310016_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: 31-0016 Certificate Of Coverage Number: AWS310016
2. Facility Name: DM Farms Sec 1 Site 1 & Sec 2 Site 5
3. Landowner's Name (same as on the Waste Management Plan): Ironside Investment Management LLC
4. Landowner's Mailing Address: PO Box 1139
City: Wallace State: NC Zip: 28466-1139
Telephone Number: 910-285-1005 Ext. E-mail: [e-mail]
.5. Facility's Physical Address: 734 Waycross Rd
City: Magnolia State: NC Zip: 28453
6. County where Facility is located: Duplin
7. Farm Manager's Name (if different from Landowner): A J Linton
a. Farm Manager's telephone number (include area code): 910-285-1357 Ext.
9. Integrator's Name (if there is not an Integrator, write "None"): Murphy -Brown LLC
10. Operator Name (OIC): Alfred J. Linton Phone No.: 910 285 1005
11. Lessee's Name (if there is not a Lessee, write "None"): f3 0 ,
12. Indicate animal operation type and number:
Current Permit: Operations Type
9lo-ab"-- 13s7
Allowable Count
Swine - Feeder to Finish 15,840
Operation Types:
OIC 4: 18625
Swine Cattle Dry Poultry Other Types
Wean to Finish Daisy Calf Non Laying Chickens Horses - Horses
Wean to Feeder Dairy Heifer Laying Chickens Horses - Other
Farrow to Finish Milk Cow Pullets Sheep - Sheep
Feeder to Finish Dry Cow Turkeys Sheep - Other
Farrow to Wean Beef Stocker Calf Turkey Pullet
Farrow to Feeder Beef Feeder
Boar/Stud Beef Broad Cow Wet Poultry
Gilts Other Non Laying Pullet
Other Layers

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)
Unknown)
Capacity
(Cubic Feet)
Estimated
Surface Area
(Square Feet)
Design Freeboard
'Redline"
(Inches)
DMI-1
1p555-
,
/Pt!Grsoo
19.50
DM2-5
f9945
c:'-f^'wit
[tf vl .7,
r� �..1 f" O
19.50
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application
as required by NC General Statutes 143-215.10C(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 snecialist 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: 2019PermitRenewal®ncdenr.gov

I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included, this application package will be returned to me as incomplete.
Note: In accordance with NC General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement,
representation, or certification in any application may be subject to civil penalties up to $25,000 per violation. (18 U.S.C.
Section 1001 provides a punishment by a fine of not more than $10,000 or imprisonment of not more than 5 years, or both for
a similar offense.)
Printed Name of Signing Official (Landowner, or if multiple Landowners all landowners should sign. If Landowner is a
corporation, signature should be by a principal executive officer of the corporation):
Name: /7 3 L i /( /'i Title: J fl oil Da/fl e/{ /4 Mir
r
Date:
Name: Title:
Signature: Date:
Name: Title:
Signature: 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 mmnber: [phone]
E-mail: [e-mail]
FORM: RENEWAL -STATE GENERAL 02/2019

ROY COOPER
Covernor
MICHAEL S. REGAN
Secretary
LINDA CULPEPPER
Director
NORTH CAROLINA
Environmental' Quality
February 27, 2019
Ironside Investment Management LLC
DM Farms Sec 1 Site 1 & Sec 2 Site 5
PO Box 1139
Wallace, NC 28466-1139
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 https://deq.nc.gov/about/divisions/water-resources/water-quality-regional-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 order to assure your continued coverage under the State Non -Discharge General Permits, you must submit an application for
permit coverage to the Division. Enclosed you will find a "Request for Certificate of Coverage Facility Currently Covered by an
Expiring State Non -Discharge General Pennit." The application form must be completed, signed and returned by April 3, 2019.
Please note that you must include one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with the
completed and signed application form. A list of items included in the CAWMP can be found on page 2 of the renewal
application form.
Failure to request renewal of your coverage under a general permit within the lime 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.
Enclosures
cc (w/o enclosures):
Sincerely,
Jon Risgaard, Section Chief
Animal Feeding Operations and Groundwater Section
Wilmington Regional Office, Water Quality Regional Operations Section
Duplin County Soil and Water Conservation District
AFOG Section Central Files - AWS310016
Murphy -Brown LLC
DE67
North Carolina Department of Env3ronmentaf q us!ity I Division
of Water Resources
es
N. Salisbury St. 11636 blab Service Center I Raleigh, North Carolina 276994636
919.707.9000

WASTE UTILIZATION PLAN
Facility Number: 31-16
Facility COC Number: AWS310016
Facility Name: DM Farms Section 1 Site 1 Facility Section 2 Site 5
Landowner's Name: Ironside Investment Management, LLC
Landowner's Mailing Address: PO Box 1139 Wallace, NC 28466
Facility's physical address: 734 Waycross Road Magnolia, NC 28453
Type of Operation: Feeder - Finish
Number of Animals: 15,840
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.
NUP Page 1

WASTE UTILIZATION PLAN
Amount of Waste Produced Per Year (gallons, ft, tons, etc.)
15.840 animals.1_9 (tons) waste/animal/year = 30,096.0 (amt.) waste/year.
Amount of Plant Available Nitrogen (PAN) Produced Per Year
15.840 animals . 2_3 lbs. PAN/animal/year =
(PAN from N.C. Tech. Guide Std. 633)
36,432.0 lbs. PAN/year.
Applying the above amount of waste is a big job. You should plan time and have
appropriate equipment to apply the waste in a timely manner.
The following acreage will be needed for waste application based on the crop to be grown
and surface application:
Table 1: ACRES OWNED BY PRODUCER SEE PAGE 2a
*This N is from animal waste only. If nutrients from other sources such as commercial
3rtilizer 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 Carolina to have a nutrient management plan that addresses
all nutrients. This plan only addresses Nitrogen.
NUP Page 2

Tract
Field
No.
Soil
Type
WASTE UTILIZATION PLAN
Table 1: ACRES OWNED BY PRODUCER
Crop Lbs. N Acres Lbs. N
Per Acre Utilized
Month of
Application
S1S1
1-4
Foreston
Soybeans
133
10.0
1330
Apr-Sep15
S1S1
1-4
Foreston
overseed
10
10.0
100
Sep - Apr
S1S1
Aerway 1-4
Foreston
Soybeans
133
11.1
1476.3
April - Sep 15
S1S1
Aerway 1-4
Foreston
Overseed
10
11.1
111
Sep - Apr
S1S1
5a-10a
Foreston
Switchgrass
250
22.0
5500
March-August31
S1S1
Aerway 5a-10a
Foreston
Switchgrass
250
30.0
7500
March- August 31
S1S1
5b-12b
Foreston
Soybeans
133
22.0
2926
Apr-Sep15
S1S1
5b-12b
Foreston
Overseed
10
22.0
220
Sep - Apr
S1S1
Aerway5b-12b
Foreston
Soybeans
133
30.0
3990
Apr-Sep15
S1S1
Aerway5b-12b
Foreston
Overseed
10
30.0
300
Sep - Apr
S1S1
13-17
Foreston
Soybeans
133
15.8
2101.4
Apr - Sep 15
S1S1
13-17
Foreston
Overseed
10
15.8
158
Sep - Apr
S1S1
Aerway 13-17
Foreston
Soybeans
133
22.0
2926
April-Sep15
S1S1
Aerway 13-17
Foreston
Overseed
10
22.0
220
Sep - Apr
S1S1
18-20b
Foreston
Soybeans
133
11.8
1569.4
Apr-Sep15
S1S1
18-20b
Foreston
Overseed
10
11.8
118
Sep - Apr
S1S1
Aerway18-20b
Foreston
Soybeans
133
16.3
2167.9
April - Sep 15
S1S1
Aerway 18-20b
Foreston
Overseed
10
16.3
163
Sep - Apr
S2S5
21-22b
Goldsboro
Corn
148
8.5
1258
Feb 15-June
S2S5
21-22b
Goldsboro
Wheat
136
8.5
1156
Sep - Apr
S2S5
Aerway21-22b
Goldsboro
Corn
148
11.6
1716.8
Feb15-June
S2S5
Aerway21-22b
Goldsboro
Wheat
136
11.6
1577.6
Sep - Apr
S2S5
23-26b
Autryville
Corn
104
15.6
1622.4
Feb15-June
5255
23-26b
Autryville
Wheat
104
15.6
1622.4
Sep - Apr
S2S5
Aerway23-26b
Autryville
Corn
104
22.0
2288
Feb15-June
S2S5
Aerway23-26b
Autryville
Wheat
104
22.0
2288
Sep - Apr
5255
27a-30
Torhunta
Corn
138
25.9
3574.2
Feb 15-June
S2S5
27a-30
Torhunta
Wheat
111
25.9
2874.9
Sep - Apr
S2S5
Aerway 27a-30
Torhunta
Corn
138
38.5
5313
Feb 15 - June
S2S5
Aerway27a-30
Torhunta
Wheat
111
38.5
4273.5
Sep - Apr
S2S5
31-34
Blanton
Corn
70
24.8
1736
Feb 15-June
5255
31-34
Blanton
Wheat
77
24.8
1909.6
Sep - Apr
S2S5
Aerway 31-34
Blanton
Corn
70
34.0
2380
Feb 15-June
S2S5
Aerway31-34
Blanton
Wheat
77
34.0
2618
Sep - Apr
S1S1
Aerway35
Foreston
Soybeans
133
12.0
1596
Apr - Sep 15
S1S1
Aerway 35
Foreston
Overseed
10
12.0
120
Sep - Apr
TOTAL
NUP Page 2a Rotation 1
156.4
227.5
29776.3 Reels
43025.1 Aerway

WASTE UTILIZATION PLAN
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
Per Acre Utilized Application
# No. Type
Total
* See footnote for Table 1.
Totals from above Tables
Reels
Aerway
Acres Lbs. N Acres Lbs. N
Utilized Utilized
Table 1
Table 2
Total
Amount of N P oduced
Surplus or Deficit
156.40
29,776.30
0
156.4
29,776.30
36,432.00
6,655.70
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.
Table 1
Table 2
Total
Amount of N Produced
Surplus or Deficit
227.50
43,025.10
0
227.5
43,025.10
36,432.00
(6,593.10)
NUP Page 3 Rotation 1

Tract
Field
No.
Soil
Type
WASTE UTILIZATION PLAN
Table 1: ACRES OWNED BY PRODUCER
Crop Lbs. N Acres Lbs. N
Per Acre Utilized
Month of
Application
S1S1
1-4
Foreston
Corn
137
10.0
1370
Feb15-June
S1S1
1-4
Foreston
Wheat
111
10.0
1110
Sep - Apr
S1S1
Aerway 1-4
Foreston
Corn
137
11.1
1520.7
Feb 15 - June
S1S1
Aerway 1-4
Foreston
Wheat
111
11.1
1232.1
Sep -Apr
S1S1
5a-10a
Foreston
Switchgrass
250
22.0
5500
March-August31
S1S1
Aerway 5a-10a
Foreston
Switchgrass
250
30.0
7500
March-August31
S1S1
5b-12b
Foreston
Corn
137
22.0
3014
Feb 15-June
S1S1
5b-12b
Foreston
Wheat
111
22.0
2442
Sep - Apr
S1S1
Aerway5b-12b
Foreston
Corn
137
30.0
4110
Feb15-June
S1S1
Aerway 5b-12b
Foreston
Wheat
111
30.0
3330
Sep - Apr
S1S1
13-17
Foreston
Corn
137
15.8
2164.6
Feb15-June
S1S1
13-17
Foreston
Wheat
111
15.8
1753.8
Sep -Apr
S1S1
Aerway 13-17
Foreston
Corn
137
22.0
3014
Feb 15-June
S1S1
Aerway 13-17
Foreston
Wheat
111
22.0
2442
Sep - Apr
S1S1
18-20b
Foreston
Corn
137
11.8
1616.6
Feb 15-June
S1S1
18-20b
Foreston
Wheat
111
11.8
1309.8
Sep - Apr
S1S1
Aerway 18-20b
Foreston
Corn
137
16.3
2233.1
Feb 15-June
3131
Aerway 18-20b
Foreston
Wheat
111
16.3
1809.3
Sep - Apr
S2S5
21-22b
Goldsboro
Soybeans
149
8.5
1266.5
Apr-Sep15
S2S5
21-22b
Goldsboro
Overseed
10
8.5
85
Sep - Apr
S2S5
Aerway21-22b
Goldsboro
Soybeans
149
11.6
1728.4
April - Sep 1s
S2S5
Aerway21-22b
Goldsboro
Overseed
10
11.6
116
Sep - Apr
S2S5
23-26b
Autryville
Soybeans
100
15.6
1560
Apr - Sep 15
S2S5
23-26b
Autryville
Overseed
10
15.6
156
Sep - Apr
S2S5
Aerway 23-26b
Autryville
Soybeans
100
22.0
2200
April - Sep 15
S2S5
Aerway 23-26b
Autryville
Overseed
10
22.0
220
Sep - Apr
S2S5
27a-30
Torhunta
Soybeans
136
25.9
3522.4
Apr-Sep15
S2S5
27a-30
Torhunta
Overseed
10
25.9
259
Sep -Apr
S2S5
Aerway 27a-30
Torhunta
Soybeans
136
38.5
5236
April - Sep 15
S2S5
Aerway 27a-30
Torhunta
Overseed
10
38.5
385
Sep - Apr
S2S5
31-34
Blanton
Soybeans
81
24.8
2008.8
Apr-Sep15
S2S5
31-34
Blanton
Overseed
10
24.8
248
Sep - Apr
S2S5
Aerway 31-34
Blanton
Soybeans
81
34.0
2754
April-Sep15
S2S5
Aerway 31-34
Blanton
Overseed
10
34.0
340
Sep - Apr
S1S1
Aerway 35
Foreston
Corn
137
12.0
1644
Feb 15 -June
S1S1
Aerway 35
Foreston
Wheat
111
12.0
1332
Sep - Apr
TOTAL
NUP Page 2a Rotation 2
156.4
227.5
29386.5 Reels
43146.6 Aerway

WASTE UTILIZATION PLAN
Table ZACRES 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
# No. Type Per Acre Utilized Application
Total
* See footnote for Table 1.
Totals from above Tables
Reels
Aerway
Acres Lbs. N Acres Lbs. N
Utilized Utilized
Table 1
Table 2
Total
Amount of N Produced
Surplus or Defcit
156.40
29,386.50
0
156.4
29,386.50
36,432.00
7,045.50
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.
Table 1
Table 2
Total
Amount of N Produced
Surplus or Deficit
227.50
43,146.60
0
227.5
43,146.60
36,432.00
(6,714.60)
NUP Page 3 Rotation 2

i
WASTE UTILIZATION PLAN
See attached map showing the fields to be used for the utilization of waste water.
Application of Waste by Irrigation
Crop
Field
No.
Soil Type
Application
Rate (In/Hr
Application
Amount (In.)
1 thru 4
Foreston
Corn / Wheat / Soybeans
0.5
1
5a thru 12a
Foreston
Switchgrass
0.5
1
5b thru 12b
Foreston
Corn / Wheat / Soybeans
0.5
1
13 thru 17
Foreston
Corn / Wheat / Soybeans
0.5
1
18 thru 20b
Foreston
Corn / Wheat / Soybeans
0.5
1
21 thru 22b
Goldsboro
Corn / Wheat / Soybeans
0.5
1
23 thru 26b
Autryville
Corn / Wheat / Soybeans
0.6
1
27a thru 30
Torhunta
Corn / Wheat / Soybeans
0.45
1
31a thru 34
Blanton
Corn / Wheat / Soybeans
0.75
1
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.
** 2 Lagoons
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 staff gauge.
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:
This NUP reflects wettable acres for reels and aerways.
These farms use an aerwav system, hard hose traveler and dry hydrant system for irrigation. The method
of nutrient removal is through having and the use of row crops.
In the crop years following soybeans the 20# residual was taken off the overseed the 10# remaining
if used will be deducted from the corn.
If the overseed following the sorghum is irrigated on the amount used will be deducted from the
following crop.
NUP Page4

WASTE UTILIZATION PLAN
REQUIRED SPECIFICATIONS
1 Animal waste shall not reach surface waters of the state by runoff, drift, manmade
conveyances, direct application, or direct discharge during operation or land
application. Any discharge of waste which reaches surface water is prohibited.
2 There must be documentation in the design folder that the producer either owns or
has an agreement for use of adequate land on which to properly dispose of waste,
he/she shall provide a copy of an agreement with a landowner who is within a
reasonable proximity, allowing him/her the use of the land for waste application. It
is the responsibility of the owner of the facility to secure an update of the Waste
Utilization Plan when there is a change in the operation, increase in the number of
animals, method of utilization, or available land.
3 Animal waste shall be applied to meet, but not exceed, the nitrogen needs for
realistic crop yields based on soil type, available moisture, historical data, climatic
conditions, and level of management, unless there are regulations that restrict the
rate of application for other nutrients.
4 Animal waste shall be applied to land eroding less than 5 tons per acre per year.
Waste may be applied to land that is eroding at 5 or more tons, but less than 10
tons per acre per year providing grass filter strips are installed where runoff leaves
the field. (See FOTG Standard 393 - Filter Strip).
5 Odors can be reduced by injecting the waste or disking after waste application.
Waste should not be applied when there is danger of drift from the irrigation field.
6 When animal waste is to be applied on acres subject to flooding, it will be soil
incorporated on conventionally tilled cropland. When applied to conservation tilled
crops or grassland, the waste may be broadcast provided the application does not
occur during a season prone to flooding. (See "Weather and Climate in North
Carolina" for guidance.)
7 Liquid waste shall be applied at rates not to exceed the soil infiltration rate such that
runoff does not occur offsite or to surface waters and in a method which does not
cause drift from the site during application. No ponding should occur in order to
control odor or flies.
8 Animal waste shall not be applied to saturated soils, during rainfall events, or when
the surface is frozen.
NUP Page5

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

WASTE UTILIZATION PLAN
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 preplant with no further applications
of 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 markers. A marker will be
required to mark the maximum storage volume for waste storage ponds.
21 Waste shall be tested within 60 days of utilization and soil shall be tested at least
annually at crop sites where waste products are applied. Nitrogen shall be the rate -
determining element. Zinc and copper levels in the soils shall be monitored and
alternative crop sites shall be used when these metals approach excessive levels.
pH shall be adjusted for optimum crop production and maintained. Soil and waste
analysis records shall be kept for five years. Poultry dry waste application records
shall be maintained for three (3) years. Waste application records for all other
waste shall be maintained for five (5) years.
22 Dead animals will be disposed of in a manner that meets North Carolina
regulations.
NUP Page 7

WASTE UTILIZATION PLAN
WASTE UTILIZATION PLAN AGREEMENT
Name of Farm: DM Farms Section 1 Site 1 Facility Section 2 Site 5
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 Environmental 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: JI+d// fifa litdeglmen/ /y% /-
(please print)
Signature:
Date: /off / 5
Name of Manager (If different from owner):
Signature: Date:
Name of Technical Specialist: (please print): AJ Linton
Affiliation: Murphy Family Ventures LLC
Address (Agency): P.O. Box 1139
Wallace NC 28466
Signature:
Date: /off /—/5
NUP Page 8

ANIMAL WASTE UTILIZATION AGREEMENT
(Needed only if additional land has to be leased, etc.)
I, DM I ctrms cA QoseWig hereby give Ircn5iP' rtaatt-menI 115* -
permission to apply animal waste from his Waste Utilization System on 221. 8 acres
of my and 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: 00 for PM fanMS Date: /%-a I- l/
Waste Producer. �[ 4�/ Y° Zpar.o%C Date: �/c2/- I/
Technical Representative: Ci a
SWCD Representative:
Date: // o2/ 4
Date:
Term of Agreement: )flO✓em/jer"/ 20 1l toLJv'epn/et/ alt_I
(Minimum of Ten Years on Cost Shared Items)
(See Required Specification No. 2)
Page 9

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734 Waycross Rd - Google Maps
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Imagery ©2019 Google, Map data ©2019 Google 200 ft,
734 Waycross Rd
Magnolia, NC 28453
Photos
https://www.goog!e.com/maps/place/734+Waycross+Rd +Magnolia,+NC+28453/@34.8530894,-78.1499203,893m/data=!3m 1! 1 e3!4m5!3m4!1 s0x89a... 1/2

Facility: DM1-1 #3142
Phone Number: 910-289-4585
911 Address: 734 WAYCROSS ROAD Magnolia NC 28453
Directions to Farm:
TAKE HIGHWAY 903 WEST FROM MAGNOLIA, 4.4 MILES FROM THE STOP LIGHT IN MAGNOLIA. TURN RIGHT ON BONHAM ROAD.
PROCEED DOWN BONHAM UNTIL THE ROAD TURNS right. Continue straight down Waycross rd ,APPROXIMATELY 3 MILES. JUST BEFORE THE ROAD
TURN LEFT ONTO THE ROAD MARKED DM1-1, Barns 1- 6.
Effluent Handling System Emergency Procedure
In the event of an actual or potential spill take the following steps in order:
1) STOP and CONTAIN the release.
2) Utilize emergency contact list to notify one of the contacts of the situation.
3) Stay with the actual or potential release to ensure it is stopped or contained; do not
leave until instructed to do so.
Effluent Handling Emergency Contact List
Start with the first contact and continue to call until you talk to someone, do not leave message.
Names (in order to be contacted)
1) Eric Short
2) Tonya Branson
3) Kendall Huffman
4) Al Linton
5) Larry Matthis Jr.
6) Greg Wulf
7) Terry Tate
Office Mobile# Home#
[phone] [phone] [phone]
[phone]
[phone] [phone]
[phone] [phone]
[phone]
[phone]
[phone]
[phone]
[phone]
[phone] [phone]
Return to the top of the list and start again until someone is contacted.

Production System Emergency Procedure
In the event of a suspected disease outbreak take the following steps in order.
1) Ensure bio-security measures are taken and minimize traffic in and out of farm.
2) Contact your manager and/or your primary contact.
In the event of a power/water failure take the following steps in order.
1) Contact your manager and/or primary contact.
Intervention Levels Sow Herd Size
2400 3800 7200 4400
# of sows off feed in 1 day - >10% in one location ( barn, row, or room )
#ofabortsin2dayperiod- 3 5 7 6
# of aborts in 1 week - 6 10 16 12
Weekly Stillborn % - 10% 10% 10% 10%
Weekly PWM - 20% 20% 20% 20%
Sow Mortality - 10% 10% 10% 10%
Nursery and Finishing - > 1% mortality in any one day
Production Emergency Contact List
Start at the first contact and continue to call until you talk to someone, do not leave message.
Names (in order to be contacted)
1) Eric Short
2) Doug Norris
3) Mike Hall
4) Clifton Ball
5) Larry Matthis Jr.
6) Greg Wulf
7) Terry Tate
Office Mobile# Horne#
[phone] 10) 284-0301 [phone]
[phone] 10-385-4894
910-271-1050
252-286-8616
[phone]
[phone] [phone]
[phone] [phone]
[phone] [phone]
Return to the top of the list and start again until someone is contacted.

Emergency Procedure for Fire, Medical, and Property Damage
1) Contact the appropriate personnel using the Safety emergency number contact list.
2) Contact your manager and/or primary contact.
Safety Emergency Contact Numbers
1) Eric Short
2) Larry Matthis Jr.
3) Mike Brown
4) Ambulance
5) Fire Dept
6) Police/Sheriff Dept
7) (Area) Hospital - Duplin
8) (Area) Clinic - Dr. Ricci
9) Poison Control
10) Highway Patrol
Office
[phone]
Mobile# Home#
10) 284-0301 [phone]
[phone]
10) 271-0996 [phone]
[phone]
[phone]
911
911
911
[phone]
[phone]
[phone]
[phone]
Location of main electrical shut off: Front of barns
Location of main gas shut off: N/A
Electric Company: FOUR COUNTY EMC
Account/Meter # : 28727
Phone #: [phone]

Facility: DM1-4 #3143
Phone Number: 910-532-2516
911 Address: 4355 WAYCROSS ROAD Magnolia NC 28453
Directions to Farm:
TAKE HIGHWAY 903 FROM MAGNOLIA. 5 1/2 MILES FROM STOP LIGHT IN MAGNOLIA, TURN RIGHT ON HIGHWAY 1120. PROCEED
APPROXIMATELY 2 MILES, CROSSING THE DUPLIN, SAMPSON COUNTY LINE. THE ROAD NUMBER WILL CHJANGE TO SMAPSON
COUNTY SR 1943. CONTINUE ON THROUGH WAYCROSS ABOUT 3/4 MILE. DM 1- 4 ENTRANCE WILL BE ON THE RIGHT SIDE OF
ROAD APPROXIMATELY 1/4 MILE BEYOND THE DELL FARM.
Effluent Handling System Emergency Procedure
In the event of an actual or potential spill take the following steps in order:
1) STOP and CONTAIN the release.
2) Utilize emergency contact list to notify one of the contacts of the situation.
3) Stay with the actual or potential release to ensure it is stopped or contained; do not
leave until instructed to do so.
Effluent Handling Emergency Contact List
Start with the first contact and continue to call until you talk to someone, do not leave message.
Names (in order to be contacted)
Office Mobile# Home#
1) Eric Short [phone] [phone] [phone]
2) Tonya Branson [phone]
3) Kendall Huffman
4) A.J. Linton
[phone] [phone]
[phone] [phone]
5) Larry MatthisJr. [phone]
6) Greg Wulf
7) Terry Tate
[phone]
[phone]
[phone]
[phone]
[phone] [phone]
Return to the top of the list and start again until someone is contacted.

Production System Emergency Procedure
In the event of a suspected disease outbreak take the following steps in order.
1) Ensure bio-security measures are taken and minimize traffic in and out of farm.
2) Contact your manager and/or your primary contact.
In the event of a power/water failure take the following steps in order.
1) Contact your manager and/or primary contact.
Intervention Levels
# of sows off feed in 1 day -
# of aborts in 2 day period -
# of aborts in 1 week -
Weekly Stillborn %-
Weekly PWM -
Sow Mortality -
Nursery and Finishing -
2400
6
10%
20%
10%
Sow Herd Size
3800 7200 4400
>10% in one location ( barn, row, or room
5 7)
6
10 16 12
10% 10% 10%
20% 20% 20%
10% 10% 10%
> 1% mortality in any one day
Production Emergency Contact List
Start at the first contact and continue to call until you talk to someone, do not leave message.
Names (in order to be contacted)
Office Mobile# Home#
1) Eric Short [phone] [phone] [phone]
2) Mike Hall 910-271-1050
3) Doug Norris 910-385-4894
4) Clifton Ball 252-286-8616
5) Larry Matthis Jr.
6) Greg Wulf
7) Terry Tate
[phone]
[phone]
[phone]
[phone]
[phone]
[phone] [phone]
Return to the top of the list and start again until someone is contacted.

Emergency Procedure for Fire, Medical, and Property Damage
1) Contact the appropriate personnel using the Safety emergency number contact list.
2) Contact your manager and/or primary contact.
Safety Emergency Contact Numbers
1) Eric Short
2) Larry Matthis Jr.
3) Mike Brown
Office Mobile# Home#
[phone] [phone] [phone]
[phone] [phone] [phone]
[phone] [phone]
4) Ambulance 911
5) Fire Dept 911
6) Police/Sheriff Dept 911
7) (Area) Hospital - Duplin [phone]
8) (Area) Clinic - Dr. Ricci [phone]
9) Poison Control [phone]
10) Highway Patrol [phone]
Location of main electrical shut off: Front of barns
Location of main gas shut off: N/A
Electric Company: Four County Phone # : [phone]
Account/Meter # : 28367

Insect Control Checklist for Animal Operations
Source Cause BMPs to Control Insects Site Specific Practices
Flush gutters
/ Liquid Systems
• Accumulation of solids 4r Flush system is designed and operated sufficiently
to remove accumulated solids from gutters as
designed
0"Remove bridging of accumulated solids at
discharge
Lagoons and pits • Crusted solids 0/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
Excessive vegetative • Decaying vegetation 77 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.
Dry Systems
Feeders • Feed spillage O Design, operate, and maintain feed systems
(e.g., bunkers and troughs) to minimize the
accumulation of decaying wastage
D Clean up spillage on a routine basis (e.g., 7- to 10-
day interval during summer; 15- to 30-day interval
during winter)
AMIC - November 11, 1996, page 1

Insect Control Checklist for Animal Operations
Source Cause BMPs to Control Insects
Feed storage • Accumulations of feed O Reduce moisture accumulation within and around
residues 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)
D Inspect for and remove or break up accumulated
solids in filter strips around feed storage as needed
Animal holding areas • Accumulations of animal D Eliminate low areas that trap moisture along fences
wastes and feed wastage and other locations where waste accumulates and
disturbance by animals is minimal
O Maintain fence rows and filter strips around animal
holding areas to minimize accumulations of wastes
(i.e., inspect for and remove or break up
accumulated solids as needed)
Dry manure handling • Accumulations of animal O Remove spillage on a routine basis (e.g.,
systems wastes 7- to 10-day interval during summer; 15- to 30-day
interval during winter) where manure is loaded for
land application or disposal
O Provide for adequate drainage around manure
stockpiles
D Inspect for and remove or break up accumulated
wastes in filter strips around stockpiles and manure
handling areas as needed
Site Specific Practices
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

Swine Farm Waste Management Odor Control Checklist
Source
Farmstead
Cause
• Swine production
BMPs to Minimize Odor
Ci3' Vegetative or wooded buffers
Cir Recommended best management practices
C "Good judgment and common sense
Site Specific Practices
Animal body • Dirty manure -covered E( Dry floors
surfaces animals
Floor surfaces
• Wet manure -covered floors L9' Slotted floors
i ( Waterers located over slotted floors
I07 Feeders at high end of solid floors
Cl Scrape manure buildup from floors
D Underfloor ventilation for drying
Manure collection • Urine 0 Frequent manure removal by flush, pit recharge,
pits • Partial microbial or scrape
decomposition D Underfloor ventilation
Ventilation exhaust • Volatile gases
fans • Dust
21" Fan maintenance
0 tfficient air movement
Indoor surfaces • Dust
t Washdown between groups of animals
O Feed additives
O Feeder covers
O Feed delivery downspout extenders to feeder
covers
Flush tanks
• Agitation of recycled lagoon 0 Flush tank covers
liquid while tanks are filling 0 Extend fill lines to near bottom of tanks with
anti -siphon vents
Flush alleys • Agitation during wastewater 0 Underfloor flush with underfloor ventilation
conveyance
AMOC - November 11, 1996, page 1

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

Swine Farm Waste Management Odor Control Checklist
Source
Settling basin surface
Cause
• Partial microbial
decomposition
• Mixing while filling
• Agitation when emptying
BMPs to Minimize Odor
❑ Extend drainpipe outlets underneath liquid level
❑ Remove settled solids regularly
Site Specific Practices
Manure, slurry, or
sludge spreader
outlets
• Agitation when spreading
• Volatile gas emissions
❑ Soil injection of slurry/sludges
❑ Wash residual manure from spreader after use
❑ Proven biological additives or oxidants
Uncovered manure,
slurry, or sludge on
field surfaces
• Volatile gas emissions while
drying
❑ 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
O Proper disposition of carcasses
Dead animal disposal • Carcass decomposition
pits
❑ Complete covering of carcasses in burial pits
❑ Proper location/construction of disposal pits
Incinerators • Incomplete combustion
O Secondary stack burners
Standing water •
around facilities •
Improper drainage
Microbial decomposition of
organic matter
0' Grade and landscape such that water drains away
from facilities
Manure tracked onto
public roads from
farm access
• Poorly maintained access
roads
0/Farm access road maintenance
AMOC - November 11, 1996, page 3

Additional Information:
Available From:
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
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
AMOC - November 11, 1996, page 4

Version —November 26, 2018
Mortality Management Methods
Indicate which method(s) will be implemented.
When selecting multiple methods indicate a primary versus secondary option.
Methods other than those listed must be approved by the State Veterinarian.
P imary Secondary Routine Mortality
Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
I 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.
n n Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
® El Rendering at a rendering plant licensed under G.S. 106-168.7.
I 1 I I Complete incineration according to 02 NCAC 52C .0102.
El (-j A composting system approved and permitted by the NC Department of Agriculture & Con-
sumer J 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.
n n 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).
El El Any method which, in the professional opinion of the State Veterinarian; would make possible
the salvage of part of a dead animal's value without endangering human or animal health.
(Written approval by the State Veterinarian must be attached).
�-( Mass Mortality Plan
1 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.
gnature of Farm
Owner/Manager
Date
:z -/6-/9
Signature of Technical Specialist
Date

OPERATION & MAINTENANCE PLAN
Proper lagoon management should be a year-round priority. It is especially important to manage
levels so that you do not have problems during extended rainy and wet periods.
Maximum storage capacity should be available in the lagoon for periods when the receiving crop is
dormant (such as wintertime for bermudagrass) or when there are extended rainy spells such as a
thunderstorm season in the summertime. This means that at the first sign of plant growth in the
later winter / early spring, irrigation according to a farm waste management plan should be done
whenever the land in dry enough to receive lagoon liquid. This will make storage space available in
the lagoon for future wet periods. In the late summer / early fall the lagoon should be pumped down
to the low marker (see Figure 2-1) to allow for winter storage. Every effort should be made to
maintain the lagoon close to the minimum liquid level as long as the weather and waste utilization
plan will allow it.
Waiting until the lagoon has reached its maximum storage capacity before starting to irrigated does
not leave room for storing excess water during extended wet periods. Overflow from the lagoon for
any reason except a 25-year, 24-hour storm is a violation of state law and subject to penalty action.
The'routine maintenance of a lagoon involves the following:
• Maintenance of a vegetative cover for the dam. Fescue or common bermudagrass
are the most common vegetative covers. The vegetation should be fertilized each
year, if needed, to maintain a vigorous stand. The amount of fertilized applied should
be based on a soils test, but in the event that it is not practical to obtain a soils test
each year, the lagoon embankment and surrounding areas should be fertilized with
800 pounds per acre of 10-10-10, or equivalent.
Brush and trees on the embankment must be controlled. This may be done by
mowing, spraying, grazing, chopping, or a combination of these practices. This
should be done at least once a year and possibly twice in years that weather
conditions are favorable for heavy vegetative growth.
NOTE: If vegetation is controlled by spraying, the herbicide must not be allowed to enter the lagoon
water. Such chemicals could harm the bacteria in the lagoon that are treating the waste.
Maintenance inspections of the entire lagoon should be made during the initial filling of the lagoon
and at least monthly and after major rainfall and storm events. Items to be checked should include,
as a minimum, the following:
Waste Inlet Pipes, Recycling Pipes, and Overflow Pipes -- look for:
1. separation of joints
2. cracks or breaks
3. accumulation of salts or minerals
4. overall condition of pipes
MOO 202041513
2

Lagoon surface -- look for:
1. undesirable vegetative growth
2. floating or lodged debris
Embankment -- look for:
1. settlement, cracking, or "jug" holes
2. side slope stability -- slumps or bulges
3. wet or damp areas on the back slope
4. erosion due to lack or vegetation or as a result of wave action
5. rodent damage
Larger lagoons may be subject to liner damage due to wave action caused by strong
winds. These waves can erode the lagoon sidewalls, thereby weakening the lagoon dam.
A good stand of vegetation will reduce the potential damage caused by wave action. If
wave action causes serious damage to a lagoon sidewall, baffles in the lagoon may be
used to reduce the wave impacts.
Any of these features could lead to erosion and weakening of the dam. If your lagoon has
any of these features, you should call an appropriate expert familiar with design and
construction of waste lagoons. You may need to provide a temporary fix if there is a
threat of a waste discharge. However, a permanent solution should be reviewed by the
technical expert. Any digging into a lagoon dam with heavy equipment is a serious
undertaking with potentially serious consequences and should not be conducted unless
recommended by an appropriate technical expert.
Transfer Pumps -- check for proper operation of:
1. recycling pumps
2. irrigation pumps
Check for leaks, loose fittings, and overall pump operation. An unusually loud or grinding
noise, or a large amount of vibration, may indicate that the pump is in need of repair or
replacement.
NOTE: Pumping systems should be inspected and operated frequently enough so that
you are not completely "surprised" by equipment failure. You should perform your
pumping system maintenance at a time when your lagoon is at its low level. This will
allow some safety time should major repairs be required. Having a nearly full lagoon is
not the time to think about switching, repairing, or borrowing pumps. Probably, if your
lagoon is full, your neighbor's lagoon is full also. You should consider maintaining an
inventory of spare parts or pumps.
• Surface water diversion features are designed to carry al! surface drainage
waters (such as rainfall runoff, roof drainage, gutter outlets, and parking lot
runoff) away from your lagoon and other waste treatment or storage
structures. The only water that should be coming from your lagoon is that
which comes from your flushing (washing) system pipes and the rainfall that
hits the lagoon directly. You should inspect your diversion system for the
following:
1. adequate vegetation
2. diversion capacity
3. ridge berm height
M00202041514
3

Identified problems should be corrected promptly. It is advisable to inspect your system
during or immediately following a heavy rain. If technical assistance is needed to
determine proper solutions, consult with appropriate experts.
You should record the level of the lagoon just prior to when rain is predicted, and then
record the level again 4 to 6 hours after the rain (assumes there is no pumping). This will
give you an idea of how much your lagoon level will rise with a certain rainfall amount
(you must also be recording your rainfall for this to work). Knowing this should help in
planning irrigation applications and storage. If your lagoon rises excessively, you may
have an overflow problem from a surface water diversion or there may be seepage into
the lagoon from the surrounding land.
Lagoon Operation
Startup:
1. Immediately after construction establish a complete sod cover on bare soil
surfaces to avoid erosion.
2. Fill new lagoon design treatment volume at least half full of water before waste
loading begins, taking care not to erode lining or bank slopes.
3. Drainpipes into the lagoon should have a flexible pipe extender on the end of the
pipe to discharge near the bottom of the lagoon during initial filling or another
means of slowing the incoming water to avoid erosion of the lining.
4. When possible, begin loading new lagoons in the spring to maximize bacterial
establishment (due to warmer weather).
5. It is recommended that a new lagoon be seeded with sludge from a healthy
working swine lagoon in the, amount of 0.25 percent of the full lagoon liquid
volume. This seeding should occur at least two weeks prior to the addition of
wastewater.
6. Maintain a periodic check on the lagoon liquid pH. If the pH falls below 7.0, add
agricultural lime at the rate of 1 pound per 1000 cubic feet of lagoon liquid volume
until the pH rises above 7.0. Optimum lagoon liquid pH is between 7.5 and 8.0.
7. A dark color, lack of bubbling, and excessive odor signals inadequate biological
activity. Consultation with a technical specialist is recommended if these
conditions occur for prolonged periods, especially during the warm season.
Loading:
The more frequently and regularly that wastewater is added to a lagoon, the better the
lagoon will function. Flush systems that wash waste into the lagoon several times daily
are optimum for treatment. Pit recharge systems, in which one or more buildings are
drained and recharged each day, also work well.
4 1100202041515

• Practice water conservation --- minimize building water usage and spillage from
leaking waterers, broken pipes and washdown through proper maintenance and water
conservation.
• Minimize feed wastage and spillage by keeping feeders adjusted. This will reduce the
amount of solids entering the lagoon.
Management:
• Maintain lagoon liquid level between the permanent storage level and the full
temporary storage level.
• Place visible markers or stakes on the lagoon bank to show the minimum liquid level
and the maximum liquid level. (Figure 2-1).
• Start irrigating at the earliest possible date in the spring based on nutrient
requirements and soil moisture so that temporary storage will be maximized for the
'summer thunderstorm season. Similarly, irrigate in the late summer / early fall to
provide maximum lagoon storage for the winter.
• The lagoon liquid level should never be closer than 1 foot to the lowest point of the
darn or embankment.
• Don not pump the lagoon liquid level lower than the permanent storage level unless
you are removing sludge.
• Locate float pump intakes approximately 18 inches underneath the liquid surface and
as far away from the drainpipe inlets as possible.
• Prevent additions of bedding materials, long-stemmed forage or vegetation, molded
feed, plastic syringes, or other foreign materials into the lagoon.
• Frequently remove solids from catch basins at end of confinement houses or
wherever they are installed.
• Maintain strict vegetation, rodent, and varmint control near lagoon edges.
• Do not allow trees or large bushes to grow on lagoon dam or embankment.
• Remove sludge from the lagoon either when the sludge storage capacity is full or
before it fills 50 percent of the permanent storage volume.
• If animal production is to be terminated, the owner is responsible for obtaining and
implementing a closure plan to eliminate the possibility of a pollutant discharge.
Sludge Removal:
Rate of lagoon sludge buildup can be reduced by:
5
M00202041516

• proper lagoon sizing,
• mechanical solids separation of flushed waste,
• gravity settling of flushed waste solids in an appropriately designed basin, or
• minimizing feed wastage and spillage.
Lagoon sludge that is removed annually rather than stored long term will:
• have more nutrients,
• have more odor, and
• require more land to properly use the nutrients.
Removal techniques:
• Hire a custom applicator.
• Mix the sludge and lagoon liquid with a chopper - agitator impeller pump through large -
bore sprinkler irrigation system onto nearby cropland; and soil incorporate.
• Dewater the upper part of lagoon by irrigation onto nearby cropland or forageland; mix
remaining sludge; pump into liquid sludge applicator; haul and spread onto cropland or
forageland; and soil incorporate.
• Dewater the upper part of lagoon by irrigation onto nearby cropland or forageland;
dredge sludge from lagoon with dragline or sludge barge; berm an area beside lagoon
to receive the sludge so that, liquids can drain back into lagoon; allow sludge to
dewater; haul and spread with manure spreader onto cropland or forageland; and soil
incorporate.
Regardless of the method, you must have the sludge material analyzed for waste
constituents just as you would your lagoon water. The sludge will contain different
nutrient and metal values from the liquid. The application of the sludge to fields will be
limited by these nutrients as well as any previous waste applications to that field and crop
requirement. Waste application rates will be discussed in detail in Chapter 3.
When removing sludge, you must also pay attention to the liner to prevent damage.
Close attention by the pumper or drag -line operator will ensure that the lagoon liner
remains intact. If you see soil material or the synthetic liner material being disturbed, you
should stop the activity immediately and not resume until you are sure that the sludge can
be removed without liner injury. If the liner is damaged it must be repaired as soon as
possible.
Sludge removed from the lagoon has a much higher phosphorus and heavy metal content
than liquid. Because of this it should probably be applied to land with low phosphorus and
metal levels, as indicated by a soil test, and incorporated to reduce the chance of erosion.
Note that if the sludge is applied to fields with very high soil -test phosphors, it should be
applied only at rates equal to the crop removal of phosphorus. As with other wastes,
always have your lagoon sludge analyzed for its nutrient value.
The application of sludge will increase the amount of odor at the waste application site.
Extra precaution should be used to observe the wind direction and other conditions which
could increase the concern of neighbors.
6
Mo0202042527

Possible Causes of Lagoon Failure
Lagoon failures result in the unplanned discharge of wastewater from the structure.
Types of failures include leakage through the bottom or sides, overtopping, and breach of
the dam. Assuming proper design and construction, the owner has the responsibility for
ensuring structure safety. Items which may lead to lagoon failures include:
• Modification of the lagoon structure -- an example is the placement of a pipe in the dam
without proper design and construction. (Consult an expert in lagoon design before
placing any pipes in dams.)
• Lagoon liquid levels -- high levels are a safety risk.
• Failure to inspect and maintain the dam.
• Excess surface water flowing into the lagoon.
• Liner integrity -- protect from inlet pipe scouring, damage during sludge removal, or
rupture from lowering lagoon liquid level below groundwater table.
NOTE: If lagoon water is allowed to overtop the dam, the moving water will soon cause
gullies to form in the dam. Once this damage starts, it can quickly cause a large
discharge of wastewater and possible dam failure.
7
M00202041518

perator:S1S4 County: Duplin Date: 12/04/95
`ance to nearest residence (other than owner): 1500.0 feet
AVERAGE LIVE WEIGHT (ALW)
O sows (farrow to finish) x 1417 lbs. = 0 lbs
O sows (farrow to feeder) x 522 lbs. = 0 lbs
7920 head (finishing only) x 135 lbs. = 1069200 lbs
O sows (farrow to wean) x 433 lbs. = 0 lbs
O head (wean to feeder) x 30 lbs. = 0 lbs
Describe other 0
Total Average Live Weight = 1069200 lbs
MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 1069200 lbs. ALW x Treatment Volume(CF)/lb. ALW
Treatment Volume(CF)/lb. ALW 1 CF/lb. ALW
Volume = 1069200 cubic feet
STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet
TOTAL DESIGNED VOLUME
Inside top length (feet) 520.0
Inside top width (feet) 355.0
Top of dike elevation (feet) 96.5
Bottom of lagoon elevation (feet) -- 84.5
Freeboard (feet) 1.0
Side slopes (inside lagoon) 3.0 : 1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 514.0 349.0 11.0
AREA OF TOP
LENGTH * WIDTH =
514.0 349.0
RRER OF BOTTOM
LENGTH * WIDTH =
448.0 283.0
AREA OF MIDSECTION
LENGTH * WIDTH * 4
481.0 316.0
179386 (AREA OF TOP)
126784 (AREA OF BOTTOM)
607984 (AREA OF MIDSECTION * 4)
CU. FT. = LAREA TOP i- (4*RRER MIDSECTION) i- AREA BOTTOM]
179386.0
607984.0 126784.0
DEPTH/6
1.8
Total Designed Volume Available == 1675949 CU. FT.

TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
520.0 355.0 184600.0 square feet
Buildings (roof and lot water)
41706.0 square feet Describe this area.
TOTAL DA 226306.0 square feet
Design temporary storage period to be 180 days.
;A. Volume of waste produced
Feces & urine production in gal./day per 135 lb. ALW 1.37
Volume = 1069200 lbs. RLW/135 lbs. RLW * 1.37 gal/day 180 days
Volume = 1953072 gals. or 261105.9 cubic feet
a. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5G.
Volume =
Volume =
0.0 gallons/day *
0.0 cubic feet
180 days storage/7.48 gallons
per CF
C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall = 7.0 inches
Volume = 7.0 in * DA / 12 inches per foot
Volume = 132011.8 cubic feet

D. Volume of 25 year — 24 hour storm
Volume = 7.5 inches / 12 inches per foot * DA
Volume = 141441.3 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5R. 261106 cubic feet
5B. 0 cubic feet
5C. 132012 cubic feet
5D. 141441 cubic feet
TOTAL 534559 cubic feet
SUMMARY
Temporary storage period -- > 180 days
Rainfall in excess of evaporation > 7.0 inches
25 year — 24 hour rainfall ---' > 7.5 inches
Freeboard -- > 1.0 feet
Side slopes > 3.0 : 1
Inside top length ----' > 520.0 feet
Inside top width ) 355.0 feet
Top of dike elevation -- > 96.5 feet
Bottom of lagoon elevation > 84.5 feet
Total required volume-- -- > 1603759 cu. ft. *
Actual design volume ) 1675949 cu. ft. *
Seasonal high watertable elevation (SHWT)===> 93.5 feet
Stop pumping elev. — > 92.1 feet *
Must be > or = to the SHWT elev. > 93.5 feet
Must be > or = to min. req. treatment el.=> 90.5 feet
Required minimum treatment volume > 1069200 cu. ft.
Volume at stop pumping elevation > 1095494 cu. ft.
Start pumping elev. > 94.5 feet *
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.— 24 hr. rainfall==> 1534508 cu. ft.
Volume at start pumping elevation > 1499140 cu. ft.
Required volume to be pumped -- > 393118 cu. ft. *
Actual volume planned to be pumped > 403646 cu. ft. *
Min. thickness of soil liner when required==> 1.8 feet
DESIGNED BY:
DATE:
✓ 0/4 APPROVED BY: �n�n
S/995 DATE: /2.7-qS
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:
RHFFT t nr

POST OFFICE BOX 759 • ROSE HILL, NORTH CAROLINA 28458
[phone]
INC.
December 14, 1994
Mr. Mike Sugg
District Conservationist
USDA - Soil Conservation Service
PO Box 277
Kenansville, NC 28349
Re: DM Farms Section,., Site 5 - 7920 Feeder to Finish
Dear Mr. Sugg:
Enclosed for your review is the completed Animal Waste Management
Plan for the above referenced swine farm. Specific items included
in this package are as follows:
- Location Map
- Lagoon Design Spreadsheet
- Operation & Maintenance Plan for Lagoon
Construction Specifications for Lagoon
- Site Seeding Requirements
- Earthwork Calculations
- Site Plan with Construction Details
It is my understanding that the Waste Utilization Plan for this
farm will be developed by Murphy Family Farms personnel.
Please contact me at [phone], ext. 592 if you have any
questions concerning this package.

Sincerely:
M. Kevin Weston
Engineering Technician
MKW
Enclosures
cc: File
DM Farms (complete package)
Robert Henderson, Murphy Farms Construction Dept. (site plan
only)
Dave Roland, Murphy Farms Transportation Dept. (site plan
only)

Operator:SaS9 County: DUPLIN
Date: 11/24/94
Distance to nearest residence (other than owner): 0.0 feet
1. AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish) x 1417 lbs. 0 lbs
0 sows (farrow to feeder) x 522 lbs. = 0 lbs
7920 head (finishing only) x 135 lbs. = 1069200 lbs
0 sows (farrow to wean) x 433 lbs. = 0 lbs
0 head (wean to feeder) x 30 lbs. = 0 lbs
Describe other : 0
Total Average Live Weight = 1069200 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 1069200 lbs. ALW x Treatment Volume(CF)/lb. ALW
Treatment Volume(CF)/lb. ALW = 1 CF/lb. ALW
Volume = 1069200 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet
TOTAL DESIGNED VOLUME
Inside top length (feet)
Inside top width (feet)
Top of dike elevation (feet)
Bottom of lagoon elevation (feet)
Freeboard (feet)
Side slopes (inside lagoon)
Total design volume using prismoidal formula
680.0
335.0
95.0
85.0
1.0
3.0 : 1
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 674.0 329.0 9.0
AREA OF TOP
LENGTH * WIDTH =
674.0 329.0
AREA OF BOTTOM
LENGTH * WIDTH =
620.0 275.0
AREA OF MIDSECTION
LENGTH * WIDTH * 4
647.0 302.0
221746 (AREA OF TOP)
170500 (AREA OF BOTTOM)
781576 (AREA OF MIDSECTION * 4)
CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
221746.0 781576.0 170500.0 1.5
Total Designed Volume Available = 1760733 CU. FT.

. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
680.0 335.0 227800.0 square feet
Buildings (roof and lot water)
41706.0 square feet Describe this area.
TOTAL DA 269506.0 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Feces & urine production in gal./day per 135 lb. ALW 1.37
Volume = 1069200 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 1953072 gals. or 261105.9 cubic feet
58. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume =
0.0 gallons/day * 180 days storage/7.48 gallons
per CF
Volume = 0.0 cubic feet
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall
Volume = 7.0 in * DA / 12 inches per foot
Volume = 157211.8 cubic feet
7.0 inches

5D. Volume of 25 year - 24 hour storm
Volume = 7.5 inches / 12 inches per foot * DA
Volume = 168441.3 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
SA. 261106 cubic feet
5B. 0 cubic feet
5C. 157212 cubic feet
5D. 168441 cubic feet
TOTAL 586759 cubic feet
6. SUMMARY
Temporary storage period > 180 days
Rainfall in excess of evaporation > 7.0 inches
25 year - 24 hour rainfall > 7.5 inches
Freeboard > 1.0 feet
Side slopes > 3.0 : 1
Inside top length > 680.0 feet
Inside top width > 335.0 feet
Top of dike elevation > 95.0 feet
Bottom of lagoon elevation > 85.0 feet
Total required volume > 1655959 cu. ft. *
Actual design volume > 1760733 cu. ft. *
Seasonal high watertable elevation (SHWT)===> 91.0 feet
Stop pumping elev. > 91.0 feet *
Must be > or = to the SHWT elev. > 91.0 feet
Must be > or = to min. req. treatment el.=> 91.0 feet
Required minimum treatment volume > 1069200 cu. ft.
Volume at stop pumping elevation > 1122252 cu. ft.
Start pumping elev. > 93.0 feet *
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==> 1592292 cu. ft.
Volume at start pumping elevation > 1541984 cu. ft.
Required volume to be pumped > 418318 cu. ft,
Actual volume planned to be pumped > 419732 cu. ft. *
Min. thickness of soil liner when required==> 1.5 feet
7. DESIGNED BY: APPROVED BY:y/ aiii/
DATE: DATE: (2//62/614.
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:

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

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