820695_Permit Renewal Application 2019_20190410

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Waste Management Systems
Request for Certification of Coverage
Facility Currently covered by an Expiring Sate Non -Discharge General Permit
On September 30, 2019, the North Carolina State Non -Discharge General Permits for Animal Waste Management Systems will
expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these State
Non -Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore, all applications
must be received by the Division of Water Resources by no later than April 3, 2019.
Please do not leave any question unanswered Please verify all information and make any necessary corrections below.
Application must be signed and dated by the Permittee.
1.
Farm Number: 82-0695
Certificate Of Coverage Number:
AWS820695
2.
Facility Name: Greenwood Nurseries
3.
Landowner's Name (same as on the Waste Management Plan):
Greenwood Livestock LLC
4.
Landowner's Mailing Address: PO Box 335 ,2/07
City: Elizabethtown State:
NC
Zip: 28337
Telephone Number: 910-876-1�lt. 'E-mail:
5•
Facility's Physical Address: Coach Whin Ln Shaw Rd
City: Garland State:
NC
Zip: 28441
6.
County where Facility is located: Sampson
7.
Farm Manager's Name (if different from Landowner):
g.
Farm Manager's telephone number (include area code):
9.
Integrator's Name (if there is not an Integrator, write "None"
Murky -Brown LLC
10.
Operator Name (OIC):
r�►Klo. N... s
Phone No.: 910-g6i-2257
OIC #: 99}ggg
11.
Lessee's Name (if there is not a Lessee, write "None"):
31rs-6��7
/ 60 tJ J
12.
Indicate animal operation type and number:
Current Permit: Operations Type
Allowable Count
Swine - Wean to Feeder
15,600
Operation Types:
Swine Cattle
Wean to Finish Dairy Calf
Dry Poultry
Other Types
Wean to Feeder Dairy Heifer
Non Laying Chickens
LaChick
Laying ens
Horses - Horses
Farrow to Finish Milk Cow
Pullets
Horses - Other
Feeder to Finish Dry Cow
Turkeys
Shee Shee
p p
Farrow to Wean Beef Stocker Calf
Turkey Pullet
Sheep -Other
Farrow to Feeder Beef Feeder
Boaz/Stud Beef Broad Cow
Wet Poultry
Gilts Other
Other
Non Laying Pullet
Layers
RECEjftArrZ2 ;1pWR
APR+ 7T ?)1q
WNWQUWR,

8VftW-D04 M OVAJ
ROY COOPER
Governor
MICHAEL S. REGAIN
secrtary
LIN©A CULPEPPER
WeOor
NORTH CAROLINA
Environmental Quallry
February 27, 2019
Greenwood Livestock LLC
Greenwood Nurseries
PO Box 535
Elizabethtown, NC 28337
Subject: Application for Renewal of Coverage for Expiring State General Permit
Dear Permittee:
Your facility is currently approved for operation under one of the Animal Waste Operation State Non -Discharge General Permits,
which expire on September 30, 2019. Copies of the new animal waste operation State Non -Discharge General Permits are available
at h__ s:Hdea.nc.v-ov/about/divisions/water-resources/water-quality-re«ional-operations/afo or by writing or calling:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
In iour continued coverage under the State Non-Dischar a General Permits. vou must submit an avolication for
ermit covera *e to the Division. Enclosed you will find a "Request for Certificate of Covera *e Facili Currently Covered by an
Expiring State Non -Discharge General Permit." The lication form must be com leted si ned and returned by Aril 3, 2019.
Please note that you must include one (]I co v of the Certified Animal Waste Mana ement Plan Ic",''Ilk 11,VMPJ with the
completed and si ned application form. A list of items included in the CAWMP can be found on aae 2 of the renewal
application form.
Failure to request renewal of your coverage under a general permit within the time period specified may result in a civil penalty.
Operation of your facility without coverage under a valid general permit would constitute a violation of NCGS 143-215.1 and could
result in assessments of civil penalties of up to $25,000 per day.
If you have any questions about the State Non -Discharge General Permits, the enclosed application, or any related matter please feel
free to contact the Animal Feeding Operations Branch staff at 919-707-9100.
Sincerely,
Jon Risgaard, Section Chief
Animal Feeding Operations and Groundwater Section
Enclosures
cc (w/o enclosures): _Fayetteville Regional Office, Water Quality Regional Operations Section
Sampson County Soil and Water Conservation District
AFOG Section Central Files AWS820695
MMhv-Brown LLC
Northaara naDapartmentOfEvvToll Maata Qua1? 1 Dvs01t0fVV6terFessurys
�t 512 N. A sbu n, fit. 1 14234ER1a S_ry� -enter I Fa s s , North Caro ?a 2769�163S
ti..�..._ r ay14E.707. 000

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

I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included, this application package will be returned to me as incomplete.
Note: In accordance with NC General Statutes 143-215.6A and 143-215.613, any person who knowingly makes any false statement,
representation, or certification in any application may be subject to civil penalties up to $25,000 per violation. (18 U.S.C.
Section 1001 provides a punishment by a fine of not more than $10,000 or imprisonment of not more than 5 years, or both for
a similar offense.)
Printed Name of Signing Official (Landowner, or if multiple Landowners all landowners should sign. If Landowner is a
corporation, signature should be by a principal executive officer of the corporation):
Name: n 4'Z_ " ro +r.— lam, .Title: _Al�/�p���*�.c
Signature: e:�
Name:
Signature:
Name:
Signature:
Title:
Date:
Title:
Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
E-mail: [e-mail]
FORM: RENEWAL -STATE GENERAL 02/2019

13. Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary
corrections and provide missing data.)
Structure
Name
Estimated
Date
Built
. Liner Type
(Clay, Synthetic,
Unknown)
Capacity
(Cubic Feet)
Estimated
Surface Area
(Square Feet)
Design Freeboard
"Redline"
(Inches)
1
31.00
2
31.00
3
31.00
4
31.00
5
31.00
6
47.00
82-695-1
82-695-2
82-695-3
82-695-4
82-695-5
82-695-6
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application
as required by NC General Statutes 143-215.1OC(d) to the address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan (WUP), signed by the owner and a certified technical specialist, containing:
a. The method by which waste is applied to the disposal fields (e.g. irrigation, injection, etc.)
b. A map of every field used for land application (for example: irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation (RYE) for every crop shown in the WUP
f. The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
It. The required NRCS Standard specifications
2. A site map/schematic
3. Emergency Action Plan
4. Insect Control Checklist with chosen best management practices noted
5. Odor Control Checklist with chosen best management practices noted
6. Mortality Control Checklist with selected method noted - Use the enclosed updated Mortality Control Checklist
7. Lagoon/storage pond capacity documentation (design, calculations, etc.) Please be sure the above table is accurate and
complete. Also provide any site evaluations, wetland determinations, or hazard classifications that may be applicable to
your facility.
8. Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the additional components with your submittal.
(e.g. composting, digesters, waste transfers, etc.)
As a second option to mailing paper copies of the application package, you can scan and email one signed copy of the
application and all the CAWMP items above to: [e-mail]

WASTE UTILIZATION PLAN
Friday, November 21, 2014
11 - Producer: Greenwood Livestock, LLC
Farm Name: Greenwood Nurseries 82-695
PO Box 535
Elizabethtown, NC 28337
Telephone # : [phone]
Type of Operation : wean to Feeder Swine
Number of Animals : 15600 pigs design capacity
Application Method: Irrigation
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
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
contents 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 avaialable water holding capacities. Normally waste shall not be applied to
�-, land eroding at greater than 5 tons per acre per year. With special pre -cautions, 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 the nutrients for crop production and to reduce the potential for
pollution, the waste should be applied to a growing crop or applied to bare ground not more
than 30 days prior to planting. Injecting the waste or disking will conserve nutrients and
reduce odor problems. This plan is based on waste application through irrigation for this is
the manner in which you have chosen to apply your waste. If you choose to inject the waste
in the future, you need to revise this plan. Nutrient levels for injecting waste and irrigating
waste are not the same.
The estimated acres needed to apply the animal waste is based on typical nutrient content
for this type of facility. Acreage requirements should be based on the waste analysis report
from your waste management facility. Attached you will find information on proper sampling
techniques, preparation, and transfer of waste samples to the lab for ananlysis. This waste
utilization plan, if carried out, meets the requirements for compliance with 15A NCAC
2H,0217 adopted by the Environmental Management Commission.
APR 0 8 ?019
wowmav
n �.�btu;reaal wirsbecfion Page 1 of 10

AMOUNT OF WASTE PRODUCED PER YEAR (gallons, ft3, tons, etc.)
15600 pigs X .4 tons waste/pigs/year = 6240 tons
AMOUNT OF PLANT AVAILABLE NITROGEN (PAN) PRODUCED PER YEAR
15600 pigs X .48 Ibs PAN/pigs/year = 7488 PAN/year
Applying the above amount of waste is a big job. You should plan time and have appropriate
equipment to apply the waste in a timely manner.
The following acreage will be needed for waste application based on the crop to be grown,
soil type and suface application.
TABLE 1 : ACRES OWNED BY PRODUCER
TRACT
FIELD
SOIL TYPE &CLASS-
CROP
YIELD LBS AW COMM
ACRES LBS AW
APPLIC.
DETERMINING PHASE
CODE
N/ACRE N/ACRE
USED
TIME
893
1
CAINHOY ALL
BH
3.4
170
0
3.39i
5_76.3
MAR-SEP
_
_
893
1
CAINHOY ALL
SG
1
50
0
3.39
169.5
SEP-MAY
893_
10
CAINHOY ALL
-BH
3.-4
170
0
3-.42
5 11.4
MAR-SEP
10_AI
CNHOY ALL
SG
1
50
0_3.42
171
SEP-MAY
893
11
_ _
CAINHOY ALL
BH
3.4
170
0
2.281
_387.6,
MAR-SEP
11
CAINHOY ALL
SG
1
50
0
2.28
114
SE_P MAY
893
12
CAINHOY ALL
-
BH
3.4
170
0
0.781
132.6
MAR-SEP
893
12
CAINHOY ALL
SG
1
50
0
0.781
39
SEP-MAY
893
13
HOY ALL
BH
3.4
170
0
1.181
200.6
MAR_SEP
_
13
_6A'
CAINHOY ALL
SG
1
50
0
1.181
59
SEP-MAY
_ _893
893
- 14
CAINHOY ALL
BH
3.4
170
0
0.471
79.9
MAR-SEP
893
_ 14
CAINHOY ALL
SG
1
50
0
0.471
23.5
SEP-MAY
893
15
CAINHOYALL
BH
3.4
170
0
1.031
175.1
MAR-SEP_
893
_ 15
-CAINHOY ALL
SG
1
50
0
1.031
51.5
SEP-MAY
893
16
CAINHOY ALL
BH
3.4
170
0
1.66
282.2
MAR-SEP
893
w 16
CAINHOY ALL
SG
1
50
0
1.66:
83
SEP-MAY
893
17
CAINHOY ALL
BH
3.4
170_
0
0.76;
129.2_
MAR -Sep
893
17
CAINHOY ALL
SG
1
_
50 -
0
0.76
38
SEP-MAY
893
2
_
CAINHOY A LL
BH
_
- 170 _
0
3.77:
640.9
MAR-SEP__
2
-
CAINHOY ALL
SG
_3.4
1
50
0
3.771
188.5
SEP-MAY
_893
893-
3
CAINHOY ALL
BH
3.4
170
0
1.451
246.5
MAR-SEP
3
CAINHOY ALL
SG
1
50Y
0
1.45"
72.5
SEP-MAY
4
CAINHOY ALL
BH
3.4
170
0
1.33
226.1
MAR-SEP
893
4
CAINHOY ALL
SG
1
50
0
1.33i
66.5
SEP-MAY
893
5
CAINHOY ALL
BH
3.4
170
0
3.85I
654.5
893
�� 5
CAINHOY ALL
SG
1
50
0
3.85r
192.6
_MAR-SEP
SEP-MAY
893
6
CAWf6Y ALL
BH
3.4
170 -
0
3.39r
576.3
MAR-SEP
893
6
CAINHOY ALL
SG
1
50
0
3.391
169.5
SEP-MAY
893
_�
7
CAINHOY ALL
BH
3.4
170
0
1.96}
333.2'
MAR-SEP
893
- 7
CAINHOY ALL
SG
1
50
0
1.96;
98
SEP-MAY
893
8
CAINHOY ALL
BH
3.4
170
0
1.541
261.8
MAR-SEP
- 893
8
CAINHOY ALL
SG
1
50
0
1.64; -
77
SEP-MAY
893 -^
�9
CAINHOYALL
BH
3.4
3.4
170
0
2.76a
469.2
MAR-SEP
- 893
-r 9
_
CAINHOY ALL
-
SG
-
_
1
- -
50
-
0
2.761
_ 138
SEP-MAY
-
- -
- - - - -
-
TOTALS:
7704.4
Indicates that this field is being overseeded (i.e. interplanted) or winter annuals follow
summer annuals.
* Indicates a Crop Rotation
NOTE: The applicator is cautioned that P and K may be over applied while meeting the N
reauirments. Beainnina in 1996 the Coastal Zone Management Act will require farmersPi 2 of 10

some eastern counties of NC to have a nutrient management plan that addresses all
nutrients. This plan only addresses Nitrogen.
Page 3 of 10

TABLE 2: ACRES WITH AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent landowners must be attached.)
(Required only if operator does not own adequate land. See required specifications 2.)
There are no Acres Leased
Indicates that this field is being overseeded (i.e. interplanted) or winter annuals follow
summer annuals.
* Indicates a Crop Rotation
* Acreage figures may exceed total acreage in field due to overseeding.
**Lbs AW N (animal waste nitrogen) equals total required nitrogen less any commercial
nitrogen (COMM N) supplied.
The following legend explains the crop codes used in TABLES 1 and 2 above:
CROP CODE CROP
BH HYBRID BERMUDAGRASS-HAY
SG SMALL GRAIN OVERSEEDED
UNITS LBS N/UNIT
TONS 50
AC-.. 50
Page 4 of 10

TOTALS FROM TABLES 1 AND 2
ACRES LBS AW
N USED
TABLE 1 I— 35.021 -_
�-- TOTALS: 35.02. 7,704
AMOUNT OF N PRODUCED: 7,488
'BALANCE •216
*** This number must be less than or equal to 0 in order to fully utilize the animal waste N
produced,
Acres show in each of the preceeding tables are considered to be the usable acres excluding
required buffers, filter strips along ditches, odd areas unable to be irrigated, and perimeter
areas not receiving full application rates due to equipment limitations. Actual total acres in
the fields listed may, and most likely will be, more than the acres shown in the tables.
NOTE: The Waste Utilization Plan must contain provisions for periodic land application of
sludge at agronomic rates. The sludge will be nurturient rich and will require precautionary
measures to prevent over application of nutrients or other elements, Your production facility
will produce approximately 1185.6 pounds of plant available nitrogen (PAN) per year in the
sludge that will need to be removed on a periodic basis. This figure is PAN when
broadcasting the sludge. Please be aware that additional acres of land, as well special
equipment, may be needed when you remove this sludge.
See the attached map showing the fields to be used for the utilization of waste water.
APPLICATION OF WASTE BY IRRIGATION
The irrigation application rate should not exceed the intake rate of the soil at the time of
irrigation such that runoff or ponding occurs. This rate is limited by initial soil moisture
content, soil structure, soil texture, water droplet size, and organic solids. The application
amount should not exceed the available water holding capacity of the soil at the time of
irrigation nor should the plant available nitrogen applied exceed the nitrogen needs of the
crop.
Your facility is designed for 180 days of temporary storage and the temporary storage must
be removed on the average of once every 5.92 months. In no instance should the volume of
waste being stored in your structure be within 1.58 feet of the top of the dike.
If surface irrigation is the method of land application for this plan, it is the responsiblity of the
producer and irrigation designer to ensure that an irrigation system is installed to properly
irrigate the acres shown in Tables 1 and 2• Failure to apply the recommended rates and
amounts of Nitrogen shown in the tables may make this plan invalid,
The following table is provided as a guide for establishing application rates and amounts,
APPLICATION APPLICATION
TRACT FIELD SOIL TYPE CROP RATE (in/hr) AMT (inches)
.gg3-14,-t5,-16,-17,-2,-3?CAINHOYALL SG 0.00 *1
gg3 2, 13, 14, 1 s, 16, 17, z, 3, a, CAINHOY ALL BH 0.00 "1
* This is the maximum application amount allowed for the soil assuming the amount of
nitrogen allowed for the crop is not over applied. In many situations, the application
amount shown cannot be applied because the nitrogen limitation. The maximum
application amount shown can be applied under optimum soil conditions.
Page 5 of 10

NARRATIVE OF OPERATION
Page 6 of 10

PLANS & 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. Illegal discharges are subject
to assessment of civil penalties of $10,000 per day by the Division of Water Quality for every
day the discharge continues.
2. The Field Office must have documentation in the design folder that the producer either
owns or has long term access to adequate land to properly dispose of waste. If the producer
does not own adequate land to properly dispose of waste, he shall provide NRCS with a copy
of a written agreement with a landowner who is within a reasonable proximity, allowing
him/her the use of the land for waste application for the life expectancy of the production
facility. It is the responsibility of the owner of the facility to secure an update of the Waste
Utilization Plan when there is a change in the operation, increase in the number of animals,
method of utilization, or available land.
3. Animal waste shall be applied to meet, but not exceed, the Nitrogen needs for realistic
crop yields based on soil type, available moisture, historical data, climate conditions, and
level of management, unless there are regulations that restrict the rate of application for
other nutrients.
4. Animal waste may be applied to land that has a Resource Management System (RMS) or
an Alternative Conservation System (ACS). If an ACS is used the soil loss shall be no
greater than 10 tons per acre per year and appropriate filter strips will be used where runoff
leaves the field. These filter strips will be in addition to "Buffers" required by DEM. (See
FOTG Stantard 393 - Filter Strips and Standard 390 Interim Riparian Forest Buffers).
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" in the NRCS Technical Reference -
Environment file 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 conditions
conducive to odor or flies and to provide uniformity of application.
8. Animal waste shall not be applied to saturated soils, during rainfall events, or when the
surface is frozen.
9. Animal waste shall be applied on actively growing crops in such a manner that the crop is
not covered with waste to a depth that would inhibit growth.
10. Waste nutrients shall not be applied in fall or winter for spring planted crops on soils with
a high potential for leaching. Waste nutrient loading rates on these soils should be held to a
minimum and a suitable winter cover crop planted to take up released nutrients. Waste shall
not be applied more than 30 days prior to planting of a crop on bare soil.
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 anv perennial stream or river (other that an irriaation ditch or canal. Animal waste
Page 7 of 10

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 landownwer.
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 croplands
provided they have been approved as a land application site by a "technical specialist".
Animal waste should not be applied on grassed waterways that discharge directly into water
courses, except when applied at agronomic rates and the application causes no runoff or
drift from the site.
*16. Domestic and industrial waste from washdown facilities, showers, toilets, sinks, etc.,
shall not be discharged into the animal waste management system.
*17. A protective cover of appropriate vegetation will be established on all disturbed areas
(lagoon embankments, berms, pipe runs, etc.). If needed, special vegetation shall be
provided for these areas and shall be fenced, as necessary, to protect the vegetation.
Vegetation such as trees, shrubs, and other woody species, etc. are limited to areas where
considered appropriate. Lagoon areas should be kept mowed and accessible. Lagoon berms
and structures should be inspected regularly for evidence of erosion, leakage or discharge.
*18. If animal production at the facility is to be suspended or terminated, the owner is
responsible for obtaining and implementing a "closure plan" which will eliminate the
possibility of an illegal discharge, pollution and erosion.
*19. Waste handling structures, piping, pumps, reels, etc., should be inspected on a regular
basis to prevent breakdowns, leaks, and spills. A regular maintenance checklist should be
kept on site.
20. Animal waste can be used in a rotation that includes vegetables and other crops for
direct human consumption. However, if animal waste is used on crops for direct human
consumption, it should only be applied as a preemergence with no other applications of
animal waste during the crop season.
*21. Highly visible markers shall be installed to mark the top and bottom elevations of the
temporary storage (pumping volume) of all waste treatment lagoons. Pumping shall be
managed to maintain the liquid level between the markers. A marker will be required to mark
the maximum storage volume fpr waste storage ponds.
22. Waste shall be tested within 60 days of utilization and soil shall be tested at least
annually at crop sites where waste products are applied. Nitrogen shall be the rate -
determining element. Zinc and copper levels in the soils shall be monitored and alternative
crop sites shall be used when these metals approach excessive levels. pH shall be adjusted
for optimum crop production amd maintained. Soil and waste analysis records shall be kept
for five (6) years. Poultry dry waste application records shall be maintained for three (3)
years. Waste application records for all other waste shall be maintained for five (5) years.
23. Dead animals will be disposed of in a manner that meets North Carolina Department of
Agriculture regulations.
* Liquid Systems
Page 8 of 10

NAME OF FARM: Greenwood Nurseries 82-696
OWNER / MANAGER AGREEMENT
I (we) understand and will -follow and implement the specifications and the operation and
maintenance precedures estalished 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/or storage system or construction of new facilities will require a new utilization
plan and a new certification to be submitted to DEM before the new animals are stocked.
I (we) understand that I must own or have acces to equipment, primarily irrigation equipment,
to land apply the animal waste described in this waste utilization plan. This equipment must
be available at the appropriate pumping time such that no discharge occurs from the lagoon
in a 25-year 1-day storm event. I also certify that the waste will be applied on the land
according to this plan at the appropriate times and at rates that no runoff occurs.
NAME OF FACILITY OWNER: Greenwood Livestock, LLC
. ' s �' f
SIGNATURE. G .�' ! w� DATE:
NAME OF MANAGER (if differs f from owner):
f
please print
SIGNATURE:
DATE:
NAME OF TECHNICAL SPECIALIST: Curtis Barwick
AFFILIATION: BarwickAg Services
ADDRESS (AGENCY): 103 Country Club Circle
Clinton, NC 23328
[phone]
SIGNATURE: DATE: f� �3 -%V
Page 10 of 10
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Swine Farm Waste Management Odor Control Checklist
Source Cause BMPs to Minimize Odor Site Specific Practices —�
Farmstead • Swine production Vegetative or wooded buffers
Ifl
Recommended best management practices
X-1 Good judgment and common sense
Animal body surfaces • Dirty manure -covered animals ! x l Dry floors
Floor surfaces • Wet manure -covered floors F_71 Slotted floors
Waterers located over slotted floors
X
Feeders at high end of solid floors
X
Scrape manure buildup from floors
Underfloor ventilation for drying
Manure collection pits
. Urine
Frequent manure removal by flush, pit recharge,
F]
or scrape
• Partial microbial decomposition
X
Underfloor ventilation
Ventilation exhaust
• Volatile gases
Fan maintenance
fans
X❑
• Dust
Efficient air movement
X
Indoor surfaces
• Dust
X
Washdown between groups of animals
❑
Feed additives
❑
Feeder covers
Feed delivery downspout extenders to feeder
covers
Flush tanks
• Agitation of recycled lagoon
Flush tank covers
liquid while tanks are filling
Extend fill lines to near bottom of tanks with
anti -siphon vents
Flush alleys
• Agitation during wastewater
❑
Underfloor flush with underfloor ventilation
conveyance
AMOC — November 11, 1996, page 1

Swine Farm Waste Management Odor Control Checklist
Source Cause BMPs to Minimize Odor Site Specific Practices
Pit recharge points . Agitation of recycled lagoon Extend recharge lines to near bottom of pits with
liquid while pits are filling anti -siphon vents
Lift stations • Agitation during sump tank Sump tank covers
filling and drawdown
Outside drain . Agitation during wastewater ❑ Box covers
collection or junction conveyance
boxes
End of drainpipes at • Agitation during wastewater X Extend discharge point of pipes underneath
lagoon conveyance lagoon liquid level
Lagoon surfaces . Volatile gas emissions Proper lagoon liquid capacity
• Biological mixing a Correct lagoon startup procedures
• Agitation M
Minimum surface area -to -volume ratio
Minimum agitation when pumping
❑ Mechanical aeration
Proven biological additives
Irrigation sprinkler High pressure agitation Irrigate on dry days with little or no wind
nozzles
• Wind drift Minimum recommended operating pressure
X
Pump intake near lagoon liquid surface
X
1-1
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 ❑ Basin surface mats of solids
❑ Proven biological additives or oxidants
AMOC —November 11, 1996, page 2

Swine Farm Waste Management Odor Control Checklist
Source s Cause BMPs to Minimize Odor Site Specific Practices
Settling basin surface . Partial microbial decomposition Extend drainpipe outlets underneath liquid level
• Mixing while filling Remove settled solids regularly
• A itati m when emptying
Manure, slurry, or . Agitation when spreading
sludge spreader outlets
• Volatile gas emissions
Uncovered manure, Volatile gas emissions while
slurry, or sludge on drying
field surfaces
❑ Soil injection of slurry/sludges
❑ Wash residual manure from spreader after use
Proven biological additives or oxidants
❑ Soil injection of slurry/sludges
❑ Soil incorporation within 48 hours
❑ Spread in thin uniform layers for rapid drying
Proven biological additives or oxidants
Dead animals • Carcass decomposition X Proper disposition of carcasses
Dead animal disposal . Carcass decomposition ❑ Complete covering of carcasses in burial pits
pits
Incinerators
Standing water around
facilities
Manure tracked onto
public roads from farm
access
Proper location/construction of disposal pits
Secondary stack burners
Grade and landscape such that water drains away
from facilities
• Microbial decomposition of
organic matter
• Poorly maintained access roads
• Incomplete combustion
• Improper drainage
AMOC —November U, 1996, page 3
X ❑ Farm access road maintenance

Additional Information:
Swine Manure Management; .0200 Rule/BMP Packet
Swine Production Farm Potential Odor Sources and Remedies; EBAE Fact Sheet
Swine Production Facility Manure Management: Pit Recharge— Lagoon Treatment; EBAE 128-88
Swine Production Facility Manure Management: Underfloor Flush— Lagoon Treatment; EBAE 129-88
Lagoon Design and Management for Livestock Manure Treatment and Storage; EBAE 103-83
Calibration of Manure and Wastewater Application Equipment; EBAE Fact Sheet
Controlling Odors from Swine Buildings; PIH-33
Environmental Assurance Program; NPPC Manual
Options for Managing Odor, a report from the Swine Odor Task Force
Nuisance Concerns in Animal Manure Management: Odors and Flies; PRO107, 1995 Conference Proceedings
AMOC —November 11, 1996, page 4
Available From:
NCSU, County Extension Center
NCSU—BAE
NCSU— BAE
NCSU— BAE
NCSU— BAE
NCSU— BAE
NCSU— Swine Extension
N.C. Pork Producers Assoc.
NCSU Agricultural Communications
Florida Cooperative Extension

Insect Control Checklist for Animal Operations
Source Cause
BMPs to Control Insects Site S ethic Practices
Feed storage • Accumulations of feed residues
X
Reduce moisture accumulation within and
around immediate perimeter of feed storage
areas by ensuring drainage is away from site
and/or providing adequate containment (e.g.,
covered bin for brewer's grain and similar high
moisture grain products)
Inspect for and remove or break up accumulated
solids in filter strips around feed storage as
needed
Animal holding areas • Accumulations of animal wastes
X
_
Eliminate low areas that trap moisture along ~
and feed wastage
fences and other locations where waste
accumulates and disturbance by animals is
minimal
Maintain fence rows and filter strips around
animal holding areas to minimize accumulations
of wastes (i.e., inspect for and remove or break up
accumulated solids as neede:1:
Dry manure handling •' Accumulations of animal wastes
❑
Remove spillage on a routine basis (e.g., 7- to 10-
systems
day interval during summer, 15- to 30-day
interval during winter) where manure is loaded
for land application or disposal
❑Provide
for adequate drainage around manure
stockpiles
Inspect for and remove or break up accumulated
❑
wastes in filter strips around stockpiles and
manure handlin :areas as needed
For more information contact:
Cooperative Extension Service, Department of Entomology, Box 7613,
North Carolina State University, Raleigh, NC 27695-7613.
AMIC — November 11, 1996, page 2

Insect Control Checklist for Animal Operations
Source %/-'ause bui'VaDs aw ont-0a i
riseets
Flush gutters
Lagoons and pits
Excessive vegetative
growth
Feeders
Liquid Systems
Accumulation of solids Ll Flush system is designed and operated
sufficiently to remove accumulated solids from
gutters as designed
Remove bridging of accumulated solids at
discharge
Crusted solids Maintain lagoons, settling basins and pits where
pest breeding is apparent to minimize the
crusting of solids to a depth of no more than 6 to
8 inches over more than 30 percent of surface
Decaying vegetation Maintain vegetative control along banks of
El lagoons and other impoundments to prevent
accumulation of decaying vegetative matter along
water's edge on impoundment's perimeter.
• Feed spillage
AMIC —November 11, 1996, page l
Dry Systems
❑Design, operate, and maintain feed systems (e.g.,
bunkers and troughs) to minimize the
accumulation of decaying wastage
❑Clean up spillage on a routine basis (e.g., 7- to
10-day interval during summer; 15- to 30-day
interval during winter)
Site SCific Practices

9�-69s
GROWER: Sam Ennis Site #1 DESIGNED BY: RPB
ADDRESS: 426 Aquarius Drive CHECKED
Wilmington, NC DATEE:: R 04/30I97
SHEET 1 OF 2
COUNTY: Sampson
Emer enc ction _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*:
h all seepage;put in a submersible
dig a small well or ditch to catc
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 ma be likewise tem orarily plugged with clay soil

GROWER: Sam Ennis Site #1 DESIGNED BY: Kvb
ADDRESS: 426 Aquarius Drive CHECKED BY: RMM
Wilmington, NC DATE: 04/30/97
COUNTY: Sam son �___— SHEET 2 OF 2
*Lagoon problems require the consultation of an individual experienced in the
design and construction of lagoons for permanent repair measures.
2. Assess the extent of the spill and note any obvious damages.
A. Did the waste reach any surface water?
B. Approximately how much was released and for what duration?
C. Any damage noted, such as employee injury, fish kills, or property damage?
3. Contact appropriate agencies.
B. During noral business hours, call your DEM regional office, at 919-486-1541
after hours, emergency number: 910-733-3942. Your phone call should
include: your name, facility, telephone number, the details of incident from
item 2 above, the exact location of the facility, and the location or direction
of movement of the spill, weather and wind conditions, what corrective
measures have been under taken, and the seriousness of the situation.
C. If spill leaves, or is likely to leave, property or enters surface waters, call
local emergency management service (EMS) at 910-592-8996.
D. Instruct EMS to contact local Health Department.
E. Contact local Soil and Water Conservation District Natural Resources Conservation
Service office at 910-592-7963 for advice/technical assistance. The
Extension Service can Managee t Departent at 910-ce.
A. Contact Murphy family arms Land and Nutrient
289-2111 for advice/technical assistance.
4. Implement procedures as advised by DEM and sthtechnical assistance agencies to e waste management plan to keep rectify
the damage, repair the system, and reassess
problems with release of wastes from happening again.
SAMPSON CONUTY COOPERATIVE EXTENSION SERVICE
369 ROWAN ROAD, CLINTON, NC 28328
910-592-7161
SAMPSON COUNTY SOIL CONSERVATION SERVICE
DISTRICT
NATURAL RESOURCES
84 COUNTY COMPLEX ROAD, CLINTON, NC 28328
910-592-7963
SAMPSON COUNTY EMERGENCY MANAGEMENT SYSTEM
107 UNDERWOOD STREET
PO BOX 8, CLINTON, NC 28328
910-592-8996
DIVISION OF ENVIRONMETAL MANAGEMENT
WACHOVIA BUILDING SUITE 714, FAYETTEVILLE, NC 28301-5043
nwn AOC 4CA-1
.7 1 d--Tvv- .

va�v......-- — - -
GROWER: Sam Ennis Site #1 CHECKED BY: RMM
ADDRESS: 426 Aquarius Drive DATE: 04/30/97
Wilmington, NO SHEET 2 OF 2 _
COUNTY: Sampson - -- - - - _ = - - - - -_ _ _ _ — -- -- _ -
p-out of the lagoon when the whenlevel
fluid level e
3. Begin temporary storage pum
elevation 89.95 as marked by the staff gauge. Stop pump -out
reaches elevation 87.90. This temporary storage, less 25 year / 24 hour storm,
contains 52963 cubic feet or 39em 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 n Pen d tches.te n
fields adjacent to perennial streams. Waste will not be applied
Do not pump within 200 feet of a no
residence or within 100 I t reach otheret of a property al. Waste nd public shall
be applied in a manner such that waste w
rights -of -way.
9. The Clean Water Act of 1977 prohibits the discharge of pollutants into watnagewaysce waters, ers
of the United States. Waste shall not be discharged Department of Environment,
or wetlands by either discharge or by over -spraying. The De p
Health, and Natural Resources, Division of Environmental Management,
has the responsibility for enforcing this law.

Version —November 26, 2018
Mortality Management Methods Sa-69s"
Indicate which method(s) will be implemented.
When selecting multiple methods indicate a primary versus secondary option.
Methods other than those listed must be approved by the State Veterinarian.
Primary Secondary Routine Mortality
Q Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.106-403). The bottom of the burial pit should be at least one foot above the seasonal
high water table. Attach burial location map and plan.
aEl Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
Rendering at a rendering plant licensed under G.S. 106-168.7.
Complete incineration according to 02 NCAC 52C .0102.
A composting system approved and permitted by the NC Department of Agriculture & Con-
sumer Services Veterinary Division (attach copy of permit). If compost is distributed off -farm,
additional requirements must be met and a permit is required from NC DEQ.
In the case of dead poultry only, placing in a disposal pit of a size and design approved by the
NC Department of Agriculture & Consumer Services (G.S. 106-549.70).
a Any method which, in the professional opinioni.of the State Veterinarian, wouldmake possible
the salvage of part of a dead animal's value without endangering human or animal health.
(Written approval by the State Veterinarian must be attached).
❑ Mass Mortality Plan
Mass mortality plans are required for farms covered by an NPDES permit. These plans are
also recommended for all animal operations. This plan outlines farm -specific mortality man-
agement methods to be used for mass mortality. The NCDA&CS Veterinary Division sup-
ports a variety of emergency mortality disposal options; contact the Division for guidance.
• A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated
when numbers of dead animals exceed normal mortality rates as specified by the State
Veterinarian.
• Burial must be,done in accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance.
• Mass burial sites are subject to additional permit conditions (refer to facility's animal
waste management system permit).
• In the event of imminent threat of a disease emergency, the State Veterinarian may enact
additional temporary procedures or measures for disposal according to G.S. 106-399.4.
Signature of Farm Owner/Manager Date
f'
Signature of Technical Specialist Date

GENERAL NOTE -- C
1. ELEVATIONS 9DIN ON THIS PLAN ARE BASED ON AN ASSINI D BENCH-
MARK ELEVATDN AID DO MoT RB;*msENT um SEA LEVEL DATNL
2 ANY HEAVY YEGETATON AND/OR ROOT MAT SHALL BE STRIPPED FROM
LAGOON ARE" PRIOR TO PACING FILL ACTUAL STRIPPING REQUIRELEMS
SHALL BE SITE SEEGIFIIG, AND SMALL GE DETERMINED N THE FIELD WY
MURPHY FARMS PERSONNEL THIS MATERIAL SHALL BE STOCKPILED
AND MAY LATER BE SPREAD ON BACK SLOPES TO HELP REESTABLISH
VEGETATDN. BUT MALL NOT BE USED AS TOWTURAL FELL INpVDVAL
ROOTS OF 2 RKM N OIAMEIER OR GREATER WILL NOT BE ALLOWS,
N FILL SECTIONS ANY STUMPS DIOpN'RLAGOON SIDE
N LAGOSIDE
SLOPES OR BOTTOM MUST BE REIDVEA
M THE SOILS NVESTIGAITIOH DOE BY MURPHY FARMS INDICATES THE
LAGOONS WELL REQUIRE UNNG
STAB i LAGOON SHALL RECEIVE A SYNTHETIC INFR IN7W WWL BE INSTALLED
BY 01FEIM ALL OlW4M MATERIAL, FOROM MATERIAL. WATER, ETC.
SHALL BE REMOVED FROM THE INSIDE SURFACES OF THE LAGOON AID
ONE PRIOR 10 PLACEMENT OF SVIITI EN LNFR. THE NNE LPHt SMALL
BE INSTALLED BY CREWS N THIS TYPE OF LINER INSTALLA-
TION AND N ACCORDANCE AFTER MANUFACIURER'S REOOIMENEATIONS.
INCLUDING NNMU/ OYB7lAPPDIG AT J0017% PLACEMENT AND ME'lIDD OF
011RUSEON WELDS. AND TESTING FOR LEAKAGE
4. THE LAGOONS ARE BEING PLACED N A WET AREA WERE THE WATER TABLE
BEING WETHIM THE EXCAVATED OEP1F1. IT IS NPERARVE THAT THE
COMIR,Z,GW NSTALL DRAINAGE MEASURES AT THE START OF THE PRO.ECT
AND MAINTAIN TELL UNTIL ALL LAGOON OEAON& PLACING OF THE
SYNTHETIC LDM ADD PRECHARGNG OF THE LAGOON R COMPLETE
5. LAGOON /1 SHALL BE PRECHARSED WHEN WATER TO AT LEAST
1/2 THE TREATMENT ZONE DEPTH AS SOON AS THE
SYNTHETIC IDER IS INSTALLED AND HAS E@M TESTED,
6, ALL PILL MATERIAL RACED ON THE BUILDING PAD AND IAOOOM ORES
SMALL BE CO PACRO TO LSS DF THE STANDARD PROCTOR MA,MUM DRY
DENSITY. THE CCPAC710N SHALL BE DOE WITH A SIEEPS007 ROLLER.
ER. I
FzrArsrYLr�w 1
EIEVATIDM DATA
B:E:(G.N
OF DIKE ELEV. - 92.55 i
PUMPINGELEV. = 89.95PUMPING ELEV. - 89.95
I FINISHED BOTTOM ELEV. - 78.110
RASE 7 Dwz A SHOWN I \
NOW-' LAr4ON IS C,)RRINTLY
ROUGH GRADDLLPEN BOiTOM�/ � \
-By TO ACHBVEA REQUIRETI YOLUNE VY
W
Ll0 MOL PNT.03 A /
BURIED REBAR p
N - 4923.Blda
E - 4557. 1
EL.EV. - .BCE
7. BUILDING PAD ELEVATIONS SHOWN ON THIS PLAN REPRESENT KM
AB ""W" ADE SEE SOLVING PM ON (L SECTION OETAL OR SHEET 4
STOR
FGRADE REFERENCE POINT.
I. BUILDING PM AND LAGOON ONE SIDE SLOPES STILL BE 3 I UNLESS
OTHERWISE NOTED ON PLAN
2. ANY WATER SUPPLY YELLS PLACED ON THE SITE SMALL BE A MINIMUM RW
Iar FROM THE CLOSEST PONE OF THE LAGOON.
10. THE FOLLOEWIG ITEMS SMALL ff IOOE WITH RECAFM ED THE LAGOON
CORTRUCTISE AFORE ME FAY 6 mBIFED: LAGOON DOES
FERillThO. SEIEDED AID MASHOL7ED NSWE AYD OUT: AI'R10MD SCORN!
MTWRON OE%%XS NSTA AT THE DISCHARGENPFS, THE
STAFF RAVCE INSTALLED.
11. TIE EROSION CONTROL MEASURES SHOWN ON THE RRE AN AMOLDED
As A GIBE. THE EROSION AID SEDI ENTADON CONTROL REGULATIONS
N NORTH C"HOINA ARE PETOORYM E BATED AID ADOTWNN.
ILEASIOES
Al � RFgIlWEO 70 PIEVFI/T 5®EdT MOM lE1MNG NNE
SITE IT IS BE LAMP ONERS RE.5PON59Dy To PROVIDE AO
MAINTAIN ALL SUCH MEASURES.
12 ALL PENEIRATON& OF ItIt DYE BY FORCE MAN PIPER. RECvC E PIPES
ELECTRICAL CONDUIT. STAFF CA11LE ETO SMALL BE AOWEPLbI® PAM TO
PLACEMENT OF SYNREM IENEI!
SEEDING NOTES
I. ALL OSRIROD LEA$ SHALL BE 5®EOL PFRILRED AND CALKED AS
SOON AS P0561B1E AVIER @ELL (NAmID Is Cow —
INCLUDES 1HS
INSIDE 51».. DF THE LAOOOIL
2- PREPARE CSROMED AREAS FOR SEEDING BY OLADNR N ALL STIFACE
WATER DIMIDU NI5 AND SHAPING TO PNAL GRADES SHOWN ON RAN.
3 APPLY LIE AND FERGUN TURN DISK 10 PREPARE A 3 TO 4 NON
=IPA SEEDBED. APPLY SEED AND FIRM SEEDBED WITH A
MTN AOER 1R CRORIR EOIPYEIIF. APPLY MUAI AND SECURE
NM A MICLI ANCIORNG TOOL ON HE APPLY
SOIL AMENOWEMISI
25W IRS O 10-10-10 FERTILIZER 1/000 LBS/AGE)
250 BAILES OF GRAN 9TF (10=/AQ♦
SEEDING SOIEGULL
WATER
150 Lffi OF FUGUE (60 IRS./AGE) SEPT 1 10 NOW 30
15 2 OF RYE GRAN (3D LAS/REEL) — eoP (w 7maW
25 IRS Oi LAIWLLTD COMOI BFAKUW OtA4 (ICE LI S/ACE)
MOD U6 OF RYE GLASS (40 U3S/ACIE3 DEE 1 TO MM S0
SIMMER
750 US CE HULLED COMMON BERIAM MUM (IGM-BS/ACE) APR 1 TO JIL 31
TOTAL AREA TO HE SEEMED AND MIAOm - 25 ACAS (APPROA)
ALL SURVEY COLLECTIONS .TION do ELEVATION DATA -
DONE BY WHITFIELD LAND SUE(VEYING, INC.
THE SITE EVALUATION FOR THIS FACILITY
WAS CONDUCTED BY MURPHY FAMILY FARMS PERSONNEL A �' ,-
ON APPH 1n 1aa7 t EARTHWORK CA a
W
BOOT
COIL KaPm B
TOP
TOP - 94.67
BO RIM - 2200
DISCHARGE PIPE 90.A
32 LF 6y
NV. 6UP65mus
I DOSONG Pb1 R POW
IElAOO
WIDTH- 38ar
SE7)IM1N 51QOzFZDFPnf cv- J
SEE DEEM. STORE NEIR® - 12ar \
I
1
1
___80fY SE78ACK _---�-i-
� FROIT� N -
l
F70511NNG ROAD lb O '
FAIN ROM
ROOTED TO DR '
FARM STANDARD
SEE OETAW ® '
BENCHMARK
FEN i \IELEV=SPIKE100.00 (ASSUMED)
110N DATA
MEMXID USED G(111POHfE
TOTAL EKCAVAOON 1.160 CT'
OUT 1.100 CY
40 ml H WE MATERIAL USM TO WE LAC".
LEGEND
rWVWY-N
PROPOSED RC
A'WYWY1
00STM N70
-. .
E705ONG IN
m
FINISHED OON
PROPERTY LAN
_---_--
MNIMIY BEAU
SETBACK LINE
°P
IS* PVC DLSTAN
TEMPORARY D
�— -----
SWALE / mw
Q—
AN RELEASE.
®
4'X W COW -
SPLASH PM
O m
DEAN WE
STAFF CAAIGE
g
SOL TEST PIT
i 1 (1EMLr�-
Ii1WHIC SCALE Y \� � � Ii � \� �� +SAGA ENI
G
,` 1425 AOUAIRIUS 1
MALMINGTON, NC
THIS SITE WAS CLEARED PRIOR TO CONSTRUCTION, THEREFOR [phone] E
NO BOSERVATION TRENCH IS NEEDED.
�MURPHYmmmll`.- COACHWHIP #1
�AAAAAAAA■ FARIIIS IATC.iiiiiiiiiiiim� 2600 NURSERY
PNIAVE : (910) 269 - 21/ 1 NORM ROW
��A 20,S
rL
SAAIPSOH COUMYI DRAIN/ BY: .AJD
II I 1 11 DEC. 5. 7997 1 CHECKED BY: JES III
SHEET 3 OF 7 1 SCALE. I- = 40'

AL NOTES
EVAIMS SHOWN ON THIS PLAN ARE BASED ON AN ASSUMED BENCM-
ARK ELEVATION AMID DO NOT REPRESENT MEAN SEA LEVEL DATUM.
:AVY VEGETATION AND/OR ROOT MAT SMALL BE STRIPPED FROM
M AND LAGOON AREAS PRIOR TO FLACMG RLL RODIS IN EXCESS
- 2 INCHES IN DIAMETER WILL NOT BE ALLOWED IN FILL SECTIONS
W SOMPS ENCOUNTERED N LAGOON S13E SLOES OR BOTTOM MUST
GOON LINER SHALL BE A 40 mX WN. IC( DP.E LINER MANUFACTURED
' ON NC. ON OWNER APPROVED EQUAL LACOOI UNER INSTALLATION
IALL RE AS PER MANUFACTURERS RECOLPENOADONS
E LAGOON IS BEING PLACED IN A NET AREA WIN THE WATER TABLE
7140 VERY NEAR EXISTING GRADE. THE CONTRACTOR SMALL INSTALL
TANAGI MEASURES AT THE SIMI OF THE PROJECT AND MAINTAIN
CM
UNDL ALL LAGOON GRADING AND LIKING IS COMPLETED.
IT LAO" SHALL BE PREONARGED AM WATER TO AT LEAST 1/2 THE
1EAIYENT TORE DEPTH AS SOON As THE UDER IS COMPLETE AND HAS
EEW TESTED.
L FILL MAMORAL PLACED OR THE BUILDING PAD AND 1A000N ONES
4A L BE COIPAOIED TO 95R OF TIE STANDARD PROCTOR MAXIMUM CRY
"NSITY. ME COMPACTION SMALL BE DONE AM A SEFP;FOOT ROLLER.
ILOGO PAD FLEVA7ONS SHORN ON THIS PLAN REPRESENT BLDG.
AB BUILDING E. SEE BUIUDG PAD SECTION (LONOTH) DETNL ON SHEET 2
XR OWE REFERENCE POINT.
ILONG PAD AND LAGOON DIE SLOE SLOPES SHALL ENE 3:1 UNLESS
MERWSE H07ED ON PLAN.
IV WATER SUPPLY WELLS PLACED ON ➢E SINE SHALL BE A MINIMUM OF
)0' FROM DE CLOSEST POINT OF THE LAGOON.
E FOLLOWING ITEMS SHALL BE DONE AM REGARDS TO THE LAGOON
)NS7RUCTIDN BEFORE THE FACILITY IS CERTIFIED, LAGOON ONES
ADIZED, SEEDED AND MULCHED INSIDE AND WE; APPROVED SCOUR
TOTECTION DEVICES INSTALLED AT THE DISCHARGE PIPES THE
EAFF GAUGE INSTALLED.
FOE BEONNNG EXCAVATION AN OBSERVATION TRENCH 94ALL SE OUG
RCINU THIS LAGOON AS SHOWN TO DETERMINE WEARER OWN THE O
TENANT IN THE LAGOON AREA THE TRENCH SK 1 BE A MINIMUM OF
FEET DEEP AND 4 FEET WIDE MO SMALL BE OUTSIDE DE TOE OF THE
1GOON AS SHOWN. IF MY GRAN DIE 15 FOUND IT SMALL BE REMOVED
CMPLETFLY FROM THE LAGOON AREA. OUTSIDE ME TRENCH THE ME
TALL BE EIDER CAPPED OFF OR REROUTED AROUND THE LAGOON AS
RECTED MY NNE ENONEEI.
E EROSION CONTROL MEASURES SOWN ON ME PLAN ARE INTENDED
S A GLIDE. THE EROSION AND SEDIMENTATION CONTROL REGULATIONS
HOLM CAROLINA ARE PERFORMANCE BASED AND ADDITIONAL
LASFRES MAY BE REQUIRED M PREVENt SEDIMENT FROM LEAVING THE
TE. IT IS THE LAND OWNERS RMMUSIBLITY M PROVIDE AND
ANTAN ALL SUCH MEASURES
NG NOTES:
1 0151UROED AREAS SHALL BE SEEDED, FERTILIZED AND MULCHED AS
XIN AS POSSIBLE MIER F➢NL GRADING IS COMPETED THIS
RUDES INSIDE SLOPES OF ME LAGOON,
REPARE DISTURBED AREAS FOR SEEDING BY GRACING N ALL SURFACE
ATER DIVERSIONS AND SHAPING TO FINAL GRADES SHOWN ON RAN.
`PLY LIME AND FERTILIZER MEN DISC TO PREPARE A 3 TO 41NCH
ACOM SEEDBED. APPLY SEED AND FIRM SEEDBED WIM A
ILTPACKER OR SIMILAR EQUIPMENT. APPLY MULCH AM SECURE
M A MULCH MCHOMMO TOOL OR MEMO,
AMENUMN15
LBE OF 10-10-10 FER" R (1000 LpS./ACE)
IONS OF DOLOND;C LIME (2 NEWS/AWE)
RILES OF SMALL OWN SMAW (100 BALES/ACRE)
NG SCHEDULE:
OL
-OS OF FESCUE (60 IBS./ACRE) SEPT 1 lb NOV ]0
35 OF RYE GRIN (30 LDS/ACRE) T I T oP far hxo,a
3S OF UNNULLED COMAON BCRMIDA OTTERS (10 L85/AGUE)
JEIS OF RYE GRASS (40 LDS/ACRE) DEC 1 TO MAR 30
ER
NS OF PENSAODLA' BANG CRASS (60 LBS/ACE) WAR 15 1D JVN IS
33 0P HULLED COMMON ....A GRASS (BED
S/AOTE) APR 1 O JUL ]I
L AREA TO BE SEEDED AND WALED - 2.5 ACRES (APPROX.)
ALL SURVEY COLLECTIONS LOCATION & ELEVATION DATA
DONE BY WHITFIELD LAND SURVEYING.
THE SITE EVALUATION FOR THIS FACILITY
WAS CONDUCTED BY MURPHY FAMILY FARMS
PERSONNEL ON APRIL 10, 1997.
PNT.6123
BURIED REBAR
N - 49616891
E = 5417.7169
[CONTROL
ELEV. = 110.04
.-
TOP OF ONE' LEI. 114
BEGIN PUMFMN ELEV.. - 11-,s.
EARTHWORK CALCULATION DATA
METHOD USED. 5' ORD
TOTAL EXCAVATION 4.928 CY EXCAVATED CLAY 0 CY
PAD AND ONE FELL 4.009 CY _/ REDID FOR LINER _0 CY
RU 310 CY CLAY 0 O CY
SUITABLE FOR LATER 0 CY
SIB 316 CY
fE11G111 - T& • FILL VOLUMES HAVE BEEq ADJUSTED BY 20H AND CLAY
WIDTH L ]ADD VOLUMES BY 0 X FOR SHRINKAGE DUE TO COMPACTION.
OVERALL DEPTH - 2.3r DEPTH
» TOTAL EXCAVATION VOLUTE INCLUDES UNDERCUT FOR
SEDIMENT R LENGTH
DFP7H . O.BI' 40 THE N.D.PB. LINER
STONE WEIR LENGM - tz.ar -
' SEE DETAIL®
4 / SOEL
I n I SEDIMENT SHALL BE REMOVED FROM
DEAD WHEN IT REACHES ME SEGMENT
TD �7L7 STD TB`--+ RfD
`°ATM As sHDKRTROL /
BAR T.N1021
4981.4424
5930.5695
I) I Imo' II
II
II
I
II
END PUMPING ELEV. , 109,88
FINISHED BOTTOM ELEV. =
RAISE
RAISE TOP OF :DIKE AS SHOWN
N
\\\
TD ELEV.: � 115.50 _
CONTROL PN7./124--
(
BURIED REBAR
H
N = 4677.3899 '�
E - 5639.2504
V
• \
ELEV. - 11121
\I
'i
T t01
`
�TB44M'v'E 1 /.
ANION ETD, OF P
ELEV. - 14.96
S.ci-®A f
40 THE / M.DP.E. LINER SEE DETM ®
SCtlOR PIOLIEwCTON DV
5E1: OETN
mn4
BLDG.
gx $� 0.251E SLOPE
PAD
_N
LOADOIT
REED TAr CLINE
ELEV.SO
I I/ +—TE9PORMY 9LVEftSIDN
SEE DIET
- �II
/ II
A II
II MERVATION
/ III
TOP t]E ONE
AGMI f 12J
- ! CONTROL PNT:�38
i 10.90 BURIED REBAR
N = 4709.2141 —mob
p E = 6008.4654
15.50 ELEV. - 113.39
i
ECST COIL (AIL PLUG BOX
11G4Y
IIIIII WTFCI - TI
DISCHARGE PIPEPE INVERT - 112.58
111.25
MUCK-)/
RO SLING
ROAD N1DM
SEE BETNL®
—CD4
.3\ DHMTph
�
`-
��.
-�
EXISTING• 1.
r WOODS
ir-
Of
WO
F-
fn
LEGEND
RSIING WOODBINE
rWliwv-% PROPOSED CLEARING
-----N-____ EE57NG CONTOUR
-'Ae----- FINISHED CONTOUR
R' 8, PVC DISCHARUE R
___-_ MNW BUILDING / 1
—_— NI
SETBACK LINE
—�--�---- SWALE / DIVERSON
® ,, X W CONIC. BLOCK
SPLASH PAD
STAFF GAUGE
SORTEST P
PAD. GOON, T
LAOFFSE-
STA
STAI(EWT POINTS
I
OWNER: SAM ENNIS
426 AQUAIRIUS DR['
WILMINGTON, NC 28
GRAPHIC SCARE u,\. rl ✓:���NIF�p.Y'-FLIT
(DI Em) dN /WIAdO
- w n
ILL I:0--nu 1TN I I3m — 27
��gN4A. xAa AD8
� M URPHY=m�- SAMPSQN COUNTY DRAWN 8Y. SRC YpING
COACH WHIP #2
FARMSANC. APRIL 29, i997 CHECKED BY. RUM FL
759
P. D BOX ROSE MLL 2600 NURSERY SHEET U pE 3 SCALE: I' = 40' 41p
(9f0NORTH289 - 2111 NORTH 2R45B

NOTES:
,lXM SHOWN ON M PLAN ARE BASED ON AN ASSUMED BENCH-
: ELEVATION AND DO NOT REPRESENT MEAN SEA LEVEL DATUM.
Y VEGETATION AND/OR P00T MAT SHALL RE STRIPPED FROM
AND LAGOON AREAS PRIOR TO PAONG FILL ROOTS IN EXCESS
INCHES IN DIAMETER WILL NOT BE ALLOWED N FILL SECIIOLS,
STUMPS ENCOUNTERED IN L4000M 90E SLOPES OR 807TOM MUST
EMOWED.
ON LINER SHALL BE A 40 Hlnl TMIX H.DPE'. LINER MANUFACTURED
R INC. OR OWNER APPROVED EQUAL LAGOON UNER INSTALLAIgN
. BE AS PER MANUFACTURERS RECOUMENDATONS
AMON IS BEING PLACED IN A NET AREA YNM THE WATER TABLE
VERY NEAR EXISTING GRADE ME CONDUCTOR SHALL INSTALL VAGE MEASURES AT THE START OF THE PRO.ECI AND MANTAN
1 UNTIL ALL LAGOON GRAD ID AND UCHC IS COMPLETED
,AIDIM SHALL BE PRECHARGED WITH WATER TO AT LEAST 1/2 THE
.WENT ZONE DEPTH AS SOON AS THE LINER IS COMPLETE AND HAS
I TESTED.
TLL MATERIAL PLACED ON DIE BULMIG PAD AND LAGOON ONES
J. BE COMPACTED TO 95X OF ME STANDARD PROCTOR MAXIMUM DRY
BTY. THE COMPACTION SHALL BE DONE PATH A SHEEPSFOOT ROLLER.
ING PAD ELEVATIONS SHOWN ON THIS PLAN REPRESENT BLOO-
I SUBG ADL SEE BUILDING PAD SECTION OENGHN) DETAIL ON BEET 2
GLADE REFERENCE PONT
AND PAD AND LAb'DON ONE SINE SLOPES SHALL BE S:1 UNLESS
XWSE M07ED ON PUN.
WATER SUPPLY VELLS PLACED DIM DE SM WALL BE A MNAMLM OF
FROM THE CLOSEST PONT OF ME LAGOON.
=OLLOWNG ITEMS SHALL BE DONE MTH REGARDS TO ME LAGOON
STRUCTION BEFORE THE FACUTY IS CERTIFIED- LAO" ONES
7LIZED. SEEDED AND MULCHED WAX AND OUT. APPROVED SCOUR
TECTION DEVICES INSTALLED AT RE DSCHARGE PIPES; THE
T CAUCE INSTALLED.
RE BEGINNING EXCAVATION AN OBSERVATION FRENCH SHALL PL DUG
UND ME LAGOON AN SHOWN TO DEMONIC WHEDIER DRAIN TIE MS
SENT IN THE LAGOON AREA THE TRENCH SHALL BE A MINIMUM OF
IT DEEP AND 4 FEET WIDE AND SHALL BE OUTSIDE THE TOE OF THE
)DIN AS SHOWNR ANY CHAIN TILE IS FOUND IT SHALL BE REMOVED
PLETELY FROM THE LAGOON AREA. OUTSDE ME TRENCH ME TILE
LL BE EITHER CAPPED OFF OR REROUTED AROUND THE LAGOON AS
CTED BY THE ENGINEER.
EROSION CONTROL MEASURES SHOWN ON THE PLAN ARE INTENDED
A GUIDE. THE EROSION AND SEDIMENTATION CONTROL REGULATIONS
IDIRH CAROLNA ARE PERFORMANCE RASED AND MOTIONAL
SURFS MAY BE REQUIRED TO PREVENT SEDIMENT FROM LEAVING THE
IT IS WE LINO OWNERS RESPONSIBILITY TO PROVIDE AND
NTNN ALL SUCH MEASURES.
G NOTES
DISTURBED AREAS SHALL BE SEEDED, FERHUZEU AND MULCHED AS
N AS POSSIBLE AFTER FINAL GRADING IS COMPLETED. MIS
UDES INSIDE ROPES OF THE LAGOON
PARE DISTURBED AREAS FOR SEEDING BY GRADING IN ALL SURFACE
ER INVERSIONS AND 91APNC TO RNA. GRACES SHOWN ON PLAN.
LY LINE AND FER7112ER THEN DISK TO PREPARE A 3 TO 4 NCH
OTH SEEDBED. APPLY SEED AND FIN SEEDBED MTN A
WACAKER OR SOLAR ECUPMEHT. APPLY MULCH AND SECURE
I A MULCH ANCHORING 700E OR NETTING.
MENDAE:NHS:
DS OF 10-IO-10 FERl1U2E.R (HOOD IBS./ACRE)
PISULESOF WALLOGRAIN STOW (t BOOMIES/ACRE)
C SCHEDULE
EARTHWORK CALCULATION DATA
ALL SURVEY COLLECTIONS LOCATION & ELEVATION DATA METHOD USED: s ORID
DONE BY WHITFIELD LAND SURVEYING, INC.
TOTAL EXCAVADOH 5.238 CY " EXCAVATED CLAY
PAD AMID DIKE FILL 4.690 CY • REO'D FOR LATER
THE SITE EVALUATION FOR THIS FACILITY 500 PROPERTY NET 10 er CLAY NOT REQUIRED
WAS CONDUCTED ON APRIL 10, 1997. MDN07R - 7BMAP LINE SETBACK SUITABLE FOR LINER o CY
WASTE s49 CY
TEMPORARY BENCHMARK
(RR SPIKE) LOCATED ON COACHWHIP #1
LAGOON FJFVA710N DATA
TOP OF DIKE ELEV. - 113.40
BECIN PUMPING ELEV. 110.80
END PUMPING ELEV. = 103.70
FINISHED BOTTOM ELEV. - 102.70
RASE TOP OF DIKE AS SHOWN
TO ELEV. - 174.20
6 OF FESCUE (60 CBS./A SEPT 1 TO NDV 30
, OF RYE GRNN (ILO LSSIACRE) m I-p Hp f4MNI 1
OF UNHULED COMMON EERMUDA GRAB (10 LISS/ACRE)
S or RYE GRASS (40 LBS/ACE) DEC 1 TO MAR 30
6 OF VENSACOLA' M /ACIEAR15
OF MULLED DOWN MB9SRAS(LACAR roI ANJU1L5 31
AREA TO BE SEEDED AND MULCHED - 25 ACRES (APPROX.)
CONTROL PNT./238
BURIED REBAR
N - 4709.2142
E = 6008.4655
ELEV. - 113.39
14' —
ROAD WIDTH
SEE DETAIL ilD
Y` — `
`TO LDA "1
EXLSING��Y 1^1.�
wooer � 1
CONTROL PNT.*1322 I'
NEW REBAR
N = 4872.0345---�
E - 6168.8913
ELEV. - 109.98
1i
NOW - 3BO0
OVERALL DEPTH - 23]'
SEDIMENT STORAGE BERM 0.87' FILL VOLUMES HAVE BEEN NKAGEE0 BY TOW AND CLAY
STONE WEIR VOTH - 1200' VCLIA@S BY O E FOR SHRINKAGE WE f0 COMPACTION.
FEE DETNL C13 i 70TAL EXCAVATION VOLUME INCLUDES UNDERCUT FOR
�l 40 EDT KD.P.E LAMER
CONTROL PNT./314 Boll SEDIMENT SHALL BE REMOVED FROM
BURIED REBAR TRAP WHEN IT REACHES THE SEDIMENT
N = 4906.1114 - .� STORAGE DEPTH AS SHOWN
E = 6373.2319 I
ELEV. - 108.63
1
TO
— -- s ---- ` I i F-
III- � F-
I2 . 40 1 HD.P.E. LINERA_ _
LULL.... SEE DETAIL
II TPl7
SO.
` SCOUR TON C
SEE DETAIL
TAU
TOP OF TIM
17A,TWIDTH -
ijIII
INV. AT
I I
+ -
� HOW-
N 70 LF O• B-
O-H
-
SD' S7� it
' OFFSETT (TV)
(TIP)
„
NIGH END OP PAD11
- Ib2.00 —•
ELEV.. 113A8—
I ULM
CONTROL PNT.#1321
1+2--
NEW REBAR
N - 4528.6021 �E
1 -
."
-- - -
E - 6125.6880
-
]
ELEV. - 110.80
j
/
LONUOUT
CHUTE
U.
/
T
f�fEED T.—
/EIEV. - 11250
1
PRECAST COWL PULL PLUG BOX
-T - TOP - 115.15
BOTTOM - 112,40
pRC GE PIPE NV. - III 3f
LOWI END OF PAD
ELEV. - 113.23
9-ID 6
PA
TRUCK /l]
TURN AROUND/
AREA
iL"
LEGEND
iYY-`(Y-Y-YI
PROP05EU NOODSL
FASTING WYOODSLIN
N
EXISTING CONTOUR
M ----
FINISHED CONTOUR
PROPERTY LINE
MINIMUM BUILDING
-------
SETBACK LINE
v
W PVC DISCHARGE
77 OBSERVATION TRD
f� ID ---M-
TEMPORARY DIVER!
—�-
-+^-- SWALE / DIVERSO
®
4' X 8' CONG BLC
SPLASH PAD
IT
STAFF GAUGE
6
SOIL TEST PIT
PAR LAGOON. OFF
STAKEOUT POINTS
OWNER: SAM ENNIS
426 AQUAIRIUS DRIVE
WILMINGTON. NC 28405
GRAPHIC SCALE - lEJ
f/ ►l�n ar A 41.omde, III,
L p P6Y) Pw DIM tb, S30T8
l IeeM . tl R PWp�. 'INN [stone 21WL4
*� M URPHY�
�M>.MA►
FARMS TNG.'..
R 0 BOX 759 ROSE FILL.
(910) 289 - 21Ff NORTH CAROLINA 284W
COACHWHIP #3
N
2600 NURSERY
URSER Y
SAMPSON COUNTY
DRAWN BY. RPS
P u
3
'
APRIL 29, f997
CHECKED BY. RMM
SHEET I OF 3
SCALE. 1" = 40'

Y. NOTES
NATIONS SHOWN ON THIS PLAN SINE BASED ON AN ASSUMED BENCH-
EARTHWORK CALCULATION DATA
Nit ELEVATION AND OD NOT REPRESENT MEAN SEA LEVEL. DATUM.
METHOD USED: 5' MID
AVY VEGETATION AND/011 R007 MAT SMALL BE STRIPPED FROM
N AND LAGOON AREAS PRIOR TO PLACING FELL ROOTS N EXCESS
" 2INCHES IN DIAMETER MILL NOT BE ALLOWED N FILL SECTIONS
ALL SURVEY COLLECTIONS LOCATION & ELEVATION DATA
T07AL EXCAVATION S,49M CY EXCAVATED CLAY
MY STUMPS ENCOUNTERED IN LAGOON SIDE E SLOPES OR BOTTOM MUST
s REMOVED.
DONE BY WHITFIELD LAND SURVEYING, INC.
PAD AONE FILL 5.035 CY • SCOT) FOR LINER
LET 453-CY CLAY
GOON USER SMALL BE A 40 ITO THICK H.O.P.E USER MANUFACTIRED
_ _ _
NOT REOIRm
SUITABLE FOR LEER 0 CY
GSE NC. OR OWNER APPROVED EDUAL LAGOON UNER INSTALLATION
THE SITE EVALUATION FOR THIS FACILITY
483 453 CY
AM BE AS PER MANUFACIUREBS RECOMMENDATIONS.
WAS CONDUCTED BY MURPHY FAMILY FARMS PERSONNEL
E LAGOON IS BEING PLACED IN A 'MET AREA WTH THE WATER TABLE
ON APRIL 10, 1997.
• FILL VOLUMES HAVE BEEN ADMIED BV'2DL AND CLAY
VOLUMES BY 0 IS FOR SHRINKAGE DIRE TO COMPACTION.
BIND WRY NEAR EMSTNO GRADE THE CONTRACTOR
NTAIN
I
`• TOTAL
LINAGE LMEASURESLAG AT THE START OF THE vRS CONK AND MAINTAIN
MID M
IF/A UNTIL ALL LAGOON DRAWING AND UNNO IS COMPLETED.
S
/
EXCAVATION VOLUME INCLUDES UNDERCUT FOR
40 ml M.D.P.E. IMEq
E lA(mOR SHALL BE PREFNNR6ED wnl warEN To AT LEAST I/2 THE
iEATMENT ZONE DEPTH AS SOW AS THE USER IS COIWLETE AND HAS
EFN VESTED.
"%
TEMPORARY
BENCHMARK —
•
CONTROL PNT. /1018�
L FILL YATEgMLL PLACED ON LINE BUILDING PAD AND LAGOON DIKES
MALL BE COMPACTED 10 95X OF THE STANDARD PROCTOR MAXIMUM DRY
RR SPIKE LOCATED
ON COACHWHIP 1
# •_
NEW BAR
?MSTTV. TIE COMPACTION SMALL BE DOME WITH A SHEEPSFOOT KL ER.
LAGOON ELEVATION
DATA
N a 6262.6414
E_ 5947.9552
RULING PAD ELEV4DONS SHOWN ON THIS PLAN REPRESENT BLOC.
70P OF DOLE
ELEV. - 113.60
(
1 �'
/ ELEV. a t11.52
/
.AS SUBGRAOE. SEE BUUXNG PAU SECTION (LENGTH) DETAIL ON SHEET 2
)R GRAVE REFERENCE POML
BEGIN PUMPING
END PUMPING
ELEV. - 111.00
ELEV. - 108.80
nRx AROu�[ `
AREA
P60
MIDING PAC) AND LAGOON BME SIDE SLOPES SHALL BE 311 UNLESS
flNISHED BOTTOM
ELEV. = 112.84
Y/y
THERNSE NOTED ON PLAN.
RAISE TOP OF
TO ELEV.
DONE AS tiOWN
- 1)4.56
,
IY WAFER SUP y WELLS ARCED ON THE SITE SMALL BE A MFmLM OF
)F FROM THE CLOSEST POINT OF INC LAGOON.
I FEED FANS
- t /
IE FOLLOWNG ITEMS MALL BE DONE WITH REGARDS TO TIE LAGOON
MC71 BEFORE THE FACILITY IS OERTF1 :LAAPPROVED
I i EIEV . f 120p
T
/
l I PRppp5E0 RAD OTO COAGH1W
�- � � 1^
- ~r
R•
Z
RVUM. SEEDED MIND ISLILOIED INSIDE AND OTT: SCOUR ./
/ iLCADOUCMI
�LN�
i
ROTECOON DEVICES INSTALLED AT THE DISCHARGE PIPES THE
TAFF GAUGE INSTALLED.
-_- _ =. f
_ �� _ '� SETBACK
( I W
FORE BEGINNING EXCAVATION AN OBSERVATION TRENCH SHALL OF DUG
ROUND THE LAGOON AS SHOWN TO DETERMINE WHETHER DRAIN TILE IS
/ -
/ _- _ -� .�J �+
_r.--4 p..0
•�
CON AREA. THE SHALL. HE A MRGMUW OF
FEET DEEP ANDIN THE D4 FEET WOE AND MAIL9E OU15NX ME TOE OF THE
.. - - _-.a_*d ROAD
P r _ _
rr
AGDON AS 900. IF ANY DRAIN TILE IS FOUND IT SHRILL BE REMOVED
OUELETP.Y FROM THE LAGOON/ AREA OUTSIDE THE TRENCH WE TILE
HALL BE DINER CAPPED OFF OR REROHED AROUND THE LAGOON AS
RECEO BY THE ENGINEER.
E ER09OI CONTROL MEASURES SHOW ON THE PLAN ARE INTENDED - '- '
3 A GUIDE. THE EROSION Mm SEOMENTATM CONTROL REGULATIONS BOTTOM 11q IVj
/ TM NOBW CAROUNA ARE PUSOMANCE BASLD AND ADDITIONµdSCMAR(E PIPE WV.. 1f1, 71167.00(/DSO' SEEDAO(F �_--BLOIt_11L�
ITE. IT I YW L NEO MINE TO PREVENT SEDIMFTIT FROM LEANING 1TIE ' ROM 3' TIE IT N TIE CH M ASURES RESP0119MUTY TO NRONDE AND L -
WNTAIN ALL SUCH YEASVNES ' LOW FIND CF PAb_T� -S9�T _ .�-._- -
TWC ROTES BURIED REBAR-
EL 1)L511N8ED AREAS SHALL BE SEEDED FFRTUZED AND MULLED AS IN. 6033.9OD9 ` III�OBgRVATON
aOM AS PossBLE AFTER FlMAL GWAIXNIi IS COMPLETED. T1R4
E 4- I "f
'--"'�-' —7 LF OF 6" PVC -
� �II DITCH
LEGEND
4CLDES NSIDL SLOPES OF THE LAGOON.
E 104..9
ELEV - I04,93 I I
1 e T.7
`
WEPARE DISTURBED AREAS FOR SEEDING BY GRADING IN ALL SURFACE
IAIER dVERSONS AND ENANNC i0 FINAL LRADES MOON ON PLAN.
\
�, I II_
1 -R
v1
N A
EXISTING METLANI
L_�
S0� I I
J•PLT LME AND TERIIUIDL NEVI DISH TO PREPARE A 3 TO 4 INCH
I I
�SCOVR
RE ETAN i V: R EX=MG CONTOM
MOOTH SEEDBED. APPLY SEED AND FIRM SNORED WTH A
1 E. I I
PROECIION DEITY
SEC DOTAL
i
® g I I --ov FlNIFIEO CCN70U
ULTIPACKER OR SIMILAR EQUIPMENT. APPLY MACH AND SECURE
AM A MULCH ANCHORING TOOL OR NEITNG
\3
•R1I
_
F.
,
PROPERLY LAME
AMENDMENTS
\
+` .,
I
4G H.D➢®tNER
SEE DE WL
�I _ MINIMUM BULGING
1 CBS. OF 10-10-10 IER!GCR (LOOT IDS/ACRE)
TONS OE 00.'L 0 WE (2 TONS/ACRE)
.,
11 ' `
a '•4 II
\ _�_____-
l-_-__ __.-.
TOP Of DIKE SETBACK LANE
Wg1H - 120a ,1 w 9' PVC DISCHARC
BANES OF SMALL MASS $'RAW (fOp BALES/ACRE)
y
TJ`
III
\
EEEi � � _ _ _ - _ OBSERVATION TRI
"
I
_1/-S,
•••WWW111 J
_.
1_ I I
LNG 9GIEOLAF.
\ 1'II
_ _. .�--��
' 111�
y ��'o�f TEMPORARY INVEF
TR
LOS OF FESCUE (60 LABS/ACRE) SEPT 1 TO MOV 30
\
SB' I
-
_ - 223 Do -`
l- - J--
•f ^�
SWALE / owts.
AS OF RYE GRAM (30 U IS/ACRE) NRAN cop Rx I—.
`
,
I
J•
,.N
T
® 4' X 8' CONIC. BL
95 OF UNIUllEO COMMON BERMUDA CUR (10 IB$/ACRE)
LOS OF RYE CRASS (4D LABS/ACRE) DEC 1 TO MAR 30
•n
1
?
i i - -�
-=
I / I �TD�_ _ _
_'I
_ _�
_ 0. -
,r SLASH PAD
ALES
LOS OF'PENBAOXX BAHIA GRASS (60 UBS/ACE) MAR IS TO MN 15
.BS BF HULLED COMMON BERMUDA CRASS (SLBSIAOE) APR I TO JUL 31
`
V
CONTROL.PNfi1 /2
BURIED REBAIq
N - 5790:17
J ��jL _ _ v- = .-- ' '-
�" J
M' - o-A
MDTR - 00' �1
AA STAFF GAUGE
!o' STAKEOUT
OFFSTT TP)
( is SOL TEST PIT
LL AREA TO BE SEEDED AND WL(3E0 - 23 ACES (AVPROX)
E = 4B82.b221 \
ELEV. - 97.04 '�
' OVFIIALL DEPTH - 2S/'
OVERALL STORAGE OFPTI1
_ _
U. n. D. LAGOON. OF
- 0.8T
STONE
nF - 12ASEE
STA OUT POW
\.
g
®
cRArHIc scAl�
g
SENT SHALL BE REMOVED FROM �1/�-
TRAP WHEN IT REACHES THE SEDBENT
r" OWNER: SAM ENNIS
R 426 AQUAIRIUS DRIVE
STORAGE DEPTH AS SHOWN
m WILMINGTON• NC 28405
ILK- A
iiI
►zn andAss1ocmW It
... Wk• INK. 3MIA6
^+wr. 'bM CsaEiw 274%
�MURPHY`
AL
ul
COACHWHIP #4
SAMPSON COUNTY
DRAWN BY. SRC
MAY 5, 1997
CHECKED BY. RMM
� >m:'
FARMS TNT..
P.0 BOX759 ROSE NRL.
2600 NURSERY
F : (910) 289, - 2111 NORM CAROLWA 284M
SHEET T OF 3
SCALE: 7- - 40'
�..,,^:�

ERAL NOTES
E1.EWTMS SHOWN ON THUS PLAN ARE BASED ON AN ASSUMED GENCH-
NUN ELEVATION AND GO NOT REPRESENT NEAR SEA LEVEL DATUM.
HEAVY VECETATON AND/OR ROOT MAT SHALL BE STRIPPED FROM
PAD µIF LAGOON AREAS PRIOR TO PLACING RILL RDDTS N EXCESS
OF 2 INCHES IN DIAMETER WLL NOT BE ALLOWED IN FILL SLcnMS.
µY SM PS ENCOUNTERED IN LACCEH SIDE SLOPES OR BOTTOM MUST
BE REMOVED.
LAC" LNER SMALL BE A 40 11,11 THICK N.D.PE LINER MAKFAC16M
BY SSE INC. OR O1NE.4 APPROVED EQUAL LAOOOII LINER INSTALLATION
SHALL BE AS PER MANUFACTURERS RECOMMENDATIONS
THE LAGOON IS BEING PLACED IN A WET AREA WITH THE WATER TABLE
BEING VERY HEAR EIDSRNG GRADE. THE CONTRACTOR SMALL INSTALL
ORAWUGE MEASURES AT THE START OF THE PROJECT AND MAINTAINTNEII I 'M ALL LAG" GRADNC AND LINING IS COPLETED.
THE LAGOON SHALL BE PRECNARCED WITH WATER TO AT LEAST 1/2 THE
TREATMENT ZONE DEPTH AS SOON AS THE UNER IS COMPLETE AND HAS I ,
BEEN TESTER
ALL FILL MATERIAL PLACED ON THE BUILDING PAD AND LAGOON DINES
MALL BE COMPACTED TO 95X OF THE STANDARD PROCTOR HAM MM DRY
DENSITY. THE COMPACTION SHALL BE DONE WITH A SIHEEPSFOOT ROLLER.
BIIILNM PAD C EVA71ONS SHOW ON THIS PLAN REPRESENT BLDG. J
FSLR! SUBSUME. SEE BUILDING PAU SECTION (LENGN) OETAL ON SHEET 2 {
R GRADE REFERENCE PONT.
BUILDING PAD AND LAGOON OME SIDE SLOPES SHALL BE 3:1 UNLESS
OTLRNNTSE NOTED ON
PLAN,
ANY 1NITER SUPPLY WELLS PLACED ON THE SITE SHALL BE A MNWRAI OP
'Do' rROH THE Hi.OSEST POINT or THE "cooN. _^
THE FOLLONWG ITEMS SHALL BE DONE WITH REGARDS TO ME LAGOON - `--^--
COA1RIlCnDN BETORE TIME FACIIIY IS CERTIFIED: LAGOON ONES
FERILIZED, 7R.711ED µIF MULCHED NSIOE ANO OUF, APPFROVED SCOIAE
PNDIECTMTN DEVICES INSTALLED AT THE OSCIHARGE PIPES; THE
STAFF GAUGE INSTALLED.
KFORE BEGINNING EXCAVATION AN OBSERVATION TRENCH SHALL BE DIRK'
AROUND WE LAGOON AS SHOWN TO DEIEHDANE L1HE7iffR GRAN TILE IS
PRESENT IN THE LIICOON AREA NNE 1REHCN SHALL ff A WI411UY G
5 FEET DEEP AND 4 FEET WOE AW SHALL BE OUTSIDE THE TCE O' 1NE
LAGOON AS SHOWN. IF µY DRAIN TILE IS FOUND IT SMALL BE REMOVED
COMPLETELY FROM THE LAGOON AREA OUTSIDE T11E TRENCH THE TILE
SHALL BE EITHER CAPPED OFF OR REAOITED MOUND THE LAGOON AS
DIRECTED BY THE ENGINEER.
NE EROSNN CONTROL MEASURES SHOWN ON THE PLAN ARE INTENDED
AS A ODE DINE [ROSHN AND SEOQENTAnON COMIRCL REGULATIONS
IN NORTH CINOUNA ARE PERFOR11µlE BASED µIF AOOTIDNALj
MEASURES MAY BE REQUIRED TO PREVENT SEDIMENT EWM
ALL SURVEY COLLECTIONS LOCATION & ELEVATION DATA EARTHWORK CAI D. 11 ARID DATA
DONE BY WHITFIELD LAND SURVEYING, INC. METHOD USER s aH0
TOTAL EXCAVATION 5.174 CY •• EXCAVATED CLAY
THE SITE EVALUATION FOR THIS FACILITY / PAID AND DXE FILL 4,SB0 CY • REIlD FOR LNFR
WAS CONDUCTED ON APRIL 10, 1997 e% UTABIE FOR UNEER MET�O CY 4 CY CLAY NOT REQUIRED
V WASH: 594 CY
�~ • FILL VOLUMES HAVE BEp ADJUSTED BY 2019 AND CLAY
MINES By X FOR SIXNNXAGE ME TO CONPACOa1.
•\ �, 60 " TOTAL EXCAVATION VOLUME INCLUDES UNDERCUT FOR
' F • / 40 mD KI).P.L LNER
14' MIN.
ROAD YAD1H /
SEE DETAIL -
® r PROPOSED ROAD 10
MGM END OF PAD
EIEV. - 113.59 -
111
D+
CONTROL PINT. 0114
BURIED REBAR
N 6033.6476 —
LEANNG THE CD 7H_ E - 5522.5010
SITE IT
Ml THE
MEASURES
REsvON57el{,In To PROVIDE AND ELEV. = 109.76
'ONO NDTES
ALL DISTURBED AREAS SHALL BE SEEDED, FEROUZED AND M,LC11E0 AS
SOW AS POSSIBLE AFTER FINAL GRADING IS COUPLE LED, MS
IIVCLUCES NUDE SLOPES OF THE LAGOON.
PREPAE DISTURBED µING SAS FOR SEEDINC BY GRADING IN ALL SURFACE
CURTER DIVJRSONS µIF SHAP70 FWA GRACES SHOWN ON ELµ.
APPLY USE µIF FERlIU2ER THUM DW 70 PREPARE A 3 TD 4 INCH
SMOOTH SEEDBED. APPI-Y SE.ED µIF PI SEEDBED W1H A
a1"PACKER OR SOLl,1A EOUR+MOIT. APPLY MULCH AND SECURE
MTH A MULCH ANCHO RING TOG. OR NETTING
. AMENDMENTS:
'o U " or iD-"--" FERTNIZEa 1000 I6S./ACE)
TONS OF OOOMITIC LAME (2 TONS/ACE)
BALES OF SMALL OHNN STRAW (100 BALES/ACRE)
OM SCHEDULE
TER
LRS OF FESOIE (60 lBi/ACHE) SEPT 1 TO NOV 3p
L8S O' B1E {RAN (30 HEMS/ACE) nwr LTW For leewe
LBS OF UNNULLED COMMON BERMUDA GRASS C/0 LBS/SLOE)
LBS OF RYE GRASS (4o IDS/ACRE) DEC 1 70 Mµ 30
IMER
LOS OF
LAS OF FULLED CO COMMON BER4MUDAA CRASS (aM%ACK) APR TO
TOJJUN LS 31
M. AREA TO BE SEEDED AND MULCHED - 2.5 ACRES (APPROL)
Q
0
CONTROL PHI. /113
BURIED REBAR
- N = 5821.90139
E - 5320.2671
ELEV. = 108.53
TOP O
WIDDTHF
LOADOUT
CHUTE
FEYAWS
6E-LE-v.2.7D
D�
85 LF OF E- PVC
NV
r o . ATUna•
EAGODN
5C0Up i60TEC110N OEMCE
EE-METµ
/? 40 mB H.D.PE LINER
SEE DETAIL ® J
11 3
II
3 ^-
ll
11
--- TES �BW--
T[)
_•_ --_ ^_---;-
�(`
_�-
LFNGIN
UNIT" . 38.00•
OVERALL DEPTH - 23Y
/`
%
SEGMENT STORAGE OFPTIH - O.B7,
STONE WEIR IpGTI - W
SEEDECLl ,1
V/
NOIF
TRAP * IT ALLA REMOVED FROM
TRAP G ED IT REACHES NNE SEDIMENT
STORAGE OEP1F1 AS SHOWN
TRUCKNO
1
PRECAST CONC, PULL PLUG BOX
TOP - 115.06
BOTTOM - 112-32
WSON— -C INv, - 111.i2
_-I- ENO OF PAD
ELEV. - 11511 A1�,� , L'
12, .. -"-------.�
FIi dk AL, 'fflL
11
II
1 TEIPINMY OILERSON \ wil
I
Il
II
T 1
CONTROL PNT. #115
BURIED REBAR
11
N - 5937.3528--+9
1 H
E = 6032.3979
11`
ELEV. = JoD.55 /
\_SO' STMtEWT
GFs[T <TrP)
/ pP
��y kly3
TEMPORARY BENCHMARK
(RR SPIKE) LOCATED ON COACHWHIP SITE J1
LAGOON ELEVATION n
TOP OF DIKE ELEV - 113.10
BEGIN PUMPING ELEV. - 110.50
END PUMPING ELEV. - 108.40
CONTROL ENT. /228
L PNT.
GRAPHIC SCALE
FINISHED BOTTOM ELEV. - ID2.2O
BURIED REBAR
R
RAISE TOP OF DINE AS SHOWN
N = 56 ---o
TO ELEV. - 113.60
E 5687.8813
4269
ELEV. = 108.84
N Ms- r n
�MURPHYI=mmiIiiNNE- COACHWHIP
(9 G, 2� FARMS7ND. � 12600 NURS
P 0. BOX 759 ROSE HILL,
NORTH CAROLINA 2R458
F
V)
LEGEND
�WYYYY\ PROPOSED WDOD'
EXISTING WOODSL
- EXISTING CONTOU
a r Ac
EXISTING
a a a a �
WEnANi
--N—_
FINISHED COTOLI
'-"---
PROPERTY LINE
_____�-_.
MINIMUM BUILDING
SE7BACJ( LINE
MF
B' Pvc ascxARG
_
OBSERVATION THE
t w �•--+f-
TE~ANy DIVER
SWALE / DMRSIL
®
4' X lY CCNC BV
SPLASH PAD
0c
STAFF GAUGE
15
SOIL TEST PIT
PAD, LAGOON, OI
SiANEOUT PON75
OWNER' SAM ENNIS
426 AQUAIRIUS DRIVE
WILMINGTON, NC 28405
0 Ae6DdateB, lm
"�T NNW C-oinP 2TUM
#5
ERYAPRIL
L
SAMPSON COUNTY
DRAWN BY: RIGS
29, 1997
CHECKED 8Y, RMM
SHEET } OF 3
SCALE: 7" = 40'
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ALL SURVEY COLLECTIONS LOCATION & ELEVATION DATA
DONE BY WHITFIELD LAND SURVEYING, INC.
THE SITE EVALUATION FOR THIS FACILITY
WAS CONDUCTED BY MURPHY FAMILY FARMS PERSONNEL
ON APRIL 10. 1997.
THIS SITE WAS CLEARED PRIOR TO CONSTRUCTION, THEREFOR
NO OBSERVATION TRENCH IS NEEDED.
1
I
1
I
I
1
1
I
•we rN.TaPP
—
STa[ 1AI IFININ - PAa
I ,surr�P�wPPa1 NF TAa® �.
Mk ■ - F.]I �
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P1P��
ALEX- 9 FARYIfY I 2 J
-T. J
� FAF'. � T1PA0
1
- f.l
GRAPHIC SCALE SITE y2 AND THE EXISTING LAGOON ARE CURRENTLY CONSTRUCTED.
THEY ARE NOT PART OF THIS DESIGN, EXCEPT FOR GRADING RELATED TO
THE CONSTRUCTION OF THE STAGE 2 LAGOON.
(wiml
Rm- eon
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wKP,E�a¢m A
PaAp a�a v
a ti rM YA,F,Ni uan W uc u
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STAR
s sm•
PAD.
.m
amak SAY om
428 AgI1A1tlU$ DR
wJS\K K NC 2
[phone] EX
fff W��04�
��MURPHYi- COACHWHIP #6 r DEC.SAMPSON,COUNTY DRANK BY: .- J
�r FARMS TNC.� DEC. 5, 7997 CHECKED 8Y: JES
P, Q 8OK 759 � HILL 2600 NURSERY SHEET 2OF 7 SCALE: I' = 50'
PROVE: (970) 289 - 2111 NORTH CARODw 28CW _

OPERATION & MAINTENANCE PLAN
management should be a year-round priority. It is especially
;a�? a.Xit� le7;-Ia�e 'evels so that you do not have problems during extended rainy and
wi` 'i penLods.
Niaxlrau6 s of —age ,opacity should be available in the lagoon for periods when the
recevirg crop is dormant (such as wintertime for bermudagrass) or when there are
ynCied rainy ells such as the thunderstorm season in the summertime, This means
jai at the rirs., H,;g ;s of plant growth in the later winter/early spring, irrigation according to
a ;arPtn waste zaana,p;ment plan should be done whenever the land is dry enough to
receive lagoon hquid. This will make storage space available in the lagoon for future wet
peaods.n thy: dewy summer/early fall the lagoon should be pumped down to the low
ma~keA (see Fig -a,— 2-1) to allow for winter storage, Every effort should be made to
m4intain the lag!xn chose to the minimum liquid level as long as the weather and waste
utilization plan wil:. allow it.
Waiting until t .y lagoon has reached its maximum storage capacity before starting to
irrigate does nc, v_�ae room for storing excess water during extended wet periods,
Overflow frorn ale lagoon for any reason except a 25-year, 24-hour storm is a violation of
state law and s,_b=t to penalty action.
The routine maa,::te.nal;ce of a lagoon involves the following;
,,Ia '.Iitenance of a vegetative cover for the dam,
t?escue or common bermudagrass are the most common vegetative
covers. The vegetation should be fertilized each year, if needed, to
maintain a vigorous stand. The amount of fertilizer applied should be
based on a soils test, but in the event that it is not practical to obtain
soils test each year, the lagoon embankment and surrounding areas
should be fertilized with 800 pounds per acre of 10-10-10, or
�,l�ivalent.
Brush and trees on the embankment must be controlled. This may be
done by mowing, spraying, grazing, chopping, or a combination of
4nese practices. This should be done at least once a year and
possibly twice in years that weather conditions are favorable for
heavy vegetative growth,
NOTE: 1; vegetation is controlled by spraying, the herbicide must not be allowed to enter
til.. lagoon wat:i. Such chemicals could harm the bacteria in the lagoon that are treating
the waste.
Maintenance inspections of the entire lagoon should be made during the initial filling of
the lagoon and at least monthly and after major rainfall and storm events. Items to be
checked should include, as a minimum, the following;
Waste Inlet Pipes, Recycling Pipes, and Overflow Pipes ---look for;
1. separation of joints
2. cracks or breaks
3, accumulation of salts or minerals
4. overall condition of pipes

-°pin surface ---look for:
undesi able vegetative growth
Loating or lodged debns
..,i7ba-iklment --- look for:
:. settlement, cracking, or "jug" holes
side slope stability ---slumps or bulges
wet or damp areas on the back slope
erosion due to lack of vegetation or as a result of wave action
rodent damage
AT.r:v be subject to liner damage due to wave action caused by strong
�d zz`; erode Cne lagoon sidewalls, thereby weakening the lagoon dam,
Mood :iwill reduce the potential damage caused by wave action. If
se- ous damage to a lagoon sidewall, baffles in the lagoon may be
�,ave impacts,
,.t.:-�s could lead to erosion and weakening of the dam. If your lagoon has
07 you should call an appropriate expert familiar with design and
lagoons. You may need to provide a temporary fix if there is a threat
a lvvastm disc°age, However, a permanent solution should be reviewed by the
echnical exper,. Any digging into a lagoon dam with heavy equipment is a serious
Eder king ° �'.:Z �:�_-ten tialiy semous consequences and should not be conducted unless
"eoonn.mendedby sn appropriate technical expert,
:. .sier Pumps ---,neck for proper operation of;
.recycling pumps
irrigation pumps
.l�ecl� foa laa: , 100se fittings, and overall pump operation. An unusually loud or grinding
a'A&4.. a.mioJ ant of vibration, may indicate that the pump is in need or repair or
men..,
1 imp:tg systems should be inspected and operated frequently enough so that you
air InC°b con, plet""ly "`surprised" by equipment failure. You should perform your pumping
system rnainten�in�•e at a time when your lagoon is at its low level. This will allow some
safety time sho ud major repairs be required, Having a nearly full lagoon is not the time
to think about ;wiiching, repairing , or borrowing pumps. Probably, if your lagoon is full,
your neighbor' z lagoon is full also. You should consider maintaining an inventory of spare
parts or pumps,
�Sua_fave water diversion features are designed to carry all surface
,.rainage waters (such as rainfall runoff, roof drainage, gutter outlets,
and parking lot runoff) away from your lagoon and other waste
treatment or storage structures, The only water that should be
coming from your lagoon is that which comes from your flushing
(washing) system pipes and the rainfall that hits the lagoon directly.
Yoe should inspect your diversion system for the following:
l . adNuate vegetation
2, diversion capacity
31 ridge berm height

be corrected promptly. It is advisable to inspect your system
Ay following a heavy rain. If technical assistance is needed to
ions, con
Sult with appropriate experts.
ota &'10 d re-- . - �:A level oe the lagoon just prior to when rain is predicted, and then
rxd *l1z 1ew = s,=:: 4 to 6 hours after the rain (assumes there is no pumping). This will
Five you an iClt . b a i much your lagoon level will rise with a certain rainfall amount
em u a�kust a<� .. -.wording your rainfall for this to work). Knowing this should help in
ianx�kiri x"rgA imr. applications and storage. If your lagoon rises excessively, you may
L'4Vv 42; Anfloy 'N "M from a surface water diversion or there may be seepage into the
lagoon :from: one s-u7rounding land.
lagoon ®peg^
Startup;
'.7 —41at ly after construction establish a complete sod cover on bare soil
�� awes to avoid erosion.
:. lagoon design treatment volume at least half full of water before
loading begins, taking care not to erode lining or bank slopes.
into tree lagoon should have a flexible pipe extender on the
v. r, 0.'-' the pipe to discharge near the bottom of the lagoon during initial
Al-..•g Cr another means of slowing the incoming water to avoid erosion of
•; Possible, begin loading new lagoons in the spring to maximize
3 u ial estabiis;:ment (due to warmer weather).
r c mrnended that a new lagoon be seeded with sludge from a healthy
.K bg swine lagoon in the amount of 0.25 percent of the full lagoon
� -: d volume, :'his seeding should occour at least two weeks prior to the
.c.�AtiorA of wastewater.
a periodic check on the lagoon liquid pH. If the pH falls below
add agricultural lime at the rate of 1 pound per 1000 cubic feet of
a n Liquid volume until the pH rises above 7.0, Optimum lagoon liquid
-'H s between 7.5 and 8.0.
:A LzrLc :olor, lack of bubbling, and excessive odor signals inadequate
)ioiogical activity. Consultation with a technical specialist is recommended
-he.s- conditions occur for prolonged periods, especially during the warm
-zi.S01n.
} gyp• ;,�.
°the more frequer ly and regularly that wastewater is added to a lagoon, the better the
lagoon will N, ction, Pltish systems that wash waste into the lagoon several times daily are
0Dtimum for Pit recharge systems, in which one or more buildings are drained
and recharged ra`h day, also work well.

=� ce water conservation ---minimize building water usage and
m' Fran: =tatting waterers, broken pipes &nd washdown through
,t.- mxA-eaance and water conservation,
Ue f5e:' Wastage and spillage b� keeping feeders adjusted. This
�d ce tl.e amount of solids entering the lagoon
lagoor. liquid level between the permanent storage level and
ary storage level.
r 'visibie markers or stakes on the lagoon bank to show the
-. 1:liquid level and the maximum liquid lever (Figure 2.1).
i ribatimg at the earliest possible date in the spring based on
rNuirements and soil moisture so that temporary storage
.:.axlrnized for the summer thunderstorm season. Similarly,
Art the late summer/early fall to provide maximum lagoon
=:' ��� fear the winter.
'40011 liquid level should never be closer than 1 foot to the lowest
eti he Cla mn or embankment,
-#t pump the lagoon liquid level lower that the permanent storage
'ess you. ate removing sludge,
float pump intakes approximately 18 inches underneath the liquid
and as far away from the drainpipe inlets as possible.
'ce nt additions of bedding materials, long-stemmed forage or vegetation,
Feed, plastic syringes, or other foreign materials into the lagoon.
re�tiy remove solids from catch basins at end of confinement houses or
'U11N3•ever they are installed.
Gemsrain strict vegetation, rodent, and varmint control near lagoon edges.
. cb allow tr;es or large bushes to grow on lagoon dam or embankment.
lie sludge from the lagoon either when the sludge storage capacity is
is ills 50 percent of the permanent storage volume,
production is to be terminated, the owner is responsible for
-yin g and implementing a closure plan to eliminate the possibility of a
,c': �, tart discharge.
S>U ge Remrival,
Rate ef i .goc- -'Laga buildup can be reduced by;

"- �aaoc'n 5 Zing,
:oi`^s separation of flushed waste � A lob ,
5e tlaZg c;w b ushed waste solids in an appropriately designed basin, or
4,4�4 wastage and spillage.
TA Moved annually rather than stored long term will;
- .r.ore lvrnd to properly use the nutrients,
sP::dge r7:d lagoon liquid with a chopper -agitator impeller
= '.,abcagh large -bore sprinkler irrigation system onto nearby cropland;
incor-ate,
"e yob:' pal of lagoon by irrigation onto nearby cropland or
• : x emzining sludge; pump into liquid sludge applicator; Haul
,
r : Zd 04.t3 cropland or forageland; and soil incorporate,
'e the up per part of lagoon by irrigation onto nearby cropland or
sludge from lagoon with dragline or sludge barge; berm
_ .A 'bes-.de lagoon to receive the sludge so that liquids can drain back
.gin swig sludge to dewater; haul and spread with manure spreader
o iorageland; and soil incorporate.
r^'fod, you :;lust have the sludge material analyzed for waste
world o•-r lagoon water. The sludge will contain different
"rcn :he liquid. The application of the sludge to fields will be
- ants as via] as any previous waste applications to that field and crop
y. :_aA,;�mtior rates will be discussed in detail in Chapter 3,
owz, I ti, You rn-sA also pay attention to the liner to prevent damage. Close
r..
may7 or drag -line operator will ensure that the lagoon liner remains
rna:tekai or the synthetic liner material being disturbed, you should
and not resume until you are sure that the sludge can be
;he liner is damaged it must be repaired as soon as
rct cv, ."_ , „e :agccr, has a much higher phosphorus and heavy metal content
than liquid, 3z;ca`:.�5k of tiis it s�oald probably be applied to land with low phosphorus
a soil test, and incorporated to reduce the chance of
hne sludge :s applied to fields with very high soil -test phosphores, it
a
<n 4_ i s goal to the crop removal of phosphorus. As with other
wastes, Lways =,ave your lagoon sludge analyzed for its nutrient value,
The applica,tio^ a:' sludge will increase the amount of odor at the waste application site.
Extra orecautio:n ,o1W-ld be used to observe the wind direction and other conditions which
could °ncrease rono ern, of neighbors.

'ktisY,� -Z900n r .allure
arg wastewater
,gad disch a of from the structure. Types
di Rail Ass :r c•. � ;t' g age tr r�t,gh the bottom or sides, Overtopping, and breach of the
dam° ass �r�=::$ uesigr• and construction, the owner has he responsibility for
ens . ang str s-TrtY. itei:, which may lead to lagoon failures include:
d= ,M"On o, tae, lagoon structure ---an example is the la
damp k'.:Out praper design and construction. (Consult an expert inment of a 1pe
oo design before placing any pipes in dams,)
evels---high levels are a safety risk,
to insP=t and maintain the dam,
Su7face water flowing into the lagoon,
--protect from inlet pipe scouring, damage during sludge
or rua tlure from lowering lagoon liquid level below groundwater
aR" Aagc `yas'r is allowed to overtop the dam, the moving water will soon cause
V'!" UeS to for.. e dam. �?nce this damage starts, it can quickly cause a large discharge
of waztewat � 5,r ?ossib e darn: failure,