handling equipment specified in the pladhas beta
purchased and will be on site and installed by L Z / -_ (monthfiday/year); there is adequate storage to
hold the waste until the equipment is installed and until the waste can be Iagd 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 parr of the plan-
7 l 1
Dame of Technical Specialist (PIese l?dq'f _ X, r% h
Affiliation:
Signature:
The foilo%c i,P signaturk
aboi a has en clZecicec
I (Nye) cenif�that I (we) I
specified in y (our) wast
from a Technical S pecialis
(we) realize th�rfailare to-:
(us) to an enforcement actin
Name of Land'Oi� ner :
Signature:
s g Phone No.: 1-110 3r L [�
block is only to be used when the box for conditional approval•in III D
ave committed to purchase the animal waste application and handling equipment as
management plan and will submit to DEM a verification of delivery and installation
within 15 calendar days following the date specified in the conditional certification. I
abmit this verification is a violation of the waste management plan and will subject me
n from DIM_
� YZ,,S PPErc/
Name of \ I anager(if different from owner):
Date:
Signature: Date:
E) Qdor Control, Insect Control -and Mortality Managrement (SD, SI, WUP. RC or I)
Methods to control odors and insects as specified in .the Plan have been installed and are operational. The
morEality manneemenE system as specified in the Plan has also.been installed and is operational.
Name of Technical Specialist (Please Print)
A
Affiliation: AIce,Yr' F 4w►r
Address(Agency-}: i . a 75'S etc AIC ZJ fY Phone No.: 27V,41 W5 4/fG Z—
Signature:Date: G / d'
AIVC — January 1. 1997 5

0
Pit -me return the completed form to the Division of Water Quality at the following address:
Department of Environment, Health, and Natural Resources
Division Of Water Quality
Water Quality Section,'Compliance Group
P.O. Box 29535
Raleigh, NC 27626-0535
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 PIan.
january I, 1997 6
�r

VO
9
2 r ids .7
jLqA mu
ILU 1937
UIA ml 1919
I
1103 191 J In,
911S
Ll 19
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1933
1911
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1146 1148
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Murphey
0 1935
I _IA I
Ij 3 zoos
1133 1133'a cl,
1 139 .6 r
Ila
1101 111621
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ar LU 2 SQL
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1LU

MUI PHY FAMILY FARMS .
WASTE MANAGEMENT FACILITY SITE EVALUATION'
Namc x"t / zelj Sizc Qperation
�✓wssE,c�,
zza+d .
Telephone
Location Data
'
Distance frorn nearest residence not owned by producer.
��srwuct FJrd!-� TRarFfi�r c.,.ra rs +.css twa fao' . �a if
APPKKovw� fKee .►�•N..ry T�t.x+e*t aurrsR �t w irfla .
Yes No
Is site withiri 100 year flood plain?
�-
Is site at least 100 feet from a-"Bluc Linc" percnnial strcam?
✓
If no, site must be relocated
Is site within 1 nude zoning jurisdiction of a -municipality?
If yes, site must be relocated..
Are there utiRdes in the construction area?
-�
Wetlands -
Will site involve clearing woodlands or any non-cropl=d?
If wetlands are involved, it is the responsibility of the producer
to obtain all neccssary permits before -any clearing is done..
Other Environmental Factors
Is endangered and/or threatened species habitat present?
f
Is a designated natural scenic area included in the planning
area or will planned actions impact on an adjacent natural -
scenic area?
✓
Is an archaeological or historical site located in the planned area?
�
Are cultural resources present?

I
Waste Management
Does producer own enough land to properly land apply waste?
If no, does producer have access to more land?
If land is not owned by producer, can producer get agreement
for land on which to apply waste?
Soil Investigation
Is soil suitable for lagoon?
Is a clay lincr required?
If yes, is clay available on site?
Ycs No
Questionable f
Is a core trench required?
Test holes will be dug initially in the general area of proposed lagoon. jf during dcgM the
position of the lagoon is chang2d to an area where -no test holes were previously dugLadditional
test holes WILL be reo &c&
Comments
This site investigation is valid as tong as the design and construction of lagoon continues
in a reasonable time period. Undue delays or hesitancy in construction may require that site
be re-evaluated_
Evaluator ..�-
{IVikF Engineering)
Signature
(Producer)
Date 5 q7
Date

T TT1� P A:
Producer: [
Location: t
Telephone: a T 9 - 3 s 5 ``f
Type Operation: w e -.- c om e- c). c Y
Number of Animals:
(Design Capacity)
The waste from your animal facility must be land applied at a specified rate to prevent
pollution of suffice 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 growl -
Several factors are important in implementing your waste utilization plan in order to
maximize the fertilizer value of the waste and to ensure that it is applied in an
environmentally safe manner. Always apply waste based on the needs of the crop to be
grown and the nutrient content of the waste. Do not apply more nitrogen than the crop
can utilize. Soil types are important as they have different infiltration rates, leaching
potentials, cation exchange capacities, and available water holding capacities.. Normally
waste shall not be applied to land eroding at greater than 5 tons per acre per year. With
special precautions, waste may be applied to land eroding at up to 10 tons per acre per
year. Do not apply waste on saturated soils, when it is raining, or when the surface is
frozen. Either of these conditions may result in runoff to surface waters which is not
allowed under DEM regulations. Wind conditions should also be considered to avoid drift
and downwind odor problems. To maximize the value of nutrients for crop production
and to reduce the potential for pollution, the waste should be applied to a growing crop or
applied to bare ground not more than 30 days prior to planting. Injecting the waste or
disking will conserve nutrients and reduce odor problems.
The estimated acres needed to apply the animal waste is based on typical nutrient content
for this type of facility. Acreage requirements should be based on the waste analysis
report from your waste management facility. Attached you will find information on
proper sampling techniques, preparation, and transfer of waste samples to the lab for
analysis.
This waste utilization plan, if carried out, meets the requirements for compliance with 15A
NCAC 2H.0217 adopted by the Environmental Management Commission.

.....................
amount of Waste Produced Per Year(gallons. N, tons. etc.,)
�� animals X. `�'(amt.) waste/animallyear = i C ? c� (�.i waste/year.
Amount of Plant Available Nitrogen (PAN) Produced Per Year
a � animals X -9 lbs. PAN/animallyear = 7 a ` ? lb s. 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 Sod Crop Lbs. N Acres Lbs. N Month of
rr No. Tvne Per Ac_ * Utilized Annlication
1
/Vc
L�rM=,r�5;
�(,O
1,-71�
a'i
/�o�
Lc�M•„�;o�:�
� 0 0
! .!o l
4!$.
;ile.,T'^,`,.c ` .
S
err,
! a�
a.�i^t
8115
Ac{;I
`� i
�M4t�(�%'af /•
h1 1
Total I --
* This N is from animal waste only. If nutrients from other sources such as commercial
fertilizer are applied, they Hurst be accounted for. N must be based on realistic yield
expectation -
NOTE: The applicator is cautioned that P and K maybe over applied while meeting the N
requirements Beginning in 1996 the Coastal Zone Management Act will require farmers in
some eastern counties of North Carolina to have a nutrient management plan that addresses
all nutrients This plan only addresses Nitrogen.
ns n1v M Corr v Gr Q r C c r -rtT �� C ld #: 3 �S WSJ
y.�-7
Ck
�+1r N! nzMt�v-1 �cfeaa` r '.� �. ✓� a� �. ! `!�c^r - N\°�� �OQ

Rnl..:- u
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 far Table 1.
Totals from above Tables
Acres Lbs. N
Utilized
Table 1
Table 2
Total
Amount of N
Surplus or
5.G4j
eficit
Produced
i Q
5 5 . "i
!VOTE: 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.
3

- _T- WASTE UTILIZATION PLAN
REQUIRED SPECIFICATIONS
1. Animal waste shall not reach surfors waters of the state by
runoff, drift, manmade conveyances, direct application, or
direct diocharge during operation or land applicatiml. Asy
discharge of waste which reaches surface,water is prohibited.
--. 'there must he documentation in the design folder that the
producer either owls or has an agreement for use of adequate
_. land-on._which _to_ -properly --apply -the -waste .------I-f- -the--p-rodu_cer does-:
= not VWd-adegiiatY land to -pronekly dispose of-= waste, he/she shall-'
provide a-' copy of an agieemett with a landowner whu !a within a
reasonable proximity, allowing him/her the use of the land for
waste application; _lt 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 basedon spi.l -..type,
available moASS, historical data, climatic_ conditions, and
level of management, unless there are regulations that. restrict
the rate of application for other nutrients.
4. Animal wash shall be applied to land eroding -less than 5 tons
per acre per year. Waste may be'applied to land that is eroding
providing grass filter strips are installed where runoff leaves
the field: -(See FOTG Standard 393-pilter Strip)
5. Odors can be reduced by injecting the -waste or disking after
waste application. Waste should not be applied when there is
danger oL- 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 Mather
-- 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 applicataNZ No ponding should occur in order
to control odor or flies.
8. Animal waste shall not be applied to saturated soils, during
r tinfall 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 he considered.
Page: 10

WASTE UTILIZATION PLAN
REFIRED SPECIF1_CATIQNS
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 Cron planted to
take_,li p.. released _rutri.ents . haste shall --not be applied -more
than 30 days prior to planting of the crop or forages breaking
dormancy.
- -
-Ln-ne
yw swine facility sited on or'after October 1, 1995 shad
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 5C feet -from .any residential
property • boundary and from any perennial stream or river- (other
than an irrigation ditch or Cana; . 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
- ..... -
the l 1 S . --- - .
13. Animal waste shall not be applied closer than 200 feat of
dwellings other than, those owned by the- landowner.
_1-41as==shall be=appi,-ed=aar�nec3`oeac.� ot:rp�rt,�_
and public right-of-ways-. _-:
15. Anirdal waste shall not be discharged into surface waters,
dr ainageways, or wetlands by a discharge - or -by. over -spraying.
Animal ---waste stay- be- applied to prior -converted cropland -provided
they -liay.e been approved as a land, application site by .a .
"techndcal speciali-st-"-..---Animal waste shall -not be applied on
grassed waterways, that discharges directly intcn water courses,
and on :other grassed waterways, waste shall be applied at -
agronomic rates in a manner that causes no runoff or drift__frarn.
—the sit-e. -----.
16. Domes -tic and industrial waste from washdown facilities,
showers, toilets, sinks, etc., shall not be discharged into the
animal waste management system.
17. A.pro.tective cover of. appropriate vegetation will be
.established on all disturbed areas (lagoon embankments, berms,
Pipe runs, etc.). Areas shall be fenced, as necessary, to
-prot-ect7-the veget3t3ori:W - Vegetation"9uC11 ds trees, srzru s, an
other woody species, etc., are 14mited to areas where considered
appropriate. Lagoon areas should be kept mowed and accessible.
Berms and structures should be inspected regularly for evidence
of erosion, leakage or discharge.

WASTE UTILIZATION PLAN
REQUIRED -SPECIFICATIONS
18. If animal production at the facility is to be.suspended or
terminated, the owner is responsible for obtaining and
imntOlementing a "closure plan" which will eliminate the
Yueeib!liLy of an illegal discharge, polluc-ion and erosion.
15 . waste handling structures, piping, pumps, reels, err-, rhnul d
be inspected on a regular basis to prevent breakdowns, leaks,
and.. spills ..-_._A-regular-maintenance-check-list-should--be_-_keot~-on_-
20 . Animal waste can be used in a rotation that includes vegetables
and other crops for direct human c_onsumption_. However,. if
animal =waste =is used -on crops ror direct human consumnption it
should. only be applied preplant- with no further applications of
_ _.._
animal wa-ste-during -thee crop season.
21. Highly visible markers shall be installed to mark the top and
bottom elevations of the temporary._ storage. _(pumping. Arolume) of .. _.
al I' wa-she Creatment lagoons . Pumping shall be managed to
ma nta'in 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 t-e�sted­wi:thin' 60_ mays- of utilization=arid soil
_.sra-1Lbe-tested -ai�l.eas-annua.3 _t r p-- -r ssaher asL_=-=-___
products . are applied. ' ' Nitrogen sha-11 be the rate -determining .
- elem�:�t': Zinc and coppex level's_in' the soils shall be
monitored and alternative crop sites shall be uocd when the,
- -me levels - pH shall be -adjusted for
optimum -crop -production -and maintained. Soil and --waste
analysis records shall be kept. fpr--five years. Poultry dry
------- •_- ---- = waste-applicaC3on- records --shal-be`ma:intained- for -three (3?
years.: Waste L-application records• -for all, other waste shall be
maint4ined for five (5) years.
23 Dead -a imal will be disposed of -in- a manner that meets North
Carolina regulations:
;, Page: 12

xz. T T^ D
n
v:n ...: . ,. ,.:.,........:...:... AN
WASTE UTILMAT ION PLAN AGREEMENT
Name of Farm:
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 facilities will require a new
certification to be submitted to the Division of Environment Management (DEM) before
the new animals are stocked. I (we) also understand that there must be no discharge of
animal waste from this system to surface wasters of the state from a storm event less
severe than the 25-year, 24-hour storm The approved plan will be filed on -site at the
farm office and at the office of the local Soil and Water Conservation District and will be
available for review by DEM upon request.
Name of Fac7ity Owner:
(Please print)
Signature:
Name of Manager(If different from owner):
Sianature:
Date:
Date:
Name of Technical Specialist: (Please print)
I �
Affiliation: / y �f � -A r � � .� I C_ m a l �1 �=� r ✓"^
Address (Agency):
Signature. Date: -) - /a -9 %
: •

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ek
rom
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of
ry
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- i:�ii_,aavvvrr+va.nx.nwaw".�cY2�..awaaaw.va.w.vvw.:xxvav:.aw.v. "SLiYY" - rw.a-.a.naaaaavay. ��-
aaaa:x..vv _ xa:vv...-....:v..r-.-.
rxvarar.vv.�.v.r.rvr :w+::•::.-.
va.v:x::: a�.:xr..:�vr..rx..r.vv. aaawav:arxaaaaa- v..v..v.v..xvrvv..rv..: v.w.uaxxv.v»v...titixxxvrrxr.:�k:: •. •..:::::::. x-:::.r......n .:w
va...aar-:- axvvaav:amaaaaaxxa�vaaaav�naan-wwaaaa.a�...• �av-:nvwL.vavnax
Producer: C j, \,r ; 5 D r ew
Location:
Telephone: 9-3g5
Type Operation: tJeo.�-..- r'lr_e.c� C V_
Number of Animals: --N, (D(�
(Design Capacity)
The waste from your animal facility must be ]and applied at a specified rate to prevent
pollution of surface and/or groundwater. The plant nutrients in the animal waste should
be used to reduce the amount of commercial fertilizer required for the crops in the fields
where the waste is to be applied. This waste utilization plan uses nitrogen as the limiting
nutrient. Waste should be analyzed before each application cycle. Annual soil tests are
strongly encouraged so that all plant nutrients can be balanced for realistic yields of the
crop to be grown_
Several factors are important in implementing your waste utilization plan in order to
maximize the fertilizer value of the waste and to ensure that it is applied in an
environmentally safe manner. Always apply waste based on the needs of the crop to be
grown and the nutrient content of the waste. Do not apply more nitrogen than the crop
can utilize. Soil types are important as they have different infiltration rates, leaching
potentials, cation exchange capacities, and available water holding capacities.. Normally
waste shall not be applied to land eroding at greater than 5 tons per acre per year. With
special precautions, waste may be applied to land eroding at up to 10 tons per 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
disldng will conserve nutrients and reduce odor problems.
The estimated acres needed to apply the animal waste is based on typical nutrient content
for this type of facility. Acreage requirements should be based on the waste analysis
report from your waste management facility. Attached you will find information on
proper sampling techniques, preparation, and transfer of waste samples to the lab for
analysis.
This waste utilization plan, if carried out, meets the requirements for compliance with 15A
NCAC 2110217 adopted by the Environmental Management Commission.

i.0 , , ,>3
'I fnr
.i .
•��.1•n��- �.����� �ti •Na�r:� �v�"m�'r".A\�v
Amount of Waste Produced Per Year(gallons, fr3. toms. etc.)
mt ja animal sxia(awaste/animaVyear=tO (�3wastelyear.
Amount of Plant Available Nitrogen (PAN) Produced Per Year
a (1�1r"Oanimals X.4?lbs. PANlaniamVyear =ID,4? lbs. PAN/year. (PAN fromN. C. Tech.
Guide Std. 633)
Applying the above amount of waste is a big job. You should plan time and have
appropriate equipment to apply the waste in a timely manner.
The following acreage will be needed for waste application based on the crop to be grown
and surface application:
Table 1: ACRES OWNED BY PRODUCER
Tract Field Soil Crop Lbs. N Acres Lbs N Month of
# No. Tvne Per Ac_ * Utilized Anolication
WAYSnor
.
-�-
We
IM
W
Total LE
* This N is from animal waste only. If from other sources such as commercial
fertilizer are applied, they must be accounted for. N must he based on realistic yield
gMectation.
NOTE. The applicator is cautioned that P and K maybe over applied while meeting the N
requirements Beginning in 1996 the Coastal Zone Management Act will require farmer in
some eastern counties of North Carolina to have a nutrient management plan that addresses
all nutrients. This plan only addresses Mirogen.
tM� 01\kA % Care\ d.c.cu ce ...;,rc�
H,;-j Acit5 a� Ca.r.� �7 a ;i1 b P(o v,�Gci
lk
Q!y-
/V�re
Wort degc ..d�� -.�•-. cop ro �0.�i o Y. f

Table 2: ACRES WITH AGREEMENT OR LONG TERM LEASE
(Ageement 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.
Totals from above Tables
Acres Lbs. N
Utilized
Table 1
Table 2
Total
Amount of N
Surplus or
Produced
fa—)
I ab
97,
5 5 ?
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
elementy.
3

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 (a)
o
�fm�d.a
`f
. y
THIS TABU- TS NOT NEED IF WASTE IS NOT BE NG APPL=D BY IRRIGATION, HOWEVER A Mff� TABLE WILL
BE NEEDED FOR DRY I1rr$R OR SLURRY.
Your facility is designed for fW days of temporary storage and the temporary storage
mn.st be removed on the average of once everyMONTHS. In no instance shout
the volume of waste being stored in your structure exceed Elevation 5ce { a oQ ►� 5 �a � o� i e
Call the local Natural Resources Conservation Service (formerly Soil Conservation
Service) o; 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.
4

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 applicationl. Aay
discharge of waste which reaches surface water is prohibited.
.2. There must be documentation in the'design folder that the
the
'design
either owns or has an agreement for use of adequate
____....._.. __... land- -on ... which to. properly apply --the -waste. --I.f... the -producer doe's-
- - ...
S-
not own, adequate. land to proner�y .:ispose o waste, he /she shall
provide a --copy of an agie6mditt with a landowner whu ,1a within a'
reasonable proximity, allowing hir./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'Wast.e Utilization Plan when
there is a change in the operation, iacrease.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 o£'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
r moro e -tns-L__but Mess- =r ar��0—t-ans-p a r mot-
:year:
----- -- __._.w _ .._ - —
providing­,gtdss fiber 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
floodirng, it will be soil incorporated on conventionally tilled
cropland. When applied to conservation tilled crops or _
- _ -- grassland- the waste may be.-broadcasti provided the application
does not occur during a season prone to flooding. (See "Weather
= - -- and Climate. -in--North Carolina" -f-or- 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
Uttirlfall events,. or when the surface is frozen.
9. Animal waste shall be applied on actively growing crops in such
a manner that the crop is not covered with waste to a depth that
would inhibit growth. The potential for salt damage from animal
waste should also be considered.
Page: 10

WASTE UTILIZATION PLAN
REQUIRED SPECIFICATIONS
10. Waste nutrients shall not be applied in fall or winter for
sprang plan ed 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 Tinter cover crop -planned to
takeup.-.released_ nutrients . waste shall -not -be applied. -more
than 30 days prior to planting of the crop or -'forages breaking
dormancv.
if. Any='new swine fadilit}r sited on or,after, October 1, 1995' shall
comply"'with 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 Teet_.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
13. Animal waste shall not be applied closer than 200 feet of
dwellings other than those owned by the -landowner.
---- 34_-alas a1-1 be pp3 i d= = a�nanner=nr t o zh­_otll� rp-e-rty— - --
and public right-of-ways..
15. Anirrial`-waste shall not be di_ scharged into surface waters,
drainageways, or wetlands by a discharge "or -by. over -spraying.
- Animal --waste may be -applied to prior converted cropland ---provided
they Bove been .approved as a land application site by a.
"techri-i7ca-1 specialist'"-. ..-"Animal waste":shall..not be applied on
grassedmwaterways' that discharges directly inton water courses,
and on.'.other grassed waterways, waste - shall be applied at -
agronomic rates in a manner that causes no runoff or _dri_f_t._from.
the site:
] 6 . Dofnes�ic and indii 2r l waste f,om washdown facilities,
showers, toilets, sinks, etc., shall not be discharged into the
animal waste management system.
17. A.'prot.ective 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—t-he -vegeta-t3:6n.----Vdgetat}oiV--su--51Tas des, '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. �-
Rage : 11

WASTE UTILIZATxQN'' PLAN
REQUIREP SPECIFICATIONS
1.8. 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
puz:selbility of an illegal discharge, pollut-ion 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-:_orr--_
20. Animal waste can be used in a rotation that includes vegetables
and other 'crops for direct human c_onsumntion. _However, if
animal = waste= is A used �on 'crops tor. direct human consumption it -
should' only be applied preplant' with no further applications_ of
animal--wa-ate--during "the-- drop season.
21.. Highly visible markers shall be installed to mar} the- top and
bottom elevations of the temporary_ storage. _(pumping. volume). -of.._-.__-.:.
all" waste treatment lagaoris . Pumping shall. be managed to
maintain the liquid level 'between_ :the' markers. A mai*er will-
be- -required to mark the maximum Atorage volume for waste
storage ponds.
-22: Was te---shah---be--tested.within- 60-da7y--:t--af utilizaeion=arid soil
�.—shall-be—tested=ate east�anr . � rt�p=a t s=wl�e e= vast =
products are applied. Nitrogen .'shal1 be the rate -.'determining
_ element: Zinc"and copper levels-ri the soils shall be
monitored and alternative crop sites shall be used when theQ
- metals---approach--excessive levels ..- -PH shall be -adjusted. for -
optimum_ crop -production -and' maintained. Soil and-wa-ste
analysis records shall be kept-fpr-five years. Poultry dry
.--.--.._.____--..: _---waste=appl.icat-ion-records--shall— be=maintained for-thkee (3) -
years. Waste application records. -for all other -waste shall be
maint4.ined for five (5) years.
23 Dead animals will be disposed of -in - a manlier that meets North
Carolina requlations.
Page: 12

`, V;:S'w
WASTE UTILIZATION PLAN AGREEMENT
Name of Farm:.
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 facilities will require a new
certification to be submitted to the Division of Environment Management (DEM) before
the new animals are stocked. I (we) also understand that there must be no discharge of
animal, waste from this system to surface wasters of the state from a storm event less
severe than the 25-year, 24-hour storm. The approved plan will be filed on -site at the
farm office and at the office of the local Soil and Water Conservation District and wM be
available for review by DEM upon request.
Name of Facility Owner: 4f )r, r S e7. �1/y' e- LJ
(Please print)
Signature: -� Date:
Name of Manage different from owner):
Signature:
Date:
l r,17
Name of Technical Specialist: (Please print) '�M [ L3 C-S t e Lr � 2e-k
Affiliation: /y 1 uk r P L -4 FCkvvt c 1-4
Address (Agency):
Signature:
13ax -/�9
Date: T- /D 9 %

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Ek
MURPHY
F A M I L Y F A R M S
June 3, 1998
Department of Environment, Health and Natural Resources
Division of Environmental Management
Water Quality Section, Planning Branch
P_ O. Box 29535
Raleigh, NC 27626-0535
RE: Chris Drew
Duplin County, NC
Dear Mr. Tedder:
Enclosed is the certification form for the above referenced swine farm.
Stocking Date: 613/98
The following crops are to be gro«m:
Barley
�C Bermuda Grass (GrazeAfay/Pasture)
}� Corn (Grain/Silage)
_Cotton
Fescue (Graze/Hay/Pastum)
�Other(Explain) .
The Iagoon effluent will be applied to the cror
Center Pivot Irrigation (InstalledP
_Solid Set Irrigation (Installer''
�C Traveling Gun/Reel Irrigat
_Third Party Applicator
Other (Explain)
If you have any questions regarding this
Sincerely:
�� �G
Dave Elkin
Engineering Manager
TRye
_XSmpll Grain (r zdHay)
Sorghum
Wheat
0-
cc: Chris Drew
Toni King, Murphy Family Fanns LNM Department
Post Office Box 759, Rose Hill, North Carolina 28458, [phone], FAX [phone]

9
tU R P R Y
F AM I L Y F A R M S
June 3, 1998
Chris Drew
489 Blue Newkirk Rd.
Magnolia, NC 28453
RE: _ Swine Farm Certification
Enclosed for your records is a copy of the final certification for your swine nursery.
Please be aware that you must keep a copy of this certification, design package, and the
waste utilizationlan at the farm site.
Your farm is subject to inspection by the Division of Environmental Management at any
time. Failure to have this information at the farm site or failure to follow the waste
utilization plan puts you in violation of the State of North Carolina Non -Discharge
Regulations (15A-NCAC-2H, Section .0200, Subsection .0217) and makes you subject to
a Notice of Violation or fine from the Division of Environmental Management.
If you have any questions regarding this certification, please call me at [phone]
ext. 4529
Sincerely:
Dave Elkin
Engineering Manager
cc: Tor' King, Murphy Family Farms LNM Department
Duplin County Soil and Water Conservation
Post Office Box 759, Rose Hill, North Carolina 28458, [phone], FAX [phone]

IRRIGATION SYSTEM DESIGN PARAMETERS
Landowner/Operator Name: r ' r
Address: Ulan .. o !. w NC r
Telephone: 910 12T`1 3 V69
TABLE 1 - Field Specifications
County: 121 _ --
Date: _j" — 9
EXHIBIT D-1
I
Fleldl
Ncunber .
ApprGx1male
MAXLtlum
useable Size
ofFleld2
(ncres)
Soll Tye
Slope
'/a)
Crop(s)
Maximum
Appllcallon
RMO
(Irdhr)
MaXhllunl
Appllcatlon
per [rrtenllon
Cycic3'
(btches)
Conuuent3
!—
I
0
?
f.�u� G� r o ti;:.
r G.!
L" f
fL� • c r �- ,'• ;` rs
O� L
F
I See attached map.
2Total Field acreage minus required buffer Areas.
3Refer to N. C, Irrigation Guide, Field Office Teclutical Guide, Section H G. A,umal application must not exceed the agronomic rates for the soil and crop used.
NRCS, NC
TUNE, 1996

ExHarr D-2
TABLE 2 - Traveling Irrigation Gen Settings
Make, Nlodcl and Tyne of Equipment: Jam a 3 A. Tyr L, r.r •[]r'i ti, r
Field NoI Travel Application TRAVEL LANE
and Speed Rate Effective Effective
Hydrant Not (II/min) (iuRv) Width (R) Len th (tt)
Wetted
Diameter
(feet)
EQUIPMEN'r SETTINGS
Nozzle Operating Operating
Diameter Pressure Pressure Are
(inches) r Gun (psi) Rcel (psi) I'atlern3
Conunents
f `?% 1(01t
W`7
3 0
L)
1�J
1 .71.E
�91
T
1
tT
3 5 0f
G55
P ,G
15C)
I7TC4
500r>
I Sec attached map,
2Sltow separate entries for each hydrant location in each field.
3Usc the following abbreviations for various arc patterns: 1', (full circle), -rQ (threc quarters), TT (two thirds), H (half circle), T (one third), Q (one quarter).
May also use degrees of arc,
MRCS, NC
DUNE, 1996

TABLE 3 - Solid Set Irrigation Guzx Settings
Make, Model and Type of Equipment:
OPERATING PARAMETERS
Field Nol Wetted Hydrant Spacing (ft) Application Nozzle Operating Operating
and Number of Diameter Along Between Rate Diameter Pressure Time
Line Not Hydrants (feet) Pipeline Pipeline$ (in/hr) inches r Gun 3si H chant hr Comments
r
ISee attached map.
2Show separate entries for each pipeline with hydrants in each field
E5GMrr D-3
MRCS, NC
TUNE, 1996

•:
TABLE 4 - Irrigation System Specifications
Traveling
Irrigation Gun
Solid Set
Irrigation
Flow Rate of Sprinkler (glim)
j u o
peraling Pressure at Pump (psi)
(�(�
Design Precipitation Rate (in/hr)
35?
Hose Length (feet)
, .'D
xxxxxXXX
Type of Sliced Compensation
}{,� f}ry ` < <5
XXXXXXXX
Pump Type (PTO, Lnghie, Electric)
Pump Power Requirenicut (lip)
t
TABLE 5 - Thrust Block Specifications
Designer nmy provide (lu•ust block details on separate sheet,
LOCATION
THRUST BLOCK
AREA s . ft.)
90o Bents
f .
Dead End
a
Tee
'See USDA -MRCS Field Office 1'edmical Guide, Section IV, Practice Code 430-DD.
NRCS, NC
JUKE, 1996

EXHTBFF D-5
IRRIGATION SYSTEM DESIGNER
'1 rr� � W
Name: e 5 1' _
Company; �v Fq.�i i rGrw,
Address: PO 130 0 3C i { i , A/C D ? �`� ra
Phone:
REQUIRE,D 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 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 detennine all mainline and lateral pipe sizes.
4. Sources and/or calculations used for determining application rates.
5. Computations used to determine the size of tl"st blocks and illustrations bf all thnist block configurations required in the system.
6. Manufacturer's specifications for the irrigation pump, traveler and sprinkler(s).
7. Manufacturer's specifications for the irrigation pipe and/or USDA-NRCS standard for Irrigation Water Conveyance,
N.C. Field Office Technical Guide, Section IV, Practice Code 430-DD.
S. The information required by this form are the minimum requirements, It is the responsibility ofthe designer to consider all relevant factors at a particular site and address them as
appropriate.
9. Irrigation pipes should not be installdd in lagoon or storage pond enibankinents without the approval of the designer.
NOTE: A buffer strip � feet wide or wider must be maintained between the limits of the irrigation system and all perennial
streams and surface waters per NC Statutes.
MRCS, NC
JUNE, 1996

EXHIBIT D-6
Narrative of IrrigationlSystem Operation
Describe the operation of the system in the space provided below or on a similar sliect most convinient to the designer/supplier.
Include procedures such as start-up, shut -doom, winterization and regular maintenance or all equipment.
X,
a
ll
1--,
-J./ z"O".
V
A
11--t-IP,
C!4' -7- -,1 -Ck
f
4,
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LAO'r jP.-
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QD '40
4 _
o
_jk
CLCL
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MRCS, NC
JUNK, 1996

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1122 1932 1.9
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103
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1102 ty
1102 .2
Cheri
933 co 1162
IIA2 19_31 Sri L93A
102 A
1101 .1-1.3-9
114 Ll—A A I tA$ 1 1.5
N. tl?35 Murphey
11AS
1 133 4;'. 001 .2'0
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1139 1936
1146 1943
113 -%r 17 1162
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`<< `ter lrr 5 CL`
{.Jakzr �c�l
l�clwa•, 100
�d( 5 ► �� "�SS� rC
�00c'\P �
�
�5
-AR 9L .-�) x 10 C>
/I. 3 C-'o p ; . . 3-z " / k f- ,
o-1G
Rle-+r s e Qo,.� 5pGc ( 1 l C;'e a. l �'pv.i � 5)
f `
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/Aa►,r� `►tee 165 S ( �' PVC Cad I
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.5 0 51ICO' X t335y J.��{ or �JpS t
y Post Office Box 759, Rose Hill, North Carolina 28458, [phone], FAX [phone]

MRPHY
FAMILY FARMS
I o� c, � lDy r\ C_ �\P_ cl a
5b
1r►�-1,�-.e o�
�05r5 li.rov� �44 rCG 1 `
C m rr� r u� C.0 u
1097, J J3
5.5 Ps
Eoc�.S s� or aW��
avJc r �e
`Gro►.aCr ca�o�fd 1��� G{ PTO d�1 VC jP�
Cry r-ar1 I�T� �nw, C Moc`e1 �] 0� �/ti �l �G ci V_cGJ i3�o , C,•no�x,
Post Office Box 759, Rose Hill, North Carolina 28458, [phone], FAX [phone]

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23A PERFORMANCE GUIDE
23A WATER -HELVE PERFORMA14CE INCHES DEPTH OF APPLICATION
HELSON'l SPRINKLER
SYSTM
•111BIGRTE0 TRAVEL SPEED- FEET PER Houn
SR100 PERFORMANCE
11ILET
AREA
& 1113L PSI GPM DtA
PSI
WIDTH X LNGTH 40 50 75 100 125 150 175
.712'
50
74
220
75
154 X 677
1.0
0.8 0.5
0.4 0.3
11.3
0.2
Rim
60
01
235
88
165 X 682
1.0
0.0 0.6
0.4 0.3
0.3
0.2
or X
70
88
245
101
17T X 686
1.1
0.9 0.6
0.4 0.3
0.3
0.2
Tape-'
80
94
:55
114
179 X 689
1.1
0.9 0.6
D.4 0.4
0.3
0,3
768,
50
88
225
61
158 X 679
1.2
0.9
0.6
0.5
0.4
0.3
0.3
Ring
60
96
240
95
168 X 604
1.2
1.0
0.5
0.5
0.4
0.3
01.3
or .75"
70
104
250
109
175 X figs
1.3
1.0
0.7
0.5
0.4
0.3
0.3
Tape,
80
111
265
122
186 x 693
1.0
1.0
0.7
0.5
0.4
D.3
0.3
i .812'._
50
100
230
87 161 `X 681
1.3
1.0
0.7
0.5
0.4
0.3
0.3
Ring
60
110
245
102 172 x 686
1.4
1.1
0.7
0.5
0.4
0,4
0.3
or .7'
70
118
260
116 182 X 691
1.4
1.1
0.7
0.5
0.4
0.4
0.3
Taper
80
127
275
131 193 x 696
1.4
1.1
0,7
0.6
0.4
0.4
0.3
.857,
50
115
240
95 160 X 684
1.4
1.2
0.4
0.6
0.5
9.4
0.3
Fling
50
125
260
110 182 X 591
1.4
1.2
0.8.
0.6
0.5
0.4
0.3
or .75"
70
135
275
125 193 x 695
1.5
1.2
0.8
0.5
0.5
0.4
C.
Taper
80
145
285
14-1 200 X 700
1.5
1.2
0.$
0.5
0.5
0.4
9.3
HOURS F08 EDO FIET OF TRAVEL:
15.4
12.0
8.2
6.0
4.8
1 4.0
3.4
Syslem inlet pressure shuan abuve is for Turbine Drives. EagIne Drives WI!, 9e Vprnx 10 PSI lower.
'Area cavesed rmay racy dcpendlag an wind coordltivns, held dlrr aslom erzai r so at ruslaccllleed sprinfclers.
The average a:ca coverer! W run Is 2.6 sacs.
Thu '$pIt m Islet Pressure' is the pressurre regmIre d al W::svelar luiel. It lacis des alIowan ces Iarlhe trtairei
drive•. PE tube and sprinkler pressure. Turbine drives will rewire addll1190al pressure at higher speeds. 110..-
preswre alluwasces for Held elevation cr rnalmilra pressure loss.
Use Die roall gearbox P!!ley at ground speeds abovx 75 Mel per hour_
• rr subject to c; ange wlld:aut nollce.

'��wIFCO=CAPRARI PTO PUMPS
RUGGED TRACTOR"DRIVEN �=;
_-�• CENTRIFUGAL PUMPS
Kifco=Caprari horizontal centrifugal PTO pumps are
signed to suit all types of irrigation systems.
A very dependable step-up gearbox is an integral part
These rugged, efficient pumps are usually supplied
of these well proven pumps. The gearbox shafts are
punted on a two wheeled cart making them very easy
supported by heavy duty widely spaced bearings. The
handle.
box is oil lubricated and some models are also water
-' Line includes high head pumps suitable for all sizes of
cooled. A dip stick is used to check oil level.
raveling irrigation machines.
Cart construction is heavy duty tubular steel fitted with
Pumps are supplied with cart. PTO drive shaft and
16 ins diameter wheels mounted on roller bearing hubs.
-rel ;-on companion flanges or fitted with priming valve,
A rear stabilizer prevents the pump from tipping
vir,-ier, pressure gauge, and suction adapter.
backwards.
PTO PUMP PERFORMANCE
TABLE
�5D"ri MODEL
GPM
50
60
7Q
80
90
100
150
20Q
25D
3Q0
350
4D0
450
500
600
700
600
10D0
12D0
1400
E
DISCHARGE
t1Pi(F)
-72 ,;�y40 .
PSI
103
103
102
100
99
98
68
71
2"
2"
77
HP
7 .
• B .
. 4
10•
10
it
1'3
15
D?r4D
PSi
146
146
145
144
143
142
133
2-
2"
1 `-
HP
13
14
15
16
17
17
21
115 .D2r50
PSI
135
336
137
137
137
136
135
128
121
2"
3"
128 i
HP
•17.
'17'
•1Y
.16.
-W
-19.
•22,
26-
27,
56 D3/50
PSI
170
170
170
170
167
160
150
133
2"
3"
64*
H.
P
..
24
.
25
.2 6
.�5.
.k.
.35.
.jB,
.41.
77 D2165
PSI
107
108
108
107
105
103
1Do
97
4"
4"
90.7
1
HP
18
Pi
23.
.27.
-29-
.31.
•3�,
,i.
1D2 D3165
PSI
161
160
156
154
151
146
142
136
4"
4-
115
HP.
.29
.34.
.38
.42.
.4'
.5b.
.5.
• 5.
Dc1/8D
Psi
43
43
42
41
39
36
36
32
27
4"
5"
46
1 HP
8
10
11
12
12
13
13
14
i5
51 �D218D
PSI
110
109
109
108
108
107
105
103
99
4"
5"
56
gP.
Z6
31
33
38.
.38
-40.
.43.
.47,
.51
61 D04180
PSI
167
167
166
165
113
161
119
152
141
4"
5"
67
HF'
.44.
.44.
.53.
.�.
.fit.
.66.
.fig.
.ri.
.84.
-OMR *312!
PSI
192
191
190
187
185
182
178
169
1;7
140
4"
5"
L_
HP
5.
.53.
.4.
.E�.
.s3.
.E.
.70.
43
.�.
--ay vary 01-,8 83-312'
PSI
235
235
235
235
235
232
231
224
213
200
4"
5"
HP.
..1.
.7
.7
7•
1..
.114
D031100
PSI
116
116
115
114
112
110
103
4-
1"
HP.
.47.
4'
.54.
.59.
.fit.
.6.
.79.
Dan 01
PSI
159
158
157
155
153
146
138
4"
6"
Hp
•b7-
.74.
.82.
90.
.58.
•tit
i22
DD11125
Ps1
36
35
34
30
25
21
5'
6"
•
9P1'7
.37.
.19.
.z1.
.22.
.23.
.25.
.26.
$41 RPM
GPM
50
60
70
80
90
100
150
200
250
3DO
350
400
450
50D
600
70D
90
1000
1200
1400
Above details apply to fully
1f 10RPM
fttledpumps
Fitted with water cooled gearboxes
s
..A

CONSTRUCTION NOTES
Use Class 200 Gasketed y IPVC pipe.
__._Use.. Schedule 80 Fittings_-_
Install pipe with a minimum cover of 20".
D.o not dig trench beyond changes of direction or ends of mainline -- must
have undisturbed earth to support thrust blocks.
Dig a wedge into the trench bank to form the thrust block area.
Refer to the design for thrust block calculations. Use no less than the
minimum required area of concrete.
- Install 2" air reliefs (AV150's) where designated by "AN." on the scaled -
A technical specialist with "I" designation must be notified 2-3 days before
installation so that he/she may schedule inspection visits during installation.
-- ------ - ...
'i '

Diamond ASTM D-2241
IPS Pressure -Rated PVC Pipe
Approximate Coupler Dimensions
4
A
0.D.
C
Size
Gasket Race
Socket Depth
.2
3.166
4.500
• 2112
3.719
6.000
4
5.603
5.000
6
8.252
6.250
8
10.420
6.500
10
12.762
7.500
12
14.952
7.500
0.2241 Pipe Dimensions
Minimum Wall Thickness
0-I285
SOA-i3.5 SOA-21
SOA-26
SOR-32.5
SOFIA,
S-le C.O.
Scn.4
, 315 PSI ' 200 P51
160 PSI -
125 PSI
100 PSI
'A " -840
..109
.062
I/- " 1.050
A 13
.060
1 . 1.315
.133
.063
1'A 1-660
.140
----.079
.064
056
]:900-_-145­
090_-
.D73-_
.-.058
2 2:375-7154'2,12
" 2.875
.203
-.137
.110
.088
3 " .3.500
.216
167
.135
.108
4 4.500
.237
.214
.173.
.138
.110
5 5.563
.258
.255
.214
.171
136
6 6.625
.280
.316
.255
.204
-162
8 8.625
.322
.410
.332
.265
.210
10 " 10.750
.365
.511
_413
.331
.262
12 '-12.750
-406
.506
.490 -
--392
.311
imond's IPS Pressure -Rated PVC Pipe coupler
_aets the requirements of ASTM D-3139.
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 D2241
IPS Pressure -Rated PVC Pipe
Rieber Gasketed Joint Dimensions
NwRK
"(MAX 0.0.1
T
A ML 10. L O.U. -
RieDer
Pipe
A B
D
Size
Insert Sock,:[
Diaincler
3 4 U-'
3 1/8
4 5 114
4 7/16
4-
4 lr' 5 1r
5 1'
6-
5 6
7 13/16
8-
5 Er' 6 7/8
10 1/9
10-
5 3/4 7 1 r
12 1 I_'
1�-
6 8 1/4
14 11/16
Short Form
Specification ___for..-. Diamo.n.d_._
e------
ASTM-D2241-SDR41,32.5,26,or21
Diamond PVC Irrigation Pipe shall be inade of
compounds conforming to ASTM D1784 with a
cell classification of 12454B. Diamond PVC
Irrigation Pipe must meet all the dimensional,
chemical, and physical requirements as outlined
in ASTM D2241, -Annex, ANSI/ASAE= S376.1,
and SCS 430-DD, and.will be supplied in 20 font
laying lengths.
Inquire for availability. z_

SPECIFICATIONS DATA
-- Diamond IPS pressure -rated PVC --pipe (2'
through 12-) Is made of compounds conforming
to material requirements of ASTM D2241 in
accordance with ASTM D1784. The pipe sizes
(4- through 12") are made with an integral
_-:.bell which. -utilizes a gasket for sealing in
accordance with the requirements of ASTM
F477 Integral sockets for solvent cementing
meet the requirements set forth in ASTM
D2672
Diamond IPS pressure -rated PVC pipe meets all
the dimensional. chemical and physical
requirements as outhneG in ASTM D2241
Ekn male • beveled to facilitate
joining and reference Marked for
depth of insertion 0:amono iurnisne.("
lubricant is to be used it, the joining process
Diamond IPS pressure-raied pipe is suppliep. it-,
f ••le!lglhs ��"-
:{+r.,wY1��K: _ � _ la'-F �`�.ti3J �. :�-..4 ..t=r•}��'�w��� r'{j-"_ �,
PROPERTIES OF. PVC 12454-5 (1120)
Properly
ASTM
Minimum
Test
Specific Gravity
n-792
t 40
Tensile Strength, psi
D 638
7.000
Tensile Modulus. psi
_. 0:638-.---:.:_
_ _400.000
IZOD Impact Strength_
D 256
65
fl.- lb fin.
ASTn1 TEST
3 0- o Sulluric Acid, D 5 43
Days Flotation cl
`. n or - 2° C
Change to We.cm
Change to Flex Strength- -°c- 25 0 to : i5 0
1S1 M Orl No 3. 30
1-timersion at 23° C
Change in Weto!:t I 0 i, I. U
Curve Hatill
------- -----'------ert IIrnlr—
u'
.
6"

` FRICTION LOSS. CHARTS
FOR DIAMOND PIPE
IPS DIMENSION
`
Q 4-Inch 5-Inch 6-
Inch 8-Inch 10-Inch 12-Inch
Gallons
Per Min. FRICTION HEAD LOSS IN FEET PER HUNDRED FEET
150
1.11
160
1.26
170
1.41
180
1.57
190
1.73
200
1.90 "
22D
2.28 .81
.34
.09
240
2.67 95
3.10 1.10
.40
.46
.10- -
.12 "
260
280
3.56 1.26
.54
.14
Sao
4.04 1.43
.61
.17
.19
320
4.56 1.62
.69
340
5.10 1.82
.77
6
.21
360
5.67 2-02
.2.22
.8
.24
.26
t 380
6.26
6.90 2.45
.95
1.04
.28
.10
400
2.69
1.14
.31
.10
420
'
2-92
1.25
.34
.11
aao
3.18
1.35
.37
.12
460
- - -- ----480--
-- 3:44 :---- --
1 46
- - -41 - -
43
--:14 - --
15
060 --- - --- -' .-
500
3.70
1.58
1
-52
.18
.083
550
"$9
2.22
.61
.21
_ .096
0
2.58
.71
.24
.110
650
2.96
.81
.28
' .125
700
3.36
.93
-.32
141
750
3.7g
1.04
.36
.158
800
4.24
1.17
.40
.175
800
Table based on Hazen -Williams
4.71
1.30
.44
194
900
950
equation=-Cw = 150
5-
1.44
.49
.213 _
573
1.5$
54
-233
1000
.
1l To find friction bead loss in
1.73
= 59
_ 254
1050
PVC pipe having a standard
1.88
65
.276
1100
dimension ratio other than 21.
2.05
70
.298
1150
the values in the table should
2.21
.76
.322
1200
be multiplied . by the
= 23g
; 82
346
-- 1250
-appropriate conversion factor
(F) shown below:
2.76
.95
.3g7
1350
4 3
1400
1450
1500
1600
1700
1800
1900
2000
2.95 1.01
2
3.16 1.08
.451
3.35 1.15
.508
1,30
.568
1.45
.632
1.62
.698 1
1.79
.767
1.97
.840
Loss below bold line indicates velocities in excess of 5 feet per second -
Velocities which exceed 5 feet per second are not recommended.
-- page 2
2.83

INSTALLATION
.)iamond 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 Insrallafion Guide for PVC Warer
Pipe (a "pock -et -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
referenr_ mark. Also, apply lubricant to the contact surface
of the basket.
With the pipe in straight alignment, push' the spigot into
the bell up to the insertion line. if a pry bar is used to
apply force, the pipe should be protected by placing a board
between the bar and the pipe.
If norrhal force does not complete the joint, disassemble the
joint and examine the parts to make cet;ian they are free of
obstructions. Visually inspect the completed joint to insure
the gasket has not been dislodged.
2
Table 4. OESCRIPTION OF F.'MUk:Dh1VNT MATERIAL CLA%%illt ALInNN
SUIL
-1-ILul::<CR)rlfin?
!.�
CLASS
TYrI:
MATCRIAL CLASK111CAT.01
Cku 1 S•J,'
la i..t.c.rd .n10 - jr.w.lar w.. "l. IJa r . )n :7Z- i... N. rrl ,..:. i.-
:1.6�wj n..,r. i.h L.:wl rca:.w•t .:sr.( r,cr ,.x h „ r•r•..J
r.l, cn,Md .Le, c:Mr„ r —.l.rd ,hrlk.
Cl.. 11 S•:..-•
Cy.
wra- j; adrd I,. L, ..,e T.,.d..� «:u..n- A.,lr r w• Jx ­... .r d
.r f a ,i_ •4.:w.J •n No, i ,:r.c. Nrr Nan 0St rn,x.rJ .+ N•• :... •:r•r
Ck.n.
CU
Pmlr j..Jrd sr .1. am 1•...rl-.aAd ,w.,,w.., Iw.k „ .. rx... YN .. .. A
— - --- -
-
K (r x,inn ,ruir,rd �.. Nx • ,.r •e_ M... MM 91%N.. N., .:..e
Cl..w
k. �rw, p..... Nx.. ,.r .. At..r Nan 954 .r,..w.J ..r�•• %.n _x•: t-.: n
sr
i'-1) a1a d .rd..nJ a..•rur ,uW,- ...4 ... —, f•w+ FY.r pa,. MK .J ...p.s
a....n P,•,r. N.....:r.._ Ai... d..A •.c.r...w..J..,... ,•�...:_ r...w
Ch... It, Srvn_••
CJJ
S.h) j.a.rh.'1 • 1 awl .,bn ..... UM .. .r.J..x.:lu..w...—J.-
Nn
(Y
Cklr) j..•rl., j.,-ri.,.,,J :l.r w r, LrY ,. ,...; .1 .....-. Ii ..... .:,..n:J
•w Nx- ..x r. Nur .Aan �uN ,ru.wcJ ..,. )r..:,., .�.:
'
SAi
NL , ,haw 319r
Sc,
Cl.rrr .awJ..,.,dTl.r A..,.. M..r du Ln ..1 ..-..•: h..... ,..•-: • ti. a
C.a.• IV S,...,
.:I. .cry f•... s..Yl., :. ILA,. •'b7 . :... ... .w.• 1 .,.^i r.e.r
50% w k". 70% .. — I...,r. )`..
CL
ln. ,, r),r, x1 Yr. 4• .W.rrx PI.•x.xr,
k a+rlJr•. 1.i4r41 A.., 4R .. .r„ LYj w �.. . . • � ,... ..
R111
I..,,Ir... .:Ih. ..:wn..r ., J....�ur.... Ir- .,A)_.., _• . ... a.. -.Y• 1 V.`I
lynx T.r.k-, dean Hl4_ Mri .. ....r p••�- ti. ti., _. .
C11
Iw+a.nir O.T. •f Aiih (J..,. xr. I., rl.r, L.J.-, 1— 1—. r , Nrf ..
wrr I,..u. N•, 7nl. s.r.r_
Cla.. \ S•.1.
t1. f7.i,s.r .ilu x.e w(wr .,kj rl..,.1 6— µ..•.., I.ti 1 .r.. .,r, ,, L .
30%wrwr1 -•w n]ar.c
f3f thl,A:c cl,r, wJ mrd:•w ., Ar jw plain+} L,—t ..r.. r...,•. N.n Yni 4Yi ..
• rr , .,Yr. N•. 703 . r.r.
J
PT l Pc,L w..,ra n•d •)I,n A:a Mr w. j.w.r Mom,.
S..h a.: q Jrj_", w ASTAI D 7Js7- 1-1. 1- Ck.. I x,.•c,w) . _k :+ Jr( +1 .n AS7.1 1); , 1
"l---'--'..-.' - • • in —.daw'[ vm. ASTM D 1l0. Lr .h A. 3% Ia N. `m ,::•c_
.--••."iii'-?a:v.J•wcr �:v, "ASTAi-0'_ra] •.,yk �:.h 3:-u. I:S. Pa..rl. �.. 1.1i ..-..,J.r I.A.__
rhu:fi,.:.. .hu i. nYcc rhn.rrnis.4 m n... it w.w d Cl.a. III -
Table 5.
APPROXIMATE GUIDE FOR ESTIMATED RANGE OF DEGREE
Or COMPACTION VERSUS EMBEDMENT CLASS AND METHOD
OF PLACE,%SE1,T AS PERCENT OF STANDARD PROCTOR
DENSITY OR RELATIVE DENSITY,
FOR GRANULAR MATERIALS IN PARENTHESIS—
CLASS OF EMaEDI.1EN'F 1
11
III
IV
Mahufxau�
►tATERIAI, DESCRIPTION GrAnuW
S, .4 wW l;n.rJ
Mi.ud - C.,raiA
Fine Grath
- M=riah
Soils - Clcsn
Soils
Soilc
• O)rim.n.n.;u.a,ccon.a.]nn�e
912
9Is
630
1­ S of dry si=hi
ISOd CbhWl d,I Ow Mcd.W 1 ^. of Phan la Rrla,._) Demicr RahCc f
r
- co-q . bT po-1 umpv
91� IOD
9$ 10D
95-100
90100
ca r>.nh.r
(73.10%
,60 J0))
-
D� f, b) 1Rx.)bk
b493
M&SI!
SO 93
.d.Rlu.)
(6073,
INi K:1
CuwsN..L.c br sa.wsudn
M95
09S
'
((6751
4W R%)
0080)
)!y,l tvnp
IU Sp
66 )41
6075
f fWjl
I I•.np
f61W
rU W
fll iRl
(p 75
I+O6O1
I50 (/JI
kc lau•c,rm..) .) w Yrd.w l,arcr•hcr
•• ]h.. ubA +...r, _. an apryb•:mar ju,J: drf.n,nj ..r r,jr I•... ..x .h .,,n„.1. —d .Ar.w,jh .u-•..
mM•nf,+d „Yl ..rgW.da,gn m a.nar.x claae. .J yYl 11r t,eJr ., .•,,.sd w, 1......k bu,ir.c'r a,-J •+
.0 ,r, •.r..n ..h,l Jv dCU(n u)[. A1. J Or.. jx ,alur) .r.yl.l .._ .h •r .�. �11.) d.' rnr..rcr h• •E•'•'Iw
The haunchinf, area is most important to the support of
PVC pipe. For good support, the liaunching 2rea should be
compacted to the densities biven in the Long l erin
Deflection Chart.
Figure 2-
�n )r•�•cuni
a!
I
1
I
t '
^. �. ..

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 blocks
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.
1
W.:
�r-
Figure 1. Example of' different arrangements for thrust blocks.

{ � s is • • � i, .: a'. ►. • .
l.
Figure 2. Anchorage blocks
for in -line valves.
Table I is the forces encountered
at end plugs. to
calcul ale - - - — --
forces encountered at bends,
tees and
wyes, multiply the
figure in
Table I by the factors given
in Tabl e
2.
Table
1. Thrust
W at End
Plugs
lbs. for test pressure in psi
Thrust in
Pipe Diameter
100 PSI
150 PSI
200"PSI
250 PSI
(inches)
1h
295
440
590
740
2
455
680
910.
1140
21
660
990
1320
1650
3
935
1-480
1970
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
41,100
51,400
16.
26,600
39,800
53,100
66,400
-6-

0
Table 2.. Factors for Calculating Thrust W for
4 Elbows and Tees.
Elbows: 90° = 1.4111-- Tees = 0.70 L
60° = 1.00
450 = 0.76 ----
30° = 0.52
22::50 = 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 Cl ay 1000 0 L 0
Sand 2000 ,—
Sand and gravel 3000
Sand and gravel cemented'
with clay- 4000
Hard shale 10,000
Thrust block area(ft2) -_ W - Thrust (Table I & Table 2)
•F o� earing strength a e 3)
In placing concrete thrust blocks, check with the manufacturer of the
pipe being used to ensure that the correct size thrust blocks are
being used.
There are a number of machines that cdn 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 vibratJ-ng 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 li-its of curvature of the pipe.
-7-

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ti t -
LAGOON SITE SOILS INVESTIGATION
PROJECT: LNR,s �f�� COUNTY: 1:: r� J
FIELD INVESTIGATION BY: jV" DATE: 3 / Zn 1 ?7
SITE SKETCH
.D
/
l\
�
y
1
f
s
yri -
BORING NUMBER
AND PROFILE
DEPTH
WT j
11DEPTH
I WT
a
-7 T3
7` R{ /4•G.c
%assr
Ad [wr�.��re rr C- 7
�%7 (�-�
QT✓+r�/ �j:4'Y %�n:7t 1EP �,..01 "l
1 • LI,
d+r 7�Y %r`�
I[F�
rsr,.�•1 �'�N - A—(
7. S
Ad
1 � � /f
iiFo, r r f �T.f/�+fro �oF�Sr �a'f 54✓1 i-:_
i • ..
%Q/ fa.-o
Z v . r./7✓ C /r/ � S + d / 3 ,
/
� �.7.
���L[ /�p7 ttf.� i�ro7 LaA'7'�
BORING J SAMPLING METHOD:SIGNATURE:

LAGOON SITE SOILS INVESTIGATION
PROJECT: COUNTY:
1Y F, f L>- ri
FIELD INVESTIGATION BY:,C,, DATE:
BORING NUMBER
AND PROFILE
DEPTH
WT
DEPTH
WT
p
61
e-.-,;ri 6-o P1,
BORING I SAMPLING METHOD: SIGNATURE:

5-2,3-1997 9:14AM FROM W R ENV. ENG. 919 a60 G082
P_ 9
WITHERS & RAVENEL, Engineering-& Surveyin , Inc. xamilton Wolters, r
s mnel F. Ram P.E
Wr I.II MacKenan Drive, Cary' N. C. 27511-9191469-3340-FAX: [phone] Z C=fd4 PE
lojlee G. Sndth, PE.
LY!lMl1t3� c+ � _ Jimmy E B(=. RLS
Michael E Dicknson, RLS .
Grower. CHRIS DREW Designed,By: ACP • ' .
Address: 488 BLUE NEWKIRK RD Checked By: WEL-
MAGNOLIA_ , NC 28453 Date: 05/23/97
County: DUPLIN' Sheet '1 of 7
ANAEROBIC WASTE LAGOON DES GN .
FARM INFORMATION '
Farm Population:
Nursery: ---- --
Finishing: -- —
Farrow to weanling: --
Farrow to feeder -
Farrow to finish: ----- —=----
Boars:
Storage Period: ----
25 Yr. / 24 Hr Storm Event -
"Heavy Rain" -Factor ----- -
Rainfallira-Excess of Evaporation ------
Additional Water Usage: ----- ----
Additional Drainage Area -------
LAGOON INFORMATION
Is Lagoon Designed as an Irregular. Shape?
Does Operator. Want Emergency Spillway?
-ls This Design for an Exisiing. Farm?
is Drain -File -Req`d to Lower SHWT.?
Seasonal High Water Table Elev:-------
Freeboard:. ------
(YIN) ----
'(Y/hl)----___
(YIN).
REQ.UI-RED!!!!!!!
Emergency Spillway. Flow Depth: Not Applicable
Top of Storm I Spillway Buffer- ..Not Applicable -
Side Slopes:'Inside Top Length: - --- .
Inside Too Width,
Top of Dike Elevation: -------- —
Finished Bottom Elevation: ---
Start Pump Elevation: —
Stop Pump Elevation:
LAGOON VOLUME REQUIRED VOL.
Storm Stor = 39000 (Cu.Ft.)
Temporary = . 49483 (Cu.Ft_)
Permanent.= 97500 (Cu.Ft.)
Total Volume = 185,983 (Cu.Ft.)
DESIGN VOL
S
44,165 (Cu. t_)
56',623 (Cu.Ft.)
99,687 (Cu.Ft-)
200,475 (Cu.-)
N
N
N
N
2600 Hd:
0
0
0
0
0.
180 Days
7.5 In.
.7.5.In.
7.0-In.
0
0
97.50 Ft.
1.0 Ft.
0.3 Ft.
-0.5 Ft.
3 ":1 (H:V)
195.0 Ft.
160.0 Ft.
:1o1.50 Ft."
90.50 Ft_
98.90 Ft.
96.50 Ft.
REQ'D.
.113..24%0
114.43%
102.24%
107.79%
Min.' -Required Liner.Thickness --- ---- I 1.6'Ft.
LaaOon Surface Area: (In-nddE? TOM

5-23-1997 9:15AM
FROM w R ENV_ ENG_
919 AGO 6082 P. 10
Grower: CHRIS DREW
Designed
By:_' ACP',
Address: ASS BLUE NEWKIRK RD
C
hecked By: WEL-
MAGNOLIA, NC 28453
Date: 05I23197
County: DUPLIN
Sheet 2 of 7.
ACTUAL --DESIGN.
VOLUME ` -PALCUU
kTIONS
LAGOON STAGE -AREA VOLUMES
Contour
Elevation (FT.)- '
Area (SF)
Incr.. Vol_ (Cu. FT)
Cumin. Vol. (Cu. FT)
90.50
12,126
91.00
12,804
6,233 '
6,233
92.00.,
1A,214
13,509 =
19,742.
93.00'
16,696 ..
14,955
34,697
'94.00
17,250
16,473
51,170
'95:00
1.8,876
18.063 ' .
69,233
96.00
20;574
19,725
:88,958.. -
97.00
-22,344-.
21,459'" .
J10.417 .
-98,00 ,
24,186
: 23,265
133,682
.99.00.
26,100
25,143
158, 825
100.00.
28,086
27,093
185,918
. 101: 00
. -.
.30,144 -
2-9-115
. -: 2'15, 033 .. :
101.50
31,2.04 . _
15.335
= 230,369.
These volumes were calculated using: the vertical average end ar
a Method -
TOTAL
TOTAL REQD VOLUM
185,983- CF
.CUMULATIVE VOL.
'ZONE .VOL ' 107.79%n
ENfl.PUMP
96.5cy FT
99,687:CF T.
'NIT 99,687 102.24% '
START PUMP = _ =
98.90 - ' FT
15,6,310 CF T
MP 56,623 114.43%
MAX.STORAGE _ _ >
100.50 FT
'200,475 CF S
OR 44,165 113-_24% .

5-2a-1997 9: 15AM FROM W R ENV_ ENG.
919 A60 6082
P- 1 1
Grower: CHRIS DREW
D
igned By.: ACP
Address: 488 BLUE NEWKIRK RD
Checked
By:. JNT
MAGNOLIA, NC- 28453
Date: 05/23/97
County DUPLIN
,
Sheet 3 of .7
MINIMUM REQUIRED
VOLUME
CALCULATION
:
Permanent Storage:
Required.Treatment Volume:
Animal Type
.Capacity.
'` ALW-(c
it./lb)--.
_.. Total .
Nursery
2,600
30
1.00
78.000
Finishing
0
135
1.:00-
, .0.
Farrow to weanling
0
. .433
0,.67
0
Farrow to feeder
0
522
0 .67.,
0
-.Farrow to finish
0'
1,41.7
1.00
0
Boars
0
400..
0.50.
0
Total Required Treatment Volume (cu. ft.
=
78;000.
Sludge Storage Volume:
Animal Type,
Capacity
ALW r..(cu
ftAb)
-- Total
Nursery
2,600
30
'19,500
Finishing.
0
10-25
135
•.025
0.
Farrow to weanling
= .0
433
0A7
0
Farrow to feeder
.0
522
0.17
0
Farrow to finish
0
- 1,417
0.25
0
Boars
0
400
1125
0
= Total RegUired Sludge Storage:Volume.(ru>ft.)
..
19,500
Temporary Storage Volume:
Manure Production:
Animal Type
Capacity *
Sto. Period = (ga
Hd./day)
= Total
Nursery
2,600.
180.
0.30
140,400-
Finishing
0
180.
1.40'
0 ,
Farrow to weanlin'
0
. .1.80
4.30
D
Farrow to feeder
0
. ,80
4.50
0
Farrow to finish"
0
180
3.50-
0
Boars
0
180
4.00
.0
Total Manure Production
(gals:)=
' 140,400
Total Manure Production
.(cu.ff.)=
18,770.
Excess Fresh Water:
Animal Type-
Capacity * -Sto.
Peribd ' (gals
d./day)
= Total
Nursery
2,6.00
180
0.20.
93,600
Finishing
0
180.
0.90
0
Farrow to weanling "
0'...
."180
2.90
'0
Farrow ta.feeder
0
180
3.50
-0
Farrow to finish
0..'
1 S0.
960
.0
Boars.
0.
180
2.70
�..0
Total Fresh Water
Excess (gals.)=
93,600
Total FreshWater
Excess (cu.ft.)=
12,513

5-2.�i-1997 9.16AM FROM W R ENV. ENG
Grower- CHR15 DREW
Address: 488 BLUE NEWKIRK -RD
MAGNOLIA, NC. 28453
County: DUPLIN
Temporary Storage Volume: (font.)
Rainfall in Excess of Evaporation:
Vol.=(Lagoon-Surface Area + Additional Drainage Are;
Vol_=- (31200 sq.ft. + 0 sq.ft-) 7 in. /12 in.lft_
Total Required Volume for Rainfall in. Excess -of E�
Storm Storage:
Vol.=(Lagoon Surf. Area + Addt'l. Drainage Area) * 25N
Vol.= (31200 sq.ft + 0 sq.ft.). - * .7.5 in. 112 in.,
Totai .Required Volume for 25Yr.-24Hr. Storm EvE
"Heavy Rain" Storage:
Vol,=(Lagoon Surf_ Area + Addt'l-Drainage Area) t"'He
Vol.= (31200 sq.ft - + 0 sq.ft.) * 7.5 in: /12 in.,
Total Required- Volume for "Heavy Rain' (cu.ft.)
(for Extended Periods of Chronic Rainfall)
Additional Water Storage:
No Additional Water Storage is -Required
919 460 6082
Designed By:.
ecked By:
Date:
Sheet 4 of 7
Total Required- Storm Storage
(25 Yr. /.24 Hr.' Storm + "Heavy Rain") =
Total Required Temporary Storage
(Manure Prod'.- + Excess Fr. Water + Rainfall Excess)
Total Required Permanerit Storage
(Treatment + Sludge) _
TOTAL -REQUIRED VOLUME = 18
P_ 12
ACP.
WEL
. 05/23/97
* Rainfall 1 12in.lft
>. (cu,.ft.)= 18,200
.124Hr:' Storm(in) / 12in-Ift.
t (cu.ft)= 19,500.
Rain" -Factor (in) 112in_/ft.
19,500
'39,000 (CU_.F
49,483 (CU_FT)
97,500 (CU.FT)
183 (CU.FT.)

S-2a-1997 9: 16AM FROM W R EMI. ENG_ 919 460 6082 P_ 13
IS
Grower: CHRIS DREW. - D
signed By: ACP
,Address: .488 NEWKIRK RD , Checked
By: INEL
MAGNOLIA, NC 28453
Date: 05/23/97
County- DUPLIN
Sheet 5 of 7
LAGOON DESIGN SUMMARY
Top. of Dike Eievatiori --- - - .
01�50 FT.
Emergency Spillway-Crest�Elevation —�—�---_---
NotAppiicable
Top of 25 yr124 hr Storm Storage------=-----� „
700.50 FT.
Top 'of "Heavy Rain" Storage . ------
99.63 FT_
Start Pump Elevation
98.90 FT:
End Pump Elevation
96.50 FT.
Top of Sludge Storage
91.98 FT.
Seasonal High Watertable-Elev. ---;-
97.56 FT.
-Finished Bottom Elevation --- --
90.50 FT.
Inside Top Length --=— ----
195.00 FT.
Inside Top Width ----- -
160.00. FT."
Side -Stapes __�_ —.
3:1 H:V .
Lagoon Surface Area -----
31,200.SF
'Min.- Liner Thickness (if required) -- --- .
1.6 FT
Freeboard Depth ------ . ----.
A.00 FT:
Temporary Storage Period
180 Days
TOTAL DESIGN 'VOLUME = 20047
(CU.FT.) -
Zone. Depths:
Treatment / Sludge Storage Zone Depth
6' 0 FT.
Temporary Storage Zone Depth
2.4 FT.
Freeboard 1 Storm. Storage Zone Depth -
2.6 FT.
Total Lagoon Depth' -
11.0 FT.'

Grower: CHRIS DREW
' '
Designed By: ACP
Address: 488 BLUE NEWKIRK RD
Checkod By:. WEL
ul
I
MAGNOLIA; NC. 28453
Date: 05123/97,
.w
County: DUPLIN
Sheet 6 of 7
.
J
ZONE ELEVATIONS
-TOP OF DIKE ELEV = 101.50
1 1
TOP OF. STORM ELEV = 100.50
1 1
m
. 1
TOP -OF HEAVY RAIN ELEV = 99,63 ,
1
STRT PMP EL.=. 98.90 1.
TOP OF TEMP STORAGE ELEV =. 98,90
/
1
z
END PMP EL. -=.96.50
TOP OF TREAT ELEV = 96.50. -.
1 SHVff = 97.50'
. 1
TOP OF. SLUDGE ELEV = 91.98 /
FINISHED BOTTOM ELEV'' 90.50
m
m
co

5-23-1997 9:17AM FROM w R ENV. ENG. 919 a60 6082 P.IS
Grower_ CHRIS DREW D signed By:. ACP
Address:' . 488'BLUE NEWKIRK RD. Checked By VVEL
MAGNOLIA, -NC - 28453 Date: 05/23/97
County: 'DUPLIN -Sheet 7 of 7
This livestock waste treatment, lagoon is designed in accordance with the North Carolina
Natural Resources Conservation Service PRACTICE STANDARD 59- WASTE TREATMENT
LAGOON, revised in September. ,1996.
Emergency Spillway:
An Emergency Spillway'is not required.
DESIGNED: A. Cameron ' Patterson, P'.E.
DATE: May 23, 1.997
14,#�
COMMENTS
4 At
18154
4ON ?

ADDRESS: 488 BLUE NEWKIRK RD CHECKED BY: WEL
MAGNOLIA, NC 28453 DATE: 05/27/97
COUNTY: DUPLIN SHEET 1 OF 3
SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
FOUNDATION PREPARATION:
The foundation area of the lagoon embankment and building pad shall be cleared of
trees, logs, stumps, roots, brush, boulders, sod, and rubbish. Satisfactory disposition
will be made of all debris. The topsoil from the lagoon and pad area should be stripped
and stockpiled for use on the dike and pad areas. After stripping, the foundation area
of the lagoon embankment and building pad shall be thoroughly loosened prior to placing
the first lift of fill material to get a good bond.
EXCAVATION AND EARTHFILL PLACEMENT
The completed excavation and earthfill shall conform to the lines, grades, and elevations
shown on the plans. Earthfill material shall be free of material such as sod, roots, frozen
soil, stones over 6 inches in diameter, and other objectionable material. To the extent they
are suitable, excavated material may be used as fill. The fill shall be brought up in
approximately horizontal layers not to exceed 9 inches in thickness when loose and prior
to compaction. Each layer will be compacted by complete coverage with the hauling and
spreading equipment or standard tamping roller or equivalent method. Compaction will
be considered adequate when fill material is observed to consolidate to the point that
settlement is not readily detectable. NOTE THE SPECIAL REQUIREMENTS FOR
PLACEMENT OF LINERS IN THE LINER SECTION OF THIS SPECIFICATION.
The embankment of the lagoon shall be installed using the more impervious materials from
the required excavations. Construction of fill heights shall include 5 percent for settlement.
Dikes over 15 feet in height with an impoundment capacity of 10 acre—feet or more fall
under the jurisdiction of the NC Dam Safety Law and require permitting by the NC Dept. of
Environment, Health and Natural Resources, Land Quality Section. The height is defined
as the difference in elevation from the constructed height to the downstream toe of the dike.
Precautions shall be taken during construction to prevent excessive erosion and
sedimentation.
LINER:
THE MINIMUM REQUIRED CLAY LINER THICKNESS SHALL BE 1.6 Fr.
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. D. Box 759, Rose Hill NC 28458 [phone]

ADDRESS: 488 BLUE NEWKIRK RD
MAGNOLIA, NC 28453
CHECKED BY: WEL
DATE: 05/27/97
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.10-6cm/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 Famity Farms Engineering P.O. Box 759, Rose Hill NC 28458 [phone]

ADDRESS: 488 BLUE NEWKIRK RD
MAGNOLIA, NC 28453
COUNTY: DUPLIN
CHECKED BY: WEL
DATE: 05/27/97
SHEET 3 OF 3
The soil liner shall be protected from scour produced by the discharge from waste outlet
pipes. This can be done by using some type of energy dissipator: concrete flumes,
concrete blocks laid tightly together, or using flexible pipe outlets on waste pipes.
Alternatives to soil liners are synthetic liners and bentonite sealant. When these are
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 file 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 file drains are encountered, the tile will be removed to a minimum of 25 feet beyond
the outside toe of slope of the dike. The tile trench shall be backfilled and compacted with
material approved by the engineer or his representative. Tile drains that are removed
shall be either capped off or rerouted around the lagoon, as directed by the engineer or
his representative.
SAFETY AND HEALTH REQUIREMENTS:
All operations shall be carried out in a safe, skillful, and workmanlike manner. All safety and
health regulations shall be observed and appropriate personal safety and health measures
used at all times during construction. _
Murphy Family Farms Engineering P.D. Box 759, Rose Hill NO 28458 [phone]

GROWER: CHRIS DREW DESIGNED BY: ACP
ADDRESS: 488 BLUE NEWKIRK RD CHECKED BY: WEL
MAGNOLIA, NC 28453 DATE: 05/27/97
COUNTY: DUPLIN SHEET 1 OF #
SEEDING SPECIFICATIONS
ACREAGE TO BE SEEDED: 1.8 ACRES
USE THE SEED MIXTURE INDICATED AS FOLLOWS:
108 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
54 LBS. RYE GRAIN AT 30 LBS./ACRE (NURSERY FOR FESCUE)
108 LBS. 'PENSACOLA' BAHIA GRASS AT 60 LBS./ACRE
(SEE FOOTNOTE NUMBER 1)
SEEDING DATES: MARCH 15 TO JUNE 15
14.4 LBS. HULLED COMMON BERMUDA GRASS AT 8 LBS./ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
18 LBS. UNHULLED COMMON BERMUDA GRASS AT 10 LBS./ACRE
SEEDING DATES: JANUARY 1, TO MARCH 30
72 LBS. RYE GRASS AT 40 LBS./ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
APPLY THE FOLLOWING:
1800 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE)
3.6 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
180 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 NTH 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, Rase Hill NC 28458 [phone]

ADDRESS: 488 BLUE NEWKIRK RD
MAGNOLIA, NC 28453
CHECKED BY: WEL
DATE: 05/27/97
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 26458 (910) 2a9-2111

GROWER: CHRIS DREW DESIGNED BY: ACP
ADDRESS: 488 BLUE NEWKIRK RD CHECKED BY: WEL
MAGNOLIA, NC 28453 DATE: 05/27/97
COUNTY: DUPLIN SHEET 2 OF 2
3. Begin temporary storage pump —out of the lagoon when the fluid level reaches the
elevation 98.90 as marked by the staff gauge. Stop pump —out when the fluid level
reaches elevation 96.50. This temporary storage, less 25 year / 24 hour storm,
contains 56623 cubic feet or 423542 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 Engineerng P. O. Box 759, Rose Hill NC 28458 [phone]

GROWER: CHRIS DREW DESIGNED BY: ACP
ADDRESS: 488 BLUE NEWKIRK RD CHECKED BY: WEL
MAGNOLIA, NC 28453 DATE: 05/27/97
COUNTY: DUPLIN 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 spririklers—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 Engineerk7g P. O. Box 759, Rose Hill NC 28458 [phone]

ADDRESS: 488 BLUE NEWKIRK RD CHECKED BY: WEL
MAGNOLIA, NC 28453 DATE: 05/27/97
COUNTY: DUPLIN SHEET 2 OF 2
*Lagoon problems require the consultation of an individual experienced in the
design and construction of lagoons for permanent repair measures.
2. Assess the extent of the spill and note any obvious damages.
A. Did the waste reach any surface water?
B. Approximately how much was released and for what duration?
C. Any damage noted, such as employee injury, fish kills, or property damage?
3. Contact appropriate agencies.
A. During normal business hours, call your DWQ regional office, at 910-395-3900
after hours, emergency number: 910-733-3942. Your phone call should
include: your name, facility, telephone number, the details of incident from
item 2 above, the exact location of the facility, and the location or direction
of movement of the spill, weather and wind conditions, what corrective
measures have been undertaken, and the seriousness of the situation.
B. If spill leaves, or is likely to leave, property or enters surface waters, call
local emergency management service (EMS) at 910-296-2160.
C. Instruct EMS to contact local Health Department.
D. Contact local Soil and Water Conservation District Natural Resources Conservation
Service office at 910-296-2121 for advice/technical assistance. The
Extension Service can be reached 910-296-2143 for advice/technical assistance.
E. Contact Murphy Family Farms Land and Nutrient Management Department at 910-
289-2111 for advice/technical assistance.
4. 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.
DUPLIN COUNTY COOPERATIVE EXTENSION SERVICE
PO BOX 458, KENANSVILLE, NC 28349
910-296— 2143
DUPLIN COUNTY SOIL AND WATER CONSERVATION DISTRICT
NATURAL RESOURCES CONSERVATION SERVICE
PO BOX 277, KENANSVILLE, NC 28349
910— 296— 2121
DUPLIN COUNTY EMERGENCY MANAGEMENT SYSTEM
PO BOX 909, KENANSVILLE, NC 28349
910— 296— 2160
DIVISION OF WATER QUALITY
127 CARDINAL DRIVE EXT
WILMINGTON, NC 28405 — 3845
910-395— 3900
Murphy family Farms Lngineemg P.O. Box 759, Hose Hi!! NC 28458 [phone]

Swine Farm Waste Management Odor Control Checklist
Source Cause BMPs to Minimize Odor Site Speclfle Practices
Farmstead Swine production &r Vegetative or wooded buf ors;
. O Recommended best management practices; it 4>
t3" Good judgment and common sense
Animal body surfaces Dirty manure -covered animals W Dry floors
Floor surfaces Wet manure -covered floors W Slotted floors;
V Waterers located over slotted floors;
0 Feeders at high end of solid floors;
0 Scrape manure buildup from floors;'
0 Underfloor ventilation for drying
Manure collection pits • Urine; W Frequent manure removal by flush, pit recharge,
• Partial microbial decomposition or scrape;
0 Underfloor ventilation
Ventilation exhaust fans • Volatile gases; Fan maintenance;
Dust a Efficient air movement
Indoor surfaces
Dust
Washdown between groups ofanlmals;
O
Feed additives;
0
Feeder covers;
EY'**Fced delivery downspout extenders to feeder
covers
Flush tanks
Agitation of recycled lagoon
0
Flush tank covers;
liquid while tanks are tilling
0
Extend fill lines to near bottom of tanks with
--
anll>siphon vents I
Flush alleys
Agitation during wastewater
1?
^
Underfloor flush with underfloor ventilation
conveyance
Pit recharge points
• Agitation of recycled lagoon
Extend recharge lines to near bottoni of pits
liquid while pits are fllling
with anti -siphon vents
Lift stations
• Agitation during sump tank
O
Sump tank covers
filling and drawdown
Outside•drain collection Agitation during wastewater © Box covers
or junctlon boxes conveyance
AMOC • November 11,1996, Page 3

1
Source
Cause
BMPs to Minimize Oddr Site -Specific Practices
End of drainpipes at
Agitation during wastewater
Extend discharge point of pipes underneath
lagoon
conveyance
lagoon liquid level
Lagoon surfaces
• Volatile gas emissions;
Proper lagoon liquid capacity;
• Biological mixing;
l9'Cortect lagoon startup procedures;
Agitation
❑ Minimum surface area-to-volumb ratio; `
r 4�
W"Minimum agitation when,pumping;
0 Mechanical aeration;
❑ Proven biological additives
Irrigation sprinkler
• High pressure agitation;.
Irrlgate on dry.days with little or no wind;
noM. s
+ Wind drift
❑ Minimum recommended operating pressure;
WPump intake near lagoon liquid surface;
❑ Pump from second -stage lagoon
Storage tank or basin
Partial microbial decomposition;
❑ Bottom or midlevel loading;
surface
Mixing while filling;
❑ Tank covers;
• Agitation when emptying
❑ Basln surface mats of solids;
-
❑ Proven biological additives or oxidants
Sealing basin surface
• Partial microbial decomposition;
❑ Extend drainpipe outlets underneath liquid
• Mixing while filling;
level;
• Agitation when emptying
❑ Remove settled solids regularly
Manure, slurry or sludge
• Agitation when spreading;
❑ Soil injection ofslurry/sludges;
spreader outlets
+ Volatile gas emissions
❑ Wash residual manure from spreader after use;
❑ Proven biological additives or oxidants
Uncovered manure,
• Volatile gas emissions while
0 Soil injection ofsiurry/sludges
slurry or sludge on field
drying
❑ Sol Incorporation within 48 hrs.;
surfaces
❑ Spread In thin uniform layers for rapid drying;
❑ Proven biological additives or oxidants ,
Dead animals
• Carcass decomposition
W Proper disposition of carcasses
Dead animal disposal
■ Carcass decomposition
❑ Complete covering of carcasses In burial pits;
pits
❑ . Proper iocadon/consiruciion ofdisposal pits
Incinerators
Incomplete combustion
❑ Secondary stack burners
AMOC - November 11, 1996, Page 4

Source Cause BMPs to Minimix dor Site Specific Practices
Standing water around 0 Improper drainage; Grade and landscape such that water dra€ns
facilities . Microbial decomposition of away from facilities
organic mtter
Manure tracked onto • Poorly maintained access roads Farm access road maintenance
public roads from farm
access Ir n
4
Additional Information :
Available From
Swine Manure Management ; 0200 Rule/BMP Packet
NCSU, County Extension Center
Swine Production Farm Potential Odor Sources and Remedies ; EBAE Fact Sheet
NCSU - BAE
Swine Production Facility Manure Management: Pit Recharge - Lagoon Treatment; EBAE I28.88
NCSU - BAE
Swine Production Facility Manure Management: Underfloor Flush - Lagoon Treatment; EBAE 129-88
NCSU - BAE
Lagoon Design and Management for Livestock Manure Treatment and Storage ; EBAE 103-83
NCSU - BAE
Calibration of Manure and Wastewater Application Equipment; EBAE Fact Sheet
NCSU - BAE
Controlling Odors from Swine Buildings; PIH-33
NCSU - Swine Extension
Environmental Assu,an,ce Program ; NPPC Manual
NC Pork Producers Assoc
Options for Managing Odor; a report from the Swine Odor Task Force
NCSU Agri Communleations
Nuisance Concerns In Animal Manure Management, Odors and Files; PRO107, 1995 Conference Proceedings
Florida Cooperative Extension
AMOC -November 11, 1996, Pages

Insect Control Checklist for Animal Operations
Source Cause BMPs to Control Insects Site Specllic Practices
ms
Flush Gutters Accumulation of solids GK Flush system is designed and oporated
sufclently to remove accumulated solids From F'
gutters as designed,
63' Remove bridging of accumulated solids at
discharge
Lagoons and Pits Crusted Solids Maintain lagoons, scaling 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 Vegetative Decaying vegetation 9Moffitain vegetative control along banks of
Growth lagoons and other Impoundments 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.,
bunkersand troughs) to minimize the
accumulation ordecaying wastage,
!� Clean up spillage on a routine basis (c.g., 7 - 10
day Interval during summer, 15 30 day Interval
during %Inter).
Feed Storage Accumulations of feed residues &K Reduce moisture accumulation within and
around immediate perimeter of feed storage
areas by Insuring drainage away from site
and/or provldl6g adequate containment (e;g„
covered bin for brewer's grain and similar high
moisture grain products).
0 Inspect for and remove or break up accumulated a
solids In filter strips around feed storage as
needed,
AMIC • November It, 1996, Page I

Source Cause BMPs to Control Insects. Site Specille Practices
Animal Holding Areas Accumulations of animal wastes ❑ Eliminate low areas that trap moisture along
and feed wastage fences and other locations where waste
accumulates and disturbance by animals Is
minimal.
0 Maintain fence rows and filier strips around
animal holding areas to minimize
accumulations of wastes (i.e., Inspect for and 4
remove or break up accumulated solids as
Dry Manure Handling Accumulations of animal wastes 0 Remove spillage on a routine basis (e.g., 7. 10
Systems day interval during summer; 15.30 day Interval
during winter) where manure Is loaded for land
application or disposal.
,0 Provide for adequate drainage around manure
stockpiles,
0 Inspect for and remove or break up accumulated
wastes. In tiller strips around stockpiles and
manure handling areas as needed,
For more information contact the Cooperative Extension Service, Department of Entomology, Box 7613, North Carolina State University,
Raleigh, NC, 27695.760. ,
4
AMIC • November 11, 1996, Page 2

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 must be at least 300 feet from any flowing
stream or public body of water. . .
C*� Renderia at a rendering plant licensed under G.S. 106-168.7
So>tEs AT :5 n-E rc�p— vtp-�D Am 11,4 P, L Cac.tkLTi ck&I 13Y 704A-rc
❑ 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)
December rg, 1996

T-
COMPACTED SOIL
CROSS SECTION A- A
STONE SECTION B-B
\ �EDIP;1EPJ1 TRAP/STONE FILTER
3 ) N. T. S.
DISTURBED AREA
2 FT MIN
TEMPORARY DIVL__hSI IN
r1 rs.
C
EMERGENCY Br -PASS
6' BELOw TOP OF
SETTLED TOP OF GAM
III- I is I I-1 11 I I I=1
I I-1 I l IJ=I I1=1 I
vvvvvvVVVVV I —Ilia; 111-,
VV VVVVVV77V jll-
F' DIAMETER SOCK COVERED,
PERFORATED PLASTIC PIPE
EXISTING GROVND Q ti V
vV - �v
BACKFILL MATERIAL ARrAJND PIPE
—III -- ° ° v _ SHALL UE.A © S€ SAND SVtT1+
LESS THAN 5%PASSING f2OO
SIEVE AND SHALL BE COMPACTED
p 0 0 Q O Q 1 1 YO 95R OF STANDARD PRpCTCIR
MAXIMUM DRY DENSITY
1-7
5 SUBSURFACE DRAIN PIPE
\ \, �3 N.T.S.
°.:''
. • r
`:
1 '
fJe'fj�1J �111lIPt11S1� y ���
blithers & Ravenel
Engineering and Surveying. Inc.
^ 111 MacKenen Drive, Cory NC 27511 Phone: [phone] Fax: 919-467—M
Revisions
f
C1. D'8CFIptlOrl Date 13Y
CHRIS DREW 2600 NURSERY
DUPLIN COUNTY, NORTH CAROLINA
GENERAL DETAILS
Designer Scale
Drown By Date
PDH s ! r
Checked By ,lab No.
HEW
CAD File
Shut No.
3 , 33

r
I
HIGH ENO GRADE
REFERENCE PONT
16000. PAD LENGTH
162.00' BUILDING LENG'I+
/---LO F
CONCAE E PAD
BUILDING PAD SECTION
4 d d
�a
1 3 � I�I11 �1111, 1!I ,I
I..6' [LAI LINER
N . T. S.
. 80, 00' PAD WIDTH
55.00' BLDG WIDTH
Low END ;;RACY -
REFERENCE P"T
I
E
�1
,1
4
LENGTH
4 CONCRETC PAD v -
dd n a
3
____fit
1�11 i�l
—II1 -I11-
2 \BUILGING PAD SECTION (WIDTH_
2 N. Ts. --
1.6 ' CLAY LINER
LINER
Withers & Ravenel
Engineering and Surveying, Inc.
*a4i-
MacKenan Drive, Cary NC 27511 Phone: [phone] Fax: [phone]
INSIDE TOP OF DINE 12.00'
STAKING PpNi
- HORIZONTAL OFFSET FOR STRIP TOPSOIL BEFORE FILLING DIME
CLAY LINER .
TOP OF DIKE
EXISTING GRADE
f
SOILS REOIARMG
CLAY LINER
DIKE CROSS SECTION
N.T.I.
_
Revisions
Nd. Description Date B
16' t FROM R454DE TOP OF DIKE
SET TOP OF PVC CAP AT
TOP OF DIKE
TOP OF DIKE ELEVATION
3/4" PVC PIPE DRILLED AND
GLUED INTO 3' PIPE
PAINT RED
I I1_I I I-1 I I— 3- PVC PIPE
I1 �
START PUMP
11=I I I-1 I I__=_.. -f
I—
I I 11-1 I 1=11 I_I ]11—
—I
STOP PUMP
$ACKFILL AROUND STAi'F
11 III —III —I I I —I
WnrH BENTONiT£ AND COMPACT
MITI—III—III_1
�-;i
IS" BURY DEPTH MIN
71 11= 1 I 1
4
rRO iLE VIEW
1
CHRIS DREW 2600 NURSERY
DUPLIN COUNTY, NORTH CAROLINA
STAFF GAUGE
N.T.S.
PLAN VIEW
YLON POPE TIE BACKS TO PREVENT
DE SWAY OF DISCHARGE PIPE
-CATERS. ATTACH TIE BACKS TO
DSTS SET IN LAGOON DIKE.
a2�' [ 1�XJ.BLC P CONNECTOR
IPE
SUPPORT TO MINIMIZE
Pik SS ON DISCHARGE
2' TO 3' SECTION OF FLEXIBLE
REINFORCED CONNECTOR HOSE
SECURELY FASTENED TO PVC
WITH STAINLESS STEEL BAND
CLAMPS.
20 LF PVC DISCHARGE -FLOATER' PIPE
WATERTIGHT PLASTIC BAPREL OR
SIMILAR FLOTATION DFVCE TO
SUSPEND ENO OF PIPE JUST BELOW
WATER SURFACE - LASH PIPE TO
1 FLOAT WITH NYLON ROPE
_w START PUMP LEVEL
op
�L STOP PUMP LEVEL
M+N WATER LEVEL AT
TART UP
DOUBLE 4 x 4
PIPE SUPPORT
�i
'" • 4 MIN. NEATER DEPTH SHOWN IS WITHOUT SCOUR
PROTECTION ON LAGOON BOTTOM. W SCOUR
PROTECTION IS PROVIDED. WATER DEPTH MAY BE
PIPE :SUPPORT SrrALI BE -J DECREASED TO 1/2 TREATMENT ZONE DEPTH.
BACKFILLED WITH CLAY
AND COMPACTED
DISCHARGE PIPE
N. I .S.
SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOON
FOUNDATION PREPARATION:
THE FOUNDATION AREA OF THE LAGOON, LAGOON EMBANKMENT AND BUILDING
PAD SHALL BE CLEARED OF TREES, LOGS, STUMPS, ROOTS, BRUSH, BOULDERS,
SOD, TOPSOIL AND RUBBISH. SATISFACTORY DISPOSITION WILL BE MADE OF ALL
DEBRIS. UPON COMPLETION OF THE CLEARING OPERATION, THE EXPOSED
SUBGRADE IN AREA TO RECEIVE FILL SHOULD BE PROOFROLLED WITH A LOADED
DUMP TRUCK OR SIMILAR PNEUMATIC -TIRED VEHICLE (MINIMUM LOADED WEIGHT
OF 25 TONS) UNDER THE DIRECTION AND OBSERVATION OF A GEOTECHNICAL
04GINEER OR HIS REPRESENTATIVE. AFTER SITE EXCAVATION HAS BEEN
COMPLETED, THE EXOSED SUBGRADE IN CUT AREAS SHOULD ALSO BE
PROOFROLLED. THE PROOFROLLING PROCEDURE SHOULD CONSIST OF ONE OR
MORE COMPLETE PASSES OF THE EXPOSED AREAS AS DIRECTED BY THE
GEOTECHNICAL ENGINEER. ANY AREAS WHICH DEFLECT, RUT, OR PUMP
EXCESSIVELY DURING THE PROOFROLLING, AND FAIL TO STABILIZE WITH
SUCCESSIVE PASSES, SHOULD BE EXCAVATED (UNDERCUT) TO SUITABLE SOILS
AND REPLACED WITH COMPACTED FILL. IF PREPARED SUBGRADES ARE LEFT
EXPOSED TO INCLEMENT WEATHER OR DISTURED FROM CONSTRUCTION TRAFFIC,
ADDITIONAL SOIL REMOVAL AND REPLACEMENT MAY BE NECESSARY. THE
LAGOON AND BUILDING PAD AREAS 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 THE 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 PROPER COMPACTION EQUIPMENT.
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 TO ACRE --FEET OR MORE FALL
UNDER THE JURISDICTION OF THE NC DAM SAFETY LAW AND REQUIRE PERMITTING
&Y THE NC DEPT. OF ENVIRONMENT. HEALTH AND NATURAL RESOURCES, LAND
{DUALITY SECTION. THE HEIGHT IS DEFINED AS THE DIFFERENCE IN ELEVATION
FROM THE CONSTRUCTED HEIGHT TO THE DOWNSTREAM TOE OF THE DIKE
F'RECAUTIONS SHALL BE TAKEN DURING CONSTRUCTION TO PREVENT EXCESSIVE
EROSION AND SEDIMENTATION.
LINER:
THE MINIMUM REQUIRED CLAY LONER THICKNESS SHALL BE 1.6 FT.
NOTE LINERS (PARTIAL OR FULL) ARE REQUIRED WHEN INDICATED ON THE
LDRAWINGS OR WHEN MATERIAL IS ENCOUNTERED DURING CONSTRUCTION THAT
WILL NOT PROVIDE THE PERMEABILITY LIMITS AS STATED LATER IN THIS SECTION.
A TYPICAL CROSS SECTION OF THE LINER IS INCLUDED IN THE DRAWINGS WHEN
LINERS ARE REQUIRED.
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 AS DIRECTED BY A QUALIFIED
GEOTECHNICAL ENGINEER OR HIS REPRESENTATIVE. THE FOUNDATION SHALL BE
BACKFILLED AS SPECIFIED TO GRADE WITH A MATERIAL APPROVED BY THE
GEOTECHNICAL ENGINEER OR HIS REPRESENTATIVE.
REFER TO THE DRAWINGS FOR SPECIAL CONSIDERATIONS.
SOL LINER MATERIAL SHALL COME FROM AN APPROVED BORROW AREA. THE
MIMUM MOISTURE CONTENT OF THE LINER MATERIAL SHALL BE AT OR WET OF
OPTIMUM MOISTURE CONTENT AS DETERMINED BY A STANDARD PROCTOR TEST
(ASTM D698). 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 PROCESS OF THE COMPACTED LINER, THE
SEQUENCE OF EQUIPMENT IN AN ESTABLISHED PATTERN HELPS ASSURE
I INIC'nPiAITY IAi TUC V*TT40C' C4 Af CtAChIT &mn fY uoArnopu FrQ kAnrT
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 COMPACTEL)
LINER IS 1.25 X 10-6 CM/SEC. UPON COMPLETION OF THE LINER, UNDISTURBED
`:AMPLES WILL BE TAKEN AND TESTED FOR ACTUAL PERMEABILITY. ANY
PERMEABILITY TESTS INDICATING A HIGHER PERMEABILITY THAN STATED ABOVE
FILL BE CONSIDERED AS FAILING. FAILING TESTS WILL REQUIRE RECOMPACTION
OF THE LINER MATERIAL AND RETESTING. 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.
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 1
25 FEET OUTSIDE THE PROPOSED EMBANKMENT TOE TO VERIFY THAI NO » -�
SUBSURFACE DRAIN TILE LINES ARE PRESENT IN THE LAGOON AREA. THE TRENCH
SMALL 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
SEAL r� i
�N .• .
y �N pA V .`
9+91#0901014`�
MINIMUM OF 25 FEET BEYOND THE OUTSIDE TOE OF SLOPE OF THE DIKE. II'1t- IILr- o0011
TRENCH SHALL BE BACKFILLED AND COMPACTED WITH MATERIAL APPROVED BY a"! (
THE GEOTECHNICAL ENGINEER OR HIS REPRESENTATIVE. TILE DRAINS THAT ARE �rq ;°•°
REMOVED SHALL BE EITHER CAPPED OFF OR REROUTED AROUND THE LAGOON, AS r,6 �`•'
DIRECTED BY THE GEOTECHNICAL ENGINEER OR HIS REPRESENTATIVE
�r PPPP
SAFETY AND HEALTH REOUIREMENTS:
ALL OPERATIONS SHALL BE CARRIED OUT IN A SAFE, SKILLFUL, AND
WORKMANLIKE MANNER. ALL APPLICABLE LOCAL, STATE, AND FEDERAL SAFETY
HEALTH REGULATIONS SHALL BE FOLLOWED AND APPROPRIATE PERSONAL
SAFETY AND HEALTH MEASURES USED AT ALL TIMES DURING CONSTRUCTION.
BUILDING & LAGOON DETAILS
Scale
Date
E
5 20 97
Jab No.
w,. L`

vENEPAL NOTES:
1 ELEVATIONS SHOWN ON THIS PLAN ARE BASED ON AN ASSUMED BENCH —MARK
ELEVATION AND DO NOT REPRESENT MEAN SEA LEVEL DATUM.
2. ANY HEAVY VEGETATION AND/OR ROOT MAT SHALL BE STRIPPED FROM
PAD AND LAGOON AREAS PRIOR TO PLACING FILL. ROOTS IN EXCESS OF
2 INCHES IN DIAMETER WILL NOT BE ALLOWED IN FILL SECTIONS. ANY
STUMPS ENCOUNTERED IN LAGOON SIDE SLOPES OR BOTTOM MUST BE
REMOVED,
3 THE SOILS INVESTIGATION DONE BY MURPHY FARMS INDICATES NON -SUITABLE
IN THE PROPOSED LAGOON AREA AND CLAY LINING,
WILL BE REQUIRED. THE BOTTOM AND SIDE SLOPES OF THE LAGOON
SHALL BE UNDERCUT FOR A 1.6' THICK LINER. THE LINER MATERIAL
SHALL BE COMPACTED TO 95% OF THE STANDARD PROCTOR MAXIMUM
❑R'r DENSITY A QUALIFIED GEOTECHNICAL ENGINEER OR HIS
REPRESENTATIVE MUST APPROVE LINER MATERIAL_ PRIOR TO PLACEMENT.
SEE LINER DETAIL ON SHEET 2.
A THE LAGOON 15 BEING PLACED IN A WET AREA WITH THE WATER TABLE
POSSIBLY BEING WITHIN THE EXCAVATED DEPTHS IT IS IMPERATIVE
THAT THE CONTRACTOR INSTALL DRAINAGE MEASIFRES AT THE START OF
THE PROJECT AND MAINTAIN IT UNTIL ALL GRADING IS COMPLETED,
5 THE LAGOON SHALL BE FILLED WITH WATER TO THE STOP PUMP LEVEL AS
SOON AS THE LINER IS COMPLETE THIS I$ IMPORTANT TO GUARD
AGAINST SLOUGHING OF THE LINER MATERIAL AND TO REDUCE START UP
ODORS.
6 ALL FILL MATERIAL PLACED ON THE BUILDING PAD AND LAGOON DIKE
SHALL BE COMPACTED TO 95% OF THE STANDARD PROCTOR MAXIMUM
DRY DENSITY. CLAYEY SOILS SHALL BE COMPACTED WITH A SHEEPSFOOT
OR TAMPING ROLLER. A QUALIFIED GEOTECHNICAL ENGINEER OR HIS
REPRESENTATIVE SHALL APPROVE ALL FILL MATERIAL PRIOR TO
PLACEMENT,
7 BUILDING PAD ELEVATIONS SHOWN ON THIS PLAN REPRESENT BLD'-,. SLAB
SUBGRADE. SEE PAD CROSS SECTION FOR GRADE REFERENCE POINT
3 BUILDING PAD AND LAGOON DIKE SIDE SLOPES ARE 3:1 UNLESS
OTHERWISE NOTED ON PLAN.
:i THE LAGOON DIKE AND SIDE SLOPES MUST BE FERTILIZED, SEEDED AND
MULCHED DOWN TO THE LAGOON BOTTOM, OR INTO THE WATER LEVEL
IF CHARGED, BEFORE THE LAGOON CONSTRUCTION CAN BE CERTIFIED.
10. THE CONCRETE BLOCK SPLASH PAD SHALL BE INSTALLED AT THE DISCHARGE
BEFORE LAGOON CONSTRUCTION CAN BE CERTIFIED-
11. ANY WATER SUPPLY WELLS PLACED ON THE SITE MUST BE A MINIMUM OF
100' FROM THE CLOSEST POINT OF THE LAGOON.
E+=M p 12. THE STAFF GAUGE SHALL BE FABRICATED AS SHOWN ON SHEET 2 OF 3 ANC
WILL BE INSTALLED BY MURPHY FARMS PERSONNEL BEFORE LAGOON
CONSTRUCTION IS CERTIFIED.
13. OPERATION AND MAINTENANCE, EMERGENCY ACTION, AND WA57E
UTILIZATION PLANS TO BE PREPARED BY OTHERS.
14. THE MINIMUM ELEVATION OF THE TOP OF THE SETTLED DIKE SHALL BE
103 0 FEET. THIS ELEVATION SHALL BE VERIFIED AT THE END OF
CONSTRUCTION AND PERIODICALLY THEREAFTER TO PREVENT LOSS OF
FREEBOARD DUE TO SETTLEMENT,
15. IF THE LAGOON WILL CREATE A SAFETY HAZARD. IT SHALL BE FENCED
AND WARNING SIGNS POSTED TO PREVENT UNAUTHORIZED ACCESS FOR
PURPOSES OTHER THAN INTENDED,
16. DESIGN OF THE PROPOSED FACILITIES WAS ACCOMPLISHED USING
MINIMAL SOIL DATA PROVIDED BY MURPHY FARMS ENGINEERING DEPT,
VIA TEST PIT OBSERVATIONS DURING THE SITE INVESTIGATION.
A QUALIFIED GEOTECHNICAL ENGINEER OR HIS REPRESENTATIVE SHALL
COMPLETE STE SPECIFIC TEST BORINGS, LABORATORY TESTING AND
ADDITIONAL ENGINEERING CALCULATIONS PRIOR TO THE START OF
CONSTRUCTION TO VERIFY DESIGN ASSUMPTIONS
17 ALL ASPECTS OF THE CLAY LINER INSTALLATION SHALL BE INSPECTED BY
A QUALIFIED GEOTECHNICAL ENGINEER OR HIS REPRESENTATIVE AND IN-PLA
SAMPLES WILL BE OBTAINED AND TESTED TO CONFIRM THAT THE
LINER MEETS PROJECT SPECIFICATIONS.
18 EAPTHWORK TESTING INCLUDING COMPACTION TESTING, VERIFICATION
OF ADEQUATE FOUNDATION SUPPORT AND CLASSIFICATION TESTING
SHALL BE PROVIDED BY A QUALIFIED GEOTECHNICAL ENGINEER OR HIS
REPRESENTATIVE DURING CONSTRUCTION TO CONFIRM THAT PROJECT
SPECIFICATIONS ARE BEING APPROPRIATELY IMPLEMENTED
19, THE SITE EVALUATION FOR THIS FACILITY WAS CONDUCTED BY MURPHY
FARMS ON MARCH 26, 1997. THE SETBACK FROM THE PROPERTY LINE TO
IS 500 FEET. THE 500 FOOT SETBACK REQUIREMENT FOR THE EASTERN
PROPERTY LINE HAS BEEN WAIVED VIA WRITTEN AGREEMENT RECORDED IN
BOOK 1205. PAGE 123 OF THE DUPLIN COUNTY REGISTRY.
20. SUPVEY INFORMATION WAS COMPLETED AND PROVIDED BY MURPHY FARMS
ENGINEERING DEPARTMENT.
21. MURPHY FARMS SHALL FIELD VERIFY ALL APPLICABLE STATE AND LOCAL
SETBACK REQUIREMENTS PRIOR TO CONSTRUCTION.
ECM
D
100
100
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�:AA Engineering and Surveying, Inc.
•o,rl TMC fwv-4ENS 1 1 1 MacKenan Drive, Cory NC 27511 Phone: [phone] Fax: [phone]=
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EDING NOTES:
1 ALL DISTURBED AREAS SHALL BE SEEDED, FERTILIZED AND MULCHED AS
SOON AS POSSIBLE AFTER FINAL GRADING IS COMPLETED. THIS INCLUDES
INSIDE SLOPES OF THE LAGOON
PREPARE DISTURBED AREAS FOR SEEDING BY GRADING IN ALL SURFACE
WATER DIVERSIONS AND SHAPING TO FINAL GRADES SHOWN ON PLAN.
3 APPLY LIME AND FERTILIZER THEN DISK TO PREPARE A 3 TO 4 INCH
SMOOTH SEEDBED. APPLY SEED AND FIRM SEEDBED WITH A CULTIPACK£R
OR SIMILAR EQUIPMENT. APPLY MULCH AND SECURE WITH A MULCH
ANCHORING TOOL OR NETTING.
SCAL AMENDMENTS:
14.00 LBS OF 10-10-10 FERTILIZER (1000 LBS/ACRE)
3 6 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
180 BALES OF SMALL GRAIN STRAW (100 BALES/ACRE)
SEEDING SCHEDULE:
welter
108 LBS OF FESCUE (60 LBS/ACRE) — SEPT 1 TO NOV 3
72 LBS OF RYE GRASS (40 LBS/ACRE) — DEC 1 TO MAR 30
74 LBS OF RYE GRAIN (30 LBS/ACRE) — nurse crop for fescue
I B LBS OF UNHULLED COMMON BERMUDA GRASS (10 LBS/ACRE)
— JAN 1 TO MAR 30
summer
108 LBS OF PENSACOLA BAHIA GRASS (60 LBS/ACRE) — MAR 15 TO JUNE 15
15 LBS OF HULLED COMMON BERMUDA GRASS (B LBS/ACRE) — APRIL 1 — JULY 31
TOTAL AREA TO BE SEEDED AND MULCHED = 1.8 ACRES (APPROX)
Revisions
No. Description Date By
EARTHWORK CALCULATION DATA
METHOD USED: 5' GRID
TOTAL EXCAVATION 6711 CY •' EXCAVATED CLAY 0 CY
/ PAD AND DIKE FILL 5684 CY REO,D FOR LINER 2043 CY '
as % NET 1027 CY CLAY BORROW 2043 CY
' SUITABLE FOR LINER 0 CY
WASTE 1027 CY
—r f
FILL VOLUMES HAVE BEEN ADJUSTED BY 20 % AND CLAY
VOLUMES BY 15 % FOR SHRINKAGE DUE TO COMPACTION
�� ** TOTAL EXCAVATION VOLUME INCLUDES UNDERCUT FOR
�ONTRROL PT.#69EBACP/ CLAY LINER
N 5423.1762 I t'
E 4977.0199
EL.=109.84
/ f
p ' I
TEMPORARY SQiMENT TRAP
32'X60'
OVERALL DEPTH=
l SEDIMENT DEPTH
4' WIDE OBSERVATION �RENCH t STONE WEIR L�NGTH­F,,12'
CHRIS DREW 2600 NURSERY
DUPLIN COUNTY, NORTH CAROLINA
SITE / GRADING PLAN
I inch = 4U (t
Designer Scale
1 "-40'
Drawn By Dote
BDH 5 20 97
[Checked By Jab No.
HEW
J
Te(_ mb