820361_Permit Renewal Application 2019_20190410

State of North Carolina
Department of Environmental Quality %�1�
Division of Water Resources .4PR 0 5._.
Animal Waste Management Systems
Request for Certification of Coverage _a
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: 82-0361
2. Facility Name: Ronnie Carter Farm Tr1C
3. Landowner's Name (same as on the Waste Management Plan):
4. Landowner's Mailing Address: 3461 Ahiine Church Rd
City: Harrells State:
Alf-�40-vv(�3
Telephone Number: f"99-28t. E-mail:
5. Facility's Physical Address: Buckhorn Rd
City: Harrells State:
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"):
10. Operator Name (OIC): R m irt' 1!=Mr
11. Lessee's Name (if there is not a Lessee, write "None"):
12. Indicate animal operation type and number:
Current Permit: Operations Type
Swine - Feeder to Finish
Operation Types.•
Swine
Cattle
Wean to Finish
Dairy Calf
Wean to Feeder
Dairy Heifer
Farrow to Finish
Milk Cow
Feeder to Finish
Dry Cow
Farrow to Wean
Beef Stocker Calf
Farrow to Feeder
Beef Feeder
Boar/Stud
Beef Broad Cow
Gilts
Other
Other
Certificate Of Coverage Number: AWS820361
NC Zip: 28444-7910
NC Zip: 28444
Murpliv-BrownLLC �CC� 3
cry -�r,v
Phone No.: -9}6--99=I
Allowable Count
2,000
OIC #: ,L99
7^---A"
Dry Poultry
Other Types
Non Laying Chickens
Horses - Horses
Laying Chickens
Horses - Other
Pullets
Sheep- Sheep
Turkeys
Sheep - Other
Turkey Pullet
Wet Poultr,,
Non Laying Pullet
Layers

ROY COOPER
1
Gavcrnar
�� �
MICHAEL S. REGATI
Secrecyy
LIN©A CULPEPPER
NORTH CAROLINA
Aow1for
Environmental Quality
February 27, 2019
Ronnie F Carter
Ronnie Carter Farm
3461 Alpine Church Rd
Harrells, NC 28444-7910
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/water4uality-reo—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 order to assure vour continued coverase under the State Non -Discharges General Permits. you must submit an application for
permit coverage to the Division. Enclosed 4 ou will find a "Request for Certificate of Coverage Facility Currently Covered by an
Expiring State Non -Discharge General Permit." 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 Mana ement Plan CAWMP with the
completed and sinned application form. A list of items included in the CAWMP can be found on page 2 of the renewal
application form.
Failure to request renewal of your coverage under a general permit within the time period specified may result in a civil penalty.
Operation of your facility without coverage under a valid general permit would constitute a violation of NCGS 143-215.1 and could
result in assessments of civil penalties of up to $25,000 per day.
If you have any questions about the State Non -Discharge General Permits, the enclosed application, or any related matter please feel
free to contact the Animal Feeding Operations Branch staff at 919-707-9100.
Sincerely,
Jon Risgaard, Section Chief
Animal Feeding Operations and Groundwater Section
Enclosures
cc (w/o enclosures): Fayetteville Regional Office, Water Quality Regional Operations Section
Sampson County Soil and Water Conservation District
AFOG Section Central Files - AWS820361
Muipf -Brown LLC
N,3 th ears ra Departme^taf Er,,'VTOT: Sata yUa t_r I D vvsonofWat_r Re�susys
�' 512 N. Sa suurti, St- 11eS8 41a :A-au�Certer I Fa eb , North Caro as 27633-1£SS,

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
lrl tom' j�
L(A0 7 1
—7-- livv
19.50
4AGOON
I
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), sinned b� the owner and a certified technical specialist, containing:
a. The method by which waste is applied to the disposal fields (e.g. irrigation, injection, etc.)
b. A map of every field used for land application (for example: irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation (RYE) for every crop shown in the WUP
f. The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
2. A site map/schematic
3. Emergency Action Plan
4. Insect Control Checklist with chosen best management practices noted
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]
APR 0 5 2019
ienpi dpo�aLJua.io�.Uvfl

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: AnA L A - 'Lc Title: O �Sy
Signature: Date: � ' 47-V
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 number: [phone]
E-mail: 2019PermitRen [e-mail]
FORM: RENEWAL -STATE GENERAL 02/2019

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.
Primary Secondary Routine Mortality
Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.106-403). The bottom of the burial pit should beat least one foot above the seasonal
high water table. Attach burial location map and plan:
Landfill at municipal solid waste facility permitted by NO 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).
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
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
Signature of Technical Specialist Date

Nutrient Management Plan For Animal Waste Utilization
01-01-2007
This plan has been prepared for: This plan has been developed by:
Ronnie Carter 2000 Greer Moore
r V Clear Run Farms Consulting Services
3461 Alpine Church R PO Box 338
Harrells, NC 28444 Harrells, 28444
(910) 990-202-1 (910) 53 493
Developer Signature
Type of Plane Nitrogen only with Manure Only
Owner/Manager/producer Agreement
I (we) understand and $ to the sA��cations and the operation and toil
Procedures established in this nutrient management plan which includes an animal
waste utilization plan for the farm named above. I have read and enders
Required tSlcations nce in animal waste management
the
g agement that are included with
C-1 q Date
Signature �e ---�____
i r or producer)
This plan meets the minimum standards ands Date
Agriculture - Nagai R�ourees specifications of the U.S. De
and Water onserwa#ion Service or the standard of Department of
nservation Commission.
practices
adopted by the Soil
Plan Approved By:
504362
Technical
Database Version 3.1
Date
- - - DatePon� ted: 01-01-2007 ----- — -
Cover Page 1

Nutrients applied in accordance with this plan will be supplied from the
f011®wing source(s):
Commercial Fertilizer is not included in this plan.
S7 Swine Feeder -Finish Lagoon Liquid waste generated 1,854,000 gals/year
by a 2,000 animal Swine Finishing Lagoon Liquid operation. This
Production facility has waste storage capacities of approximately 180 day
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast
Incorporated
Injected
Irrigated
Year 1
Actual PAN Applied
(Pounds)
4,92631
4270
7334
8076
4641
Actual Volume Applied
(Gallons)
1,976,775
Volume Surplus/Deficit
(Gallons)
-122,775
Note: In source ID, S means standard source, U means user defined source.
Preview Database Version 3.I Date Printed: 0I-01-2007
Source Page I of 1

The table shown below provides a summary of the crops or rotations included in this plan for each field. Realistic
Yield estimates are also provided for each crop in the plan. In addition, the Leaching Index for each field is shown,
where available.
Planned Crops Sumrmry
LI Potential Leaching
w potential to contribute to soluble None Technical Quid
< 2
utrient leaching below the root zone.
>= 2 & Moderate potential to contribute to Nutrient Management (590) should be planned.
<- 10 solublenutrient leaching below the root
High potential to contribute to s��g
anagement (590) should be planned Other conservation practices that
nutrient leaching below the rante soils available waterholding opacity and improve nutrient use efficiency
> 10 considered. Examples are CoverCrops(340) to scavengenutrients, Sod -Based
(328), Long -Term No-Till(778),andedge-of-field practices such as Filter
) and Riparian Forest Buffers (391).
rtwtn r7r;nta`I 1 Jr /7M7

The Waste Utilization table shown below summarizes the waste utilization plan for this operation. This plan provides an estimate of the number of acres of
cropland needed to use the nutrients being produced. The plan requires consideration of the realistic yields ofthe crops to be gown, their nutrient requirements,
and proper timing of applications to maximize nutrient uptake.
This table provides an estimate of the amount of nitrogen required by the crop being grown and an estimate of the nitrogen amount being supplied by manure
other by-products, commercial fertilizer and residual from previous crops. An estimate of the quantity of solid and liquid waste that will be applied on each field
order to supply the indicated quantity of nitrogen from each source is also included. A balance of the total manure produced and the total manure applied is
included in the table to ensure that the plan adequately provides for the utilization of the manure generated by the operation.
Waste Utilization Table
Year 1
AC
Nitrogen Comm
PA Fert,
Nutrient Nutrient
Req'd Applied
(Ibs/A) OWN(!bs/A)
Res.
pbs/A)
Manure
PA
Nutrient
Applied
I Liquid Solid
MannreA Manure
pplied Applied
(acre) (acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
Tract
Field
Source
ID SO Series
Total
Acres
Use,
Acres Crop
RYE
Applia
Period
N
N
N
Applic,
Method
N
1000
8al/A
Tons
1000 gals
tons
RC
1
S7
Tomahawk
2.49
2.49 Annual Ryegrass - Pasture
2.0 Tons
8115-5115
*75
0
0
Inig.
75
29.96
0,00
74.60
0.01
RC
1
87
Tomahawk
2,49
2.49 Sorghum -Sudan Pasture
4.8 Tons 3115-8131
*198
0
0
brig.
198
79.09
0.00
196.93
OAt
RC
2
S7
Tomahawk
2.311
2.31 Annual Ryegrass - Pasture
2.0 Tons
8/15-5/15
*75
0
0
brig.
75
29.96
0.00
69.20
0.01
RC
2
87
Tomahawk
2.31
2.31 Sorghum -Sudan Pasture
4.8 Tons 3/15-8/31
*198
0
0
Irrig.
1981
79.09
0.00
182.70
0.01
RC -
3
S7'Tomahawk
2.19
2.19 Annual Ryegrass - Pasture
2.0 Tons
$115-5115
*75
0
0
Irrig.
75
29.96
0,00
65,61
0,01
RC
3,
S7
Tomahawk
2.191
2.19 Sorghum -Sudan Pasture
14.8 Tons
3/15-8/31
*198
0
0
Irrig.
198
79.09
0.00
173.21
0.01
RC
4
S7
Tomahawk
2.35
2.35 Fescue Pasture
2.5 Tons
8/1-7/31
*94
0
0
Irrig.
94
37.55
0,00
88.24
0.01
RC
5
57
Tomahawk
2.77
2.77 Small Grain Overseed
1.0 Tons
10/1-3/31
SO
0
0
brig.
50
19.97
0.00
55.32
0.01
RC
5
S7
Tomahawk
2.77
2.77 HybridBermudagrassPasture
5.0 Tons
3/1-9/30
*188
0
0
brig.
188
75.10
0.00
208,01
0.01
RC
6
S7
Tomahawk
1.80
1.80 Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
brig.
50
19.97
0,00
35.95
0.01
RC
6
S7
Tomahawk
1.80
1.80 Hybrid Bermudagrass Pasture
5.0 Tons
3/1-9/30
*188
0
0
brig,
188
75.10
0.00
135.17
0.01
RC
7
S7
Lynn Haven
4.27
4.27 Fescue Pasture
2.5 Tons
8/1-7/31
*120
0
0
brig.
120
47.93
0.00
204.67
0.01
RC
8
S7
Lynn Haven
1.05
1.05 Fescue Pasture
2.5 Tons
8/1-7/31
*120 1
0
0
Irrig,
1201
47.93
0.00
50,33
0.01
RC
9
S7
Lynn Haven
3.87
3.87 Fescue Pasture
2.5 Tons
8/1-7/31
*120
0
0
Irrig.
120
47.93
0.00
185.50
0.01
RC
Sub-F2
S7
Tomahawk
1.46
1.46 Small Grain Overseed
1.0 TO
10/1-3/31
50
0
0
Irrig.
50
19.97
0.00
29.16
0.01
RC
Sub-F2
S7
Tomahawk
1.46
1.46 Hybrid Bermudagrass Pasture
5.0 Tons
3/1-9/30
*188
0
D
brig.
188
75.10
0.001100.64
0.01
Preview Database Version 3.1 Date Printed: 1/1/2007 WUT Page 1' of 2

Utilz.. —011
warce Total Use,
Tract Field ID Soil Series Acres Acres
RC Sub-F3 1 $7 ynnHaven 1 2,16 2.1
' iear 1
arcgen Comm Res.
Manure
Liquid Solid
Liquid Solid
PA Felt, Oh
PA
ManureA Manure
Manure Manure
Nutrient Nutrient
Nutrient
ppbcd Applied
Applied Applied"
Req'd Applied
Applied
(acre) (acne)
(Field)
Applic.
Crop RYE Period N
Pasture 2.5 Tons 8/1.7/31 *120
Notes: l . In the tract column, — symbol means leased, otherwise, owned.
is/A) pbs/A)
kvMB)
Applic. 1000
N N Method N I gal/A Tons
1000 gals
tons
112,54
0.01
0 0 Broad. 1 120 52.10 0.00
Total Applied, 1000 gallons
1,976,78
Total Produced, I000 gallons
1,854,00
Balance, 1000 gallons
-122.78
Total Applied, tons
0.01
Total Produced; tons
0.01
Balance, tons
0.01
2. Symbol * means user entered data.
Preview Database Version 3.1
Date Printed: 1/1/2007
WUT Page 2 of 2

The following Lagoon Sludge Nitrogen Utilization table provides an estimate of the number ofacres needed for
sludge utilization for the indicated accumulation period. These estimates are based on average nitrogen
concentrations foreach source, the number of animals in the facility and the plant available nitrogen application
rates shown in the second column.
Lagoon sludge contains nutrients and organic matter remaining after treatment and application ofthe effluent. At
clean out, this material must be utilized for crop production and applied at agronomic rates. In most cases, the
priority nutrient is niiragen but other nutrients including phosphorous, copper and zinc can also be limiting. Since
nutrient levels are generally very high, application ofshtdge must be carefully applied.
Sites must first be evaluated for their suitability for sludge application. Ideally, effluent spray fields should not be
used for sludge application. if this is not possible, care Mould betaken not to load effluent application fields with
high amounts of copper and zinc so that additional effluelrt cannot be applied. On sites vulnerable to surface water
moving to streams and lakes, phosphorous is a concern. Soils containing very high phosphorous levels may also
be a concern.
Nitrogen Utilization Table
Maximum
Crop PA-N Rate
lblac
1 120 bu
6 ton RY.E.
Soybean 40 bu
150
300
160
Maximum Sludge
Application Rate Minimum Acres Minimum Acres
1000 gal/ac 5 Years Accumulation 10 Years Accumulation
Swine Feeder -Finish Lagoon Sludge - Standard
Minimum Acres
15 Years Accumulation
13.16
26.32
14.04
25.07
12.54
23.51
50.15
25.07
47.011
7522
37.61
70.52
-f` 504362 Database Version 3.1 — Date Printed: 01-0I Z007 Sludge Page i of 1

The Available Waste Storage Capacity table provides an estimate ofthe number ofdays of storage
capacity available at the end of each month of the plan. Available stage capacity is calculated as the
design storage capacity in days minus the number- of days of net storage volume accumulated. The start
date is a value entered by the user and is defined as the date prior to applying nutrients to the first crop in
the plan at which storage volume in the lagoon or biding pond is equal to zero.
Available storage capacity should be greater than or equal to zero and less than or equal to the design
storage capacity of the facility. Ifthe available storage capacity is greater than the design storage
capacity, this indicates that the plan calls for the application of nutrients that have not yet accumulated.
If available storage capacity is negative, the estimated volume of accumulated waste exceeds the design
storage volume of ft structure. Either of these situations indicates that the planned application interval
in the waste utilization plan is inconsistent with the structure's temporary storage capacity.
Avauabte Storage Capacity is calculated as of the end of each month.
504362 Database Version 3.1 Date Printed. 01-01-2007 Capacity Page i of 1

Required Specifications For Animal Waste Manamement
h 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 that reaches surface
water is prohibited.
2. There must be documentation in the design folder that the producer
either owns or has an agreement for use of adequate land on which to
properly apply the waste. If the producer does not own adequate land to
properly dispose of the waste, he/she shall provide evidence 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 waste production facility to secure an
update of the Nutrient Management Plan when there is a change in the
operation, increase in the number of animals, method of application,
receiving crop type, or available land.
3. Animal waste shall be applied to meet, but not exceed, the nitrogen needs
for realistic crop yields based upon soil type, available moisture, historical
data, climatic conditions, and level of management, unless there are
regulations that restrict the rate of applications 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 eroding at more than 5 tons per
acre per year but less than IO tons per acre per year provided grass filter
strips are installed where runoff leaves the field (see USDA, MRCS Field
Office Technical Guide Standard 393 - Filter Strips).
5. Odors can be reduced by injecting the waste or by disldng after waste
application. Waste should not be applied when there is danger of drift
from the land application field.
6. When animal waste is to be applied on acres subject to flooding, waste
will be soil incorporated on conventionally tilled cropland. When waste is
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).
504362 Database Version 3.1 Date Printed: 1/1/2007 Specification Page 1

7. Liquid waste shall be applied at rates not to exceed the soil infiltration
rate such that runoff does not occur ofisite 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 and flies.
h. Animal waste shall not be applied to saturated soils, during rainfall
events, or when the soil 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 it depth that would inhibit
growth. The potential for salt damage from animal waste should also be
considered.
10. }Nutrients from waste shall not be applied in fall or winter for spring
planted crops on soils with a high potential for leaching. Wastelnutrient
loading rates on these soils should be held to a mmi imum 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 canal. Animal waste,
other than swine waste from facilities sited on or after October 1,1995,
shall not be applied closer that 25 feet to perennial waters.
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.
504362 Database Version 3.1 Date Printed: 1/1/2007 Specification Pane 2

IS. Animal waste shall not be discharged into surface waters, draintageways,
or wetlands by a discharge or by over -spraying. Animal waste may be
applied to prior converted cropland provided the fields 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.
i6. Domestic and industrial waste from washdown facilities, showers, toilets,
sinks, etc., shall not be discharged into the animal waste management
system.
17. A protective cover of appropriate vegetation will be established on all
disturbed areas (lagoon embankments, berms, pipe runs, etc.). Areas
shall be fenced, as necessary, to protect the vegetation. Vegetation such as
trees, shrubs, and other woody species, etc., are limited to areas where
considered appropriate. Lagoon areas should be kept mowed and
accessible Berms and structures should be inspected regularly for
evidence of erosion, leakage, or discharge.
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 pre -plant
with no further applications of animal waste during the crop season.
21. Highly visible markers shall be installed to mark the top and bottom
elevations of the temporary storage (pumping volume) of all waste
treatment lagoons. Pumping shall be managed to maintain the liquid level
between the markers. A marker will be required to mark the maximum
storage volume for waste storage ponds.
504362 Database Version 3.1 Date Printed; 1/1/2007 Specification Page 3

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 nutrient, unless other restrictions require
waste to be applied based on other nutrients, resulting in a lower
application rate than a nitrogen based rate. 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 and
maintained for optimum crop production. Soil and waste analysis
records shall be kept for a minimum of five years. Poultry dry waste
application records shall be maintained for a minimum of three years.
Waste application records for all other waste shall be maintained for five
(5) years.
23. Dead animals will be disposed of in a manner that meets North Carolina
regulations.
504362 Database Version 3.1 Date Printed: 1/ll2007 Specification Page 4

Crop Notes
The following crop note applies to field(s): 7, 8, 9, Sub-F3
Fescue: Coastal Plain, Organic Soils.
Adaptation: Well -adapted.
In the Coastal Plain tidewater region, tall fescue can be planted Sept. 1 to Oct. 15 (best) and Feb. 15 to
Mar. 20. For pure -stand broadcast seedings use 20 to 30 lb/ac., for drilled use 15 to 20 lb/ac. seed. Use
certified seed to avoid introducing weeds or annual ryegrass. Plant seed 0.25" to 0.5" deep for pure
stands, 0.25" in mixture with clovers. Tall fescue will tolerate soil wetness but not flooding or prolonged
saturation; use ladino clover for mixtures on these soils. Soil test for preplant and maintenance lime,
phosphorus, and potassium recommendations. Apply 40 to 60 lb/ac nitrogen at planting for pure stands
only. Do not apply N for mixtures with clovers but use proper legume inoculation techniques. Apply 150
to 200 Ib/ac. N to pure -stand fescue for hay production; reduce N rates by 25% for grazing. Apply N Feb.
1 to Mar. 20 and Aug. 20 to Sept. 30, with equal amounts in each window. Refer to NCSU Technical
Bulletin 305 Production and Utilization of Pastures and Forages in North Carolina for additional
information or consult your regional agronomist or extension agent for assistance.
The following crop note applies to field(s): 4
Fescue: Coastal Plain, Mineral Soil, Moderately Well Drained
Adaptation: Marginal.
In the Coastal Plain, tall fescue can be planted Sept. I to Oct. 15 (best) and Feb. 15 to Mar. 20. For
pure -stand broadcast seedings use 20 to 30 lb/ac., for drilled use 15 to 201b/ac. seed. Use certified seed
to avoid introducing weeds or annual ryegrass. Plant seed 0.25" to 0.5" deep for pure stands, 0.25" in
mixture with clovers. Tail fescue requires adequate soil moisture for persistence and production. Soil test
for preplant and maintenance lime, phosphorus, and potassium recommendations. Apply 40 to 60 lb/ac
nitrogen at planting for pure stands only. Do not apply N for mixtures with clovers but use proper legume
inoculation techniques. Apply 150 to 200 lb/ac. N to pure -stand fescue for hay production; reduce N rates
by 25% for grazing. Apply N Feb. I to Mar. 20 and Aug. 20 to Sept. 30, with equal amounts in each
window. Refer to NCSU Technical Bulletin 305 Production and Utilization of Pastures and Forages in
North Carolina for additional information or consult your regional agronomist or extension agent for
assistance.
504362 Database Version 3.1 Date Printed: 01-01-2007 Crop Note Page 1 of 2

The following crop note applies to field(s): 5, 6, Sub-F2
Small Grain: CP, Mineral Soil, medium leachable
In the Coastal Plain, oats and barley should be planted from October 15-October 30; and rye from
October 15-November 20. For barley, plant 22 seed/drill row foot and increase the seeding rate by 5%o for
each week seeding is delayed beyond the optimum time. See the seeding rates table for applicable
seeding rate modifications in the current NCSU "Small Grain Production Guide". Also, increase the
initial seeding rate by at least 10% when planting no -till. Oats should be planted at 2 bushels/acre and
rye at 1-1 1/2 bushels/acre. Plant all these small grains at 1-1 1/2" deep. Adequate depth control is
essential. Review the NCSU Official Variety "green book" and information from private companies to
select a high yielding variety with the characteristics needed for your area and conditions. Apply no more
than 30 lbs/acre N at planting. Phosphorus and potash recommended by a soil test can also be applied at
this time. The remaining N should be applied during the months of February -March.
The following crop note applies to field(s): 5, 6, Sub-F2
Bermudagrass: CP, Mineral Soil, Moderately Well Drained.
Adaptation: Neil -adapted.
In the Coastal Plain, hybrid bermudagrass sprigs can be planted Mar. i to Mar. 31. Cover sprigs 1" to 3"
deep (1.5" optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and
wind. For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows, spaced 2' to 3' in the row. Generally a
rate of 30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing
conditions. Tifton 44 spreads slowly, so use at least 40 bu/ac in 1.5' to 2' rows spaced 1' to 1.5' in row.
For broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime, phosphorus,
potassium and micronutrients to apply preplant and for annual maintenance. Apply 60 to 100 lb/acc N in
the establishment year in split applications in April and July. For established stands apply 180 to 240
lb/ac N annually in split applications, usually in April and following the first and second hay cuts.
Reduce N rates by 25% for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization
of Pastures and Forages in North Carolina for more information or consult your regional agronomist or
extension agent for assistance.
The following crop note applies to field(s): 1, 2, 3
Annual RyeGrass: This crop is not an overseed. Recommendations for this crop are not applicable to a
ryegrass overseed.
The following crop note applies to field(s). 1, 2, 3
Sorghum -Sudan: No Comment
504362 Database Version 3.1 Date printed: 01-01 2007
Crop Note Page 2 of 2

3/25/2019
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Imagery @2019 Google, Map data @2019 Google 200 ft
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.. - - C_ C' "4e, V'- - - - -
System Calibration
Information presented in manufacturer's charts are based on average operation
conditions with relatively new equipment. Discharge rates and application rates
change over time as equipment gets older and components wear. In particular,
PUMP wear tends to reduce operating pressure and flow. With continued use,
nozzle wear results in an increase in the nozzle opening which will increase the
discharge rate while decreasing the wetted diameter.
You should be aware that operating the system differently than assumed in the
design will alter the application rate, diameter of coverage, and subsequently the
application uniformity. For example, operating the system with excessive pressure
results in smaller droplets, greater potential for drift, and accelerates wear of the
sprinkler nozzle. Clogging of nozzles can result in pressure increase. plugged
intakes or crystallization of mainlines will reduce operating
below design pressure greatly reduces the coverage diameter andrapplica application
uniformity.
For the above reason, you should calibrate your equipment on a regular basis to
ensure proper application rates and uniformity. Calibration at least once every
three years is recommended. Calibration involves collecting and measuring flow at
several locadons in the apnllcation area Any number of containers can be used to
collect flow and determine the 2ppiication rate. Rain cauges work best Because
they already have a graduated scale from which to read the application amount
without having to perform additional calculations. However, pans, plastic buckets,
Jars, or anythinc with a uniform opening and cross-section can be used provided
the Liquid collected can be easily transferred to a scaled container for measuring.
For stationary sprinklers, collection containers should be located randomly
throughout the application area at several distances from sprinklers. For traveling
guns, sprinklers should be located along a transect perpendicular to the direction
Of pull. Set out collection containers 25 feet apart along the transect on both
sides of the gun can:. You should compute the average application rate for all
nonuniformity of the application. On a windless day, variation between containers
of more than 30 percent is cause for concern. You should contact your irrigation
dealer or technical specialist for assistance.
'Reprinted for Cer' Ication Training for Operations of Animal Waste Management Systems Manua!

V\cwvf1,O- CC,4-�ter"
40
%I

OPERAMN & MAINTENANCE PLAN
Proper lagoon liquid management should be a year-round priority_ It is especially
imporant 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 berrnudagrass) or when there are
extended rainy spells such as the thunderstorm seson in -the summertime. This means
that at the first signs of plant growth in the later winterlearly spring, irrigation according to
a farm waste management plan should be done whenever the land is dry enough to
receive lagoon liquid. This will make storage spacc 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
mabLwin 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 capaciry before starting to
=gate 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.
rescue or common berinuaa��rass are the most comrion vegetative
covers. The vegetation should be fertilized each veer, if -needed, to
raintain a vigorous sad. The amount of ferdliLe applied should be
based on a soils test, but in the event that it is not praacticai to obtain
a soils test each year, the lagoon embankment and surrounding areas
should be fertlized with 800 pounds per acre of 10-10-10, or
equivalent.
Brush and trees on the a nbanlanent must be controlled. This may be
done by mowinge, spraying, grazing, chopping, or a combination of
these practices, This should be donat least once a year and
possibly twice in years that weather conditions are favorable for
heavy vegetative growth,
NOTE: If vegetation is controlled by soraving, 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 fillina 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
I.
-cracks or breaks
3. accumulation of salts or minerals
4. overall condition of pipes

lagoon surface —look for:
1. undesixable vegemdve growth
2- floating or lodged debris
Embankment —look for:
1- settlement, cracking, or "jug" holes
?. side slope stability —slumps or bulges
-1. wet or damp areas on the back slope
4. erosion due to lack of vegetation or as a result of wave action
$. rodent dame
Larger lagoons may be subject to liner damage due to wave action caused by strong
winds. These waves can erode the lagoon sidewalis, thereby weakening the lag n 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 temDorasy fix if there is a threat
of a waste discharge. However, a permanent solution should be reviewed by the
technical e^`?Jeri- Any di Bing into a lagoon dam with heavy equipment is a serious
b� undertang with potentially serious consequences and should not be conducted unless
recommended by an appropriate technical expert.
Transfer Pumos--check for proper operation of:
1. recycling punDs
2. irrigation pumps
Check for leaks, loose fittings, and ove.all pump operation. An unusually loud or Winding
noise, or a large amount of vibration, may indicate that the pump is in nerd or repair or
replacement. _
NOTE: Pumping s}rstems should be irs-ted and operated frequently enough so that you
are not coippfel y „surpassed" by equipment failure. You should perform yourpumDm-
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 nears 'tali
to think about switching a y lagoon is not -the time
t b, repairing , or borrowing pumps. Probably, if your lagoon is full,
your neighbors lagoon is full also. You should consider maintaining an inventory of spare
parts or pumps.
Surface water diversion features are designed to carry all surface
drainage waters (such as rainfall runoff, roof drainage, gutter outlets,
and parking lot runofr) 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 pines and the rainfall that hits the lagoon directly.
You should inspect your diversion system for the following:
I. adequate vegetation
2. diversion capacity
3. ridge berm hcight
Pi halm+, k
APR 0 E ?019
waww�
Regional orjwatim swtwi

Identified problems should be corrected promptly- It is advisable to inspevt your sysa
during or zraine;iiately following a heavy rain_ If mchnicai assistance is needed to
determine proper solutions, consult with appropriam exp=Ts.
You should reword the level of the lagoon just prior to when rain is predicted, and then
record- the level again 4 to 6 hours aft,-- the rain (assumes there is no pumping). This will
give you an idea of how much your lagoon level will rise with a cerain rainfall amount
(you must also be recording your rainfall for this to work)- Knowing this should help in
pag irrigation applications and storage. if your lagoon rises excessively, you may
have an inflow problem from a surizze water dive lion or there may be seepage into the
lagoon from the surrounding land.
Lagoon Qpent lion
1. Immediately after construction establish a complete sod cover on bare soR
surfaces to avoid erosion.
2. Fill new lagoon design treatment volume at least half full of water before
waste loaning begins, ta_l ng care not to erode lining or. bank slopes.
3. Drainpipes into the lagoon should have a flexible pine extender on th-
e.-td of the pipe to dtsc:.a:?e near the bottorn of the- lagoon during initial
Riling or another means of slowing the incoming water to avoid e:-orion of
the lining.
4: Wnen possible, begin IoadTng nsw lagoons in the spring to maxim?
bacteriaI es biisitm .at (due to wafzZe. weather).
5_ It is recortunended that a new lagoon be seeded with sludge from a hmlthy
woridng swine lagoon in the amount of 0.25 percent of the fuli.Iagoon
liouid volume. This suing shouid occour- az least two weeks prior to the
addition of wzstewar--.
6. Maintain a peziodic check on the lagoon liquid p.L If the pH falls below
7.0, gad agnculttrral lime at the e re of 1 pouna per 1000 cubic few of
lagoon liquid volume until the pH rLscs above 7.0- Optimum lagoon lirruia
pH is between 7.5 and 8.0.
7. A darn color, lack of bubbling, and a c--isive 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 freatiently and regularly that wastewater is added to a lagoon, the bem-- the
lagoon will function:. Flush systems that wash waste into the lagoon several tones daily ate
optimum for treatm=- L Pit recharge systems, in which one or more buildings are drained.
and recharged each day, also work well.

Practice water conservation —minimize building water usage and
spillage from leak ng-watere.'s, broken pipes and washdown through
proper maintenance and water conservarnon.
Minimize feed wastage and spillage by beeping feeders adjusted. This
will reduce the amount of solids enteiing the lagoon
Maintain lagoon liquid level between the permanent storage level and
the full temporary 5tornge level.
Place visible meh-rs or stakes on the lagoon bank to show the
minimum liquid level and the maximum liquid. lever (Fire 2-1).
Start irn--tin, at the earliest possible; date in the spring based on
nu --dent requirements and soil moisture so that-ternporary storage
will be maximizaa for the summersto
er thundrm season- Similarly,
iingate in the late summerleariy fall to provide mmdmum lagoon
storage for the wi'2=
• The lagoon liquid level Should never be cioscr than 1 foot to the lowest
Point Of the danl or embankment.
Do not pump the lagoon liquid level lower �a
that the permanetzt stne
level unless you are removing sludge,
loeate float pump in�-�.s approximately 18 inches underneath the Hat
su;i�ce and as fr ay.2y 1=rom the drainpiDe inlets as possible. -
Prevent additions of bedding matefmis, Ions ste:nm� forage orver, =on,
molded fP,ed, plastic syringes, or other foreign n
wz—,.21Sinto the l�•oon_
rrrauently remove solids from catch basins at end of confinement houses or.
wnerever they are ins•_?led.
Maintain strict vegetation, rodent, and varmint control near lagoon edges.
Do not allow trees or large bushes to grow on lagoon dam or embanl==t
Remove sludge from the lagoon either when the sludge storage sty 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.
Sliidge.Removai:
✓ date of lagoon sludge buildup can be reduced by: :APR 0 5 2019
U F,W ,;*
Regional 0 perations Section

proper Iagoon si. -,
m�-:i�anical solids s.-aa�ration of flushed waste,
gravity settling of R' ed waste solids in an appropriately designed basin, or
minimizing feed wastage and spillagge-
I.agoon sludge that is removed annually rather than stored long tern will --
have more nutrients,
have more odor, and
require more land to properly use the nutrients.
Removal twinniaues:
Eire a custom applicator.
IVRX the sludge and boon liquid with a cho-ape -agitator impeIler
pump through large -bore sprinkler irrigation system onto nearby r.-oplana;
and soil incomoratr.
Deumter the upiYr part of lagoon by irligation Onto nearby cropland or
for2gel"Min
land; mix re:nag sludge; purnp into liquid Sludge �ppit tD=, haul
and spread onto c.00land or foragelaud; and soli incomorate.
Dewater the utmer pal r of lagoon by L=- gation onto nearby crmianc or
forazeland; drwge sludge from lagoon with d:�`Y4ne or sludge bade- b
an ar a beside lagoon to rag ;eive the sludge so tea: liQuids can drai,� a�
into lagoon; allow sludge to dewate , haul and spread with ma.Zure streader
Onto cropland or fQrcgelerrld; and soil incofpor-af& -
Regardless of the method, you must have the sludge material analyzed for was`ta
consuiuents Jt:s_ as you would tour lagoon watrrr. The sludge will contain dufem---t
nutrie:nt and real values from the liquid_ The application of the sludge to fields vvill-be
limited by these nutiieau as weIl as any previous waste appiir.�ons to that field and c�oa
requirement. W application ins will be discussed in detail in Chapter J.
When removing sludge, you .;1ust also pay attention to the Hne�- to vrevent damage. CIO=
attention by the pumper or drag -line operator will ensure that the I20,loon liner remains
intact:. If you see soil material or the synthetic liner material. being disturbed, you shoWd
stop the amivity immediately and rot 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_ Be„luse of this it shouid probably be applied to land with low phosphori:s
and metal levels, as indicated by a soil test, and incoraoratrd to reduce the chance of
erosion- dote that if the sludge is applied to fields with very high soil -test phosphores, it
should. be applied only at rates equal to the crop removal or phosphorus. As with othe`
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 size_
Extra precaution should be used to observe the wind direction end other conditions which
could increase the concern of neighbors.

Possible Caztses of Lagoon Failure
I4g0011 -failures Tesult in the unplanned discharge of Of failures include I from the sQTiC�
e through the bottom or sides overtopping, and breach of the
dazes. Assuming proper design and co '
Pns„-:,,g S11usxzae � I construction, the owner has the responsibility for
'• terns which znay Iead to lagoon failures include:
Modific a ion of the lagoon strucarm --an
in the dam without example is the plac.�neat of a pope
lagoon design beft design and const�on. (ConsulLan a-�iu
P g y Pis M dams_)
Lagoon liquid levels —high Ieveds.are a safety jjsk
• Failure to inspect and maintain the dam.
• Exc= surface w= flowing into the lagoon_
Lneri'
• removal or rupture
from
from inierpipe �,ourmg, damage during sludge
table. ' mP Horn lowering lagoon liquid level below groundwaLr
NO �x: Ic lagoon water is allowed to ove
rrop gullies to fo-m in the darn. Once file daai, the moving water soon cause
Of wast:w� and Possible dam 1 ��e stares, it can Quickiy.cause a large dischsr.,e

.F VIERGEN CY ACTION -PLAN.
PHONE NUMBERS
DIVISION OF WATER QUALIFY (DWQ)
EMERGENCY MANAGEMNEi SERVICES (EMS) 16 `�8r, l 5yl
SOIL AND WATER CONSERVATION DISTRICT (SWCO) 9g/p 5 -Q L
NATURAL RESOURCES CONSERVATION SERVICE NRCS) S a 63
COOPERATIVE EXTERSION SErRVICE (CES) ( lc ,5, _3
a 7�ro/
Y F
This plan will be implemented in the event that wastes from our operation ration are leaking,
overflowing or running off site. You should not wait until wastes reach surface
ers
or leave you property to consider that
effort to ensure that this does not happen -you have a problem. You should make evtery
This pl
location for all employees at the ;aCilie following are some action' in an accessible
take.items you should
1 • Stop the release of wastes. Depending on the situation, this may ore
Possible. Suggested responses to some Y �Y not be
p possible problems are listed beiwo.
A. Lagoon overflow -Possible solutions are:
a. Add soil to berm to increase elevation off dam.
b. rump wastes to Welds at an acceptable rate.
c- Stop all Mows to the lagoon immediately.
d. Call a pumping contractor.
e• Make sure no sua;ace water is entering lagoon.
B- Runo; from waste Cppllca ion field -
actions include:
a. Immediately stoa waste application.
b. Create a temporary diversion to contain waste.
C. incorporate waste to reduce runoff.
d. �vafuate and eliminate the reason s e. Evaluate t ( )that cause the runoff.
he application rates for the fields where runoff Occurred-
C. Leakage from the waste pipes and sprinklers -action include: .
a. Stop recycle pump. '
b. Stop irrigation pump.
c. Close valves to eliminate further discharge.
d. Repair all leaks prior to restarting pumps.
D. Leakage from flush systems, houses, solid separators -action i
a- Stop recycle pumD. include:
b. Stop irrigation pump.
C. Make sure siphon occurs.
d- Stop all flows in the house, flush systems, or solid separators.
E. Leakage from base or sidewall of lagoon: Osten this seepage to f lowing leaks -possible action: is see p 9 as opposed
a. Dig a small sump or ditch from the embankme
seepage, put in a submersible um ntto catch all
b. I; holes are caused b p p• and pump back to lagoon.
holes and cam a Y burrowing animals, trap or remove animals and fill
pact with a clay type soil.
C. Have a professional evaluate the condition of -the side walls -and la9 oon-
bottorn as soon as possible.
im

z.
3.
0
Assess the extent of the spit( and note any obvious damages.
a- Did the waste_ reach any surface waters?
b- approximately how much was released and for what duration?
C. Any damage notes, such as employee injury,fish kills, or roe
d- Did the spill leave the property? P P fry damage.
e- Does the spill have the potential to reach surface waters?
f- Could a future rain event cause the spilt to reach surface waters?
9- Are potable water wells in danger (either on or off the property)?
h- how much reached surface waters?
CorrdC; appropriate agencies.
a. During normal business hours call your DWQ regional office; Phone - -. After
hours, emergency number. 919-733-3942. Your phone cal( should include:
name, facility number, telephone number,
above, the exact location of the facility, the details of the incident from itemyour
the spill, weather and wind conditions The to � von er direction
ir ores that have movement
of
under Taken, and the seriousness of the sitution. been.
b. If spill leaves property or enters surface waters, call local EMS phone
c.• Instruct CMS to contact local Helath Department. number.
d• Contact Cis, phone number - , local SWCD of;ice phone number - -, and
MRCS Off -a for adviceltecanical assistance phone number - -. local
If none of the above works call 971 or the Snerit *s D
problem to them and ask the Proper Department and explain you
person to contact the agencies for you.
Con�ac. the contractor of your choice to begin repair
site darnage. or problem to minimize
o,
a. ConuQctors Name.,,.I �_ r
b. Conu ccZors Address: �a.Y, �11
' c. Contr2c-Mrs Phone:
G
6• Contaact the technical specialis< who certified the
Engineer, etc.) lagoon (NRCS
. Consulting
7.
a_ Name: ;1���� TL&r_ke,� [�!
b. Phone:
Implement procedures as advised b
I
ectify the damage, repair the system, and ra and ssess the waste mantechnical aam fides n
keep problems with release of wastes from happening again. - ent plan to
Z

._ jource
Farmstead
Animal body surfaces
Roar surfaces
Manure collection Pits
Ventilation exhaust tam
Indoor surfaces
riush tanks
iNE f
Cause
Swine p
Dirty manuro-covered arrrtrels
Wat manure-0—ared floors
Urine
Pant miearaial deco.Vcsmon
VOlasle gases
Dust
nus;
Agitation of -C)-Jed lagoon
liga)d whiles tanks are fiM g
`7!ush aileys
ARtetion during wastewater
con-yanance
Pit recharge Points
ABiratian of recycled lagoon
liquid wia'le pits are fining
Lift stations
Agitation during sump tank fWng
and drawdown
�utside drain c ollection
zr function boxes
AGizadOn duringwe
stawater
conveyance ,
=nd of drainpipes at lagoon
q Rt°Uon during wastewater
a0OOn surfaces
Volatile gas errass70ns
Biological mixing
A9i ation
-� • ••ya Pressure agRsation
Wind draft
3vomber 11, 1936
•uclvl�IVT ODOrZ- CONTROL CHECKLIST
BtIIIP's to &4inimite Odor
Site Specific Practices
( egetaave or wooded buffers;
f.l Fiecarnmended best managamant
graedces;
and common sense
( 7�Dry floors
(,!/Slotted floors;
ir] �,Materers located Over siattad floors.
bJ/era at high and of solid floors;
( Scraae manure buildup from floor..
( ) Underfloor ventilation for drying
Frequent manure remove( by flush4 t
recharge.or scrape
I ) Underfloor ventiiation
(� FFn maintenance;
fd Efficient air movement
( Washdown between groups of animals
{) Peed additives:
(i Feeder covers;
() Feed deiivery downspout extenders to
foeder covers
() Rush tank covers
() Exzend 'if lines to near botrarn of
tanks with anti -siphon vents
() Underfloor flush with underfloor
ventilation
()Extend reci:ard lints Z. near bottOm.of
Pits with anti -siphon vents
() SUMP tank covers
f) Box covers
()Extend discharge point of pipes
underneath lagoon liquid lava(
. PP oiler lagoon liquid capacity
(d Correct lagoon startup Proeodures
(J) l ninIum Surface area -to -volume ratio
i�l Minimum agitarion when pumping
() Mer-haNcal aeration
[) Proven biological additives
(Wirrigare on cry da}rs with tittle
or no wind
P Minimum recommended operation Pressure
(N Purttp intake near lagoon liquid surface
() Puma from second-srage lagoon

age Tank Or bar -in
surface
Settling basin'
Manure. slurry or sick eg
spreader outlets
=.lncovered manur~
ar sfudBc on ficid zurfacas
3ead animals
3ead animal dispo
=its
+ncinerators
==anding water around
acifities
Partial microbial decomposition
Miidng while filling
Aptatton when emptying
Partial micobial decompotition
ASidng while ftiling
Agitation when emptying
APtaaon when spreading
V01an7e gas emissions
Volatile gas emissions while drying
CarCass dacon�sition
Carcass decomposition
Incomplete compusdon
proper drainage
"cmbial decotrtpoupon of
orgaric matter
anura tracked onto puoiic Poorly maintained aecass roads
08 3rtt farm access
dditionai Inforniation:
() Bottom or midlevel loading �~
f) Tank covers
C J Basin surface rats of sods
[ J Proven binloo cal additives or oiddants
l J Extend drainpipe outlets underneath liquid
level
{) Remove settled solids r'agularly
()So7 irtiaction of slunyisludges
{ } West- rasiduei rnanura from spreader after Lisa
f) Proven biollg" addiu
vas or aiddants
l } SIR infection of -lu
+rYlsladgx
{ } Sail incorporation wittun 48 hours
{ ]Spread in thin uniform layers for rapid drying
f }Proven bioiapica♦
addtaves or oiddants
{) Proper disposition of ca
rcassas
f } Cornplete covering of
{ ] carcasses in burial pits
Proper location/construction nstructlon of disposal pits
{) Secondary stack burners
tjtai water drains
away from facilities
.r+ea maintenance
-Ae Manure Managernea— tJ2Q0 Rula/3MP Packet
vin a Production Ferris Porential Odor Sources tin:s Production i=a and Rerrreaees, SAE Fact Sheer
duty Manure Managameit Pit
Reehar4e_La
+ind Production Facility Manure Mana goon Traatmanr,
9ament: (} EBAE i 2sas
roan Dssig and Ma erfioorFiuse—Lagoon ire +mgamant f or Livestock Manure Tre aliment; EBAE i 29-z2
ibriWon of Manure and SN aanent and Stara
astewater A ge: e3Ae i 03-83
;-roiling Odors #tom Swine PAGcatien tart0 i 2AE Fact Sheet
i^Qn+nental A nd' PIH_=
ssuranc Prorfranr_ NppC
'ens for Managing Jtrlanua!
8i g Odor; a repiirr from the Swine Odor Task
lance CancOms in Anin%al Force
Manure Mane
Bement: Odors and Fires; PR0107, 7995 Conference F'raceedngs
issues Checked f ) pertain to this operation.
Carztroi measures as practical.
Available Pmr.'
NCSU ty E=Ansiort Canter
NCSi1-�;
NGSLl-3;�E
NCS -3AE
NCSIJ.3,ye
NCSLLRAZ
NCSZJ-Swine Extension
NC Pork Produces Assoc
NCSU Agri Corttmarsicadons
Florida Cooperatiws Extension
The landownerfintegrator agre_..s to use sound )udgmarrt in applying
_ tY the aforernertaoned odor Control Best Managment
r"�"embor i 1, 29@6
dices have b96 reviewed
(Land owner Signature)

source
INSECT CONTROL CHECKLIST- r=OR ANIMAL OPERATIONS .
Cause
Fiush Cstmers Arlation of solids
Lagoons and pits Gassed Solids
=Excessive vegetative
Decaying vegatat{On
:irarvth
=^_eders
ninnal Holding Areas
+nbet 7 7, 1996
Ac--ucnuiations of feed residues
A datiom of arrrrral� wastes
and feed wastage
13MP's to Minimize Odor
{Liquid Systems)
{] Hush system is designed and operated
suffcser.Zl-Y to remove accumulated
solids from gutters as designed,
() Remove bridging of accumulated solids at
discharge
ids Maintain lagoons, settling basins and
pits where pest breeding is apparent to
minimize the crusting of solids to a depth
Of no more than 6-8 inches over more than
30% of surface_
{'Maintain vegetative control along banks of
lagoons and other impoundments to prevent
accumulation of decaying vegetative matter
along water's edge on imnaundment's perirneter.
(Dry Systems)
site Saecfic pray-,;r•ec
( ) Design, operate and maintain feed
Ys
bunkers and troughs) to minimize �seatcercns (e�g»
of decaying wastage_ srnWaaen
{) Clean ua spillage or, a routine basis (e-g_ 7-10 day
iMerval during summer, 15-30 day interval during winter).
() Reduce moisture accumulation within and around
immediate perimeter of feed storage areas by
insuring drainage away from site andlor providing
adequate containment fe_g., covered bin for
brewer's grain and simiiar high moisture grain
products).
( ) Inspect for and remove or break un accumulated
solids in filter strips around food storage as needed.
() E&minate low area that trap moisture along feneas
and other locations where waste accumulates and
and disturbance by animals is minimal.
() Maintain fence rows and filter strips around anima]
holding areas to minimize accumulations of wastes
G.e_ inspect for and remove or break up accumulated
solids as needed)_

Dry Manure Handling Aecu nulations of animal etas - (t Remover spillage on a routine bezis (e.g. 7.10 day --
Systems interval during srcmtner; 1530 da
ys interval during
v►'ntar) wharo manure is loaded for land applialtion
or disposal.
(3 Provide for adequate drainage around nuncre staff
() lraraer for and rdm ve or break up aet tmtoleted wasme
in -filter stripes mound stoc3Miias and connote }acxMnQ
areas as needed_
Tile issues checked () Pertain to this operauan. The landowrerfintegrator agrees io use sound judgment in _a ! in
insect control measures as practical. AP Y 9
I certify thO aforementioned insect control Best Management Practices have been reviewed with me.
(Landowner Si
=pr more irttortrsation rontaet711s Cooperative Extertz
!7695-7613. an Service, Department of Entonwlogy. Sox 7613..North Caroba St m Urm erfity, Raleigh, NC
-MIC—November 11. 1996

Werator:RQNNIE CARTER County: SAMPSON
Date:
05/29/96
'istance to nearest residence (other than owner>:
0.0
feet
. AVERAGE LIVE WEIGHT (ALW) '
0 sows (farrow to finish) » 1417 lbs.
=
0 sows (farrow to feeder) x 522 lbs
0 lbs
=
2000 head (finishing only)
0 lbs
0 sows <farrow to wean) : 135 lbs. =
270000 lbs
x 433 lbs-
0 head (wean to feeder) =
� lbs
x 30 lb s^ =
Describe other :
0 lbs
---- --:
0
Total Average Liv�-�-------
e Weight =
270000 lbs
. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 270000 lbs. ALW x Treatment Volume(CF)/lb ~
Treatment Volume(CF)/lb
ALW
ALW =
Volume = 270000 cubic feet 1 CF/lb. ALW
�. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.69 Cubic feet
!' TOTAL DESIGNED VOLUME
Inside top length (feet) ---------------
Inside top width (feet)_�__---------- ------ 395~0
180'0
Top of dike elevation (feet) ---------
Bottom of lagoon elevation (feet)------------ 103~5
--------
93~0
Freebo��rd (feet) ---------------------
Side slopes (inside lagoon)------------------ 1~3
--------
3.0
: 1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH
DEPTH
~.~ 3.0 3.0 3.0 387~2 172.2
9.2
AREA OF TOP
LENGTH * WIDTH =
387.2 172.2
, 66676 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
332.0 117.0
. 38844 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
^ 359.6 144.6
. 207993 (AREA OF MIDSECTION
w 4)
CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM]
666/5^8
*
207992^ 6 388440 .
DEPTH/6
1.5
Total Designed Volume Available =
480719 CU. FT.

TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
395.0 180.0 11100.0 square feet
Wildings (roof and lot water}
15900.0 square feet
Describe this area,.
TflTW1 Dpa 87000.0 square Feet
Design temporary sto•rag. period to be
180 days.
SA. Volume of waste produced
Feces & urine production in
gal -;day' per 1a5 lb. ALW
Volume =
�_
Volume = 70000 lbw. ALW�1�.: 1bs. ALt,J ��
1.37
493200 gals. or E ;��`+.8 cubicic feet
1.w:f gal�day
180 days
Volume of wash water
This: is the amount of fresh water used for was
Of fresh water- used for a flush s• stem. washing floors o•r
the lagoon water are accounted fors rn Flush systems vGlur�ie
in `�A. - nts that-reci•rcuiat�e
'Jolt,tote = ud. 0 gallons/day 180 days st(?ragra/f . =48 gallCii`is
Volume =
.0 cubic feast; per CF
Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall _
Volume =
7. Q inches
7., � in* DA 1 12 inches per font
Volume = 50750, cubic feet

00
Volume of 25 year -- 24, hour storm
Volume = 7.5 inches / 12 inches per foot * DA
Volume = 54375.0 cubic feet
TOTAL REQUIRED TEl°iFORnRY STORAGE
5A.
6593E
cubic
feet
5B.
5C.
0
cubic
feet
5D.
50750
cubic
feet
54375
cubic
feet
TOTAL 171061 Cubic feet
SUMMARY
Temporary storage ____?
Rainfall in excess
180
days
bf ey n
ap_ration==========_>
25 Year - 24 hour rainfall=====______--_----___'
7.0
inches
7.5
nChe"s✓
Side sla =-_---- -_- _____________>
1.3
feet +/
Inside top - ?
3.0
c 1
Inside topwidth_________f
395.0
feet
Top of dike elevation=====_______
180.0
feet
________-_ _�
lagoon
Bottom of lszgoan elevation===-=________--
103,.5
feet
__r
Total �r�lttlila_ _______?
93.0
feet.
Actual design vrlttrs�t3____
441061
cu. ft. ae
Seasonal high watertable elevation (SHWT)===>
Stop
480719
cu. ft. x•
Pumping elc'v.==_____ _
37.3
feet
Must be > or= to the SHWT elev.====______?
'lust
99.0
feet �
be > Or = to ruin. req. treatment97.3
Required MinilL'um treatmentvolume===2�—=)
H
feet
feet
Volume at stop pumping elevatiai,===�
��99.
'-r4148
rat. ft..
}
Start pumping___
G'2i4Y ;}!i
Ctt. rt't
_____
`>
Must be at bottom of freeboard
1G1.0
feet ir-
25 r.
Actual volume less 25 r._ Y rainfall
y 4 hr.
_
rainfall==>
Volume at start Pumping elevation;===.-_-_-_-_
Required
426344
�
cu. f,
volume to be pumped=====_________ __?
Actual volume
422061
116f186
cot„ ft.
cu. ft.
planned to be um e ___>
Min. thickness P P d-_�____---?
of soil liner
137913
�
c ft. a�
When res uired==)
I mot#
DESIGNED BY:
DATE:
APPROVED D i' a �[y"it
ATEa G�Q� SEA}
14985
NOTE: SEE ATTACHED WASTE QTILIZATION PLAN �'�/14'�0'
COMMENT a
• -.'�.. E,ss �.o Fri

0p'EfiATT[1N AND_ -MAINTENANCE PLAN KHLL 1 I ut
This Iagoot; is designed for waste
180 days of teiitporar trThe tit (perntiat;ent storcige) andfluid level. (permanent and temporaryfM1� tme required for the Planned
due to site conditionsme
to be reached may vary
weather, flushing operations, and the
Of fresh water added to the system.amount
The designed teniporar •storage
(1) waste front animals and(2) excess
of 180 days storage far;;
included is storage for the 24* G-. rainfall rafter evaporation. Also
The volume of waste year hour storm for the location.
fairly generated front a given number of animals will be
y constant throughout the year and from year to year, but excess
rainfall will vary J'f=onY year to year.
The Year
be a factor to consider in an annual PumpingJcycle rainfall will not
volume must always be available. , brit thi,. storage
A maximum elevation is determined in each design to be
Pumping and this is usuallythe g begin
building(s)a Tf outlet invert of
the outlet Pipe(s) front
begin pumping, a e pipe is not installed at the elevation to
p_rn;=!t7ent marl -per rtti.i•�i; be installed at i
to indicate when primping should begin. An instalied nYList be established
this elevation
to stop pumping to mait,taiY, lagoon treatment el depth.
Pumping cat, bF started or l x _hed
p �h .
elevation, for operating
stopped at any time between these two
weather, soils F�Fa� an °ni=ei,iet;c,� as site conditions
g. and as
in order perniz�:, such as:
'Lit,off or -leaching. to apply waste without
Land applicatioY, of w�
method of dis osal. piste water is recognized as at, accE'ptabl. •
P Methods of application inclLide solid sbl
center pi.vfot1 guns, and traveling gLii, i.rri atit�Y,.
taken when applying waste to -�r g Care should be
prevent dames e
g to crops.
The following items are to be carried out:
'' it is strongly -recommended that the treatment lagoon charged to 1; c i.ts capacity to, prevent g_on be Pre -
its Pre- iisY lti reduces excessive odors duping
Waste enteric, the g g � the concentration of the initial
g lagoon thereby -reducing odors.
covered with effluent at all tinter. When recl,arnit,Solids should be
flush buildings with recycled lagoon liquid. Fresh wa
be used forflushing 9 i- _oniplete.,
g after initial filling< ter should not
2. The attached waste utilization plat, shall be
befPlanore
'recommends sampling and testing of waste tsefollowed. This
befct're land application. attachment)
3. Begin temporary storage reaches the elevationPUMP-Out f the lagoon when fluid level
101- 3 punt ci
as marl -red by permanent
out when the fluid level -reaches s marker. Stop p,inip�'-
sto•rage, :less 2Q y .f___ �.� hr storm c 7eV{anon � 990 . This temporary
872810 gallons_ , c.ontai;.s .!16G6G cubic feet or

4, The recommended maximum Amount to apply per irrigLatir�n is
SHEET 2 OF
one ") inch and the recommended- maxim��m application rate is C�.3
inch per hour. Refer to the waste utilization Galan for further details.'" Keep vegetation on the embankment and
lagoon mowed annuall Vegetation
adjacent to the
y" Vegetation should be fertilized as needed
to maintain a vigorous stand.
G. Repair anY eroded areas or areas damaged by rodents
establish in vegetation„ and
7- All surface runoff is to be diverted outlets- from the lagoon to stable
Keep a minimum of 25 feet of grass vegetated buffer around
waste utilization fields adjacent to perennial streams. not be CapPI"ed in ripen ditches. Do not pump within 200 feetWasteo fw�ll
residence or within 100 feet
a
manner not pe a well. Waste shall be applied iin
to reach other property public right-of-ways,
�a The clean Water Act of 1977 prohibits the disc
pollutants into waters of the United States. discharge of
Environment, Health, and Natural Re Di
The Department of
mental I'�2Yi"Ye?Egement, has the responsibility ft?�tr enforcing this law.

SPECIFICATIONS ICATION,r- SHEET 1 OF 2
---- RUCTION CiONS rRU TION OF WANE TREATMENT LAGOONS
FOUNDATION PREPARATION: -------------
--------------------------
The foundation area of the lagoon embankment and building pad shall. be
cleared of trees logss stumps,
Satisfactory disposition r oat ss brush, boulders,sod Slid r�iLi�i.Yh.
Y posit-ia should
be made of all deGris. The topsoil rubbish.
the lagr,Qli and pad area should
the dike and pad areas -ripped and stockpiled for use on
After be stripped
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 Mond.
EXCAVATION ANDEARTHFILLPLACEMENT:
-- -
The completed excavation and ear-thfill shall conform to the lines
Mradesq and elevations shown an the plans. Eartlitill material shill
tbe free of material such as sod roots, fr Dien hf il, =_.uterines over
inches in diameters a;id Other Objectionable material. To the -
they are suitable excavated materials can be used- extent
inch be Grcx�!gi,t !!p in apf'roximately horizontal layersfD tstoThe
exceefill
inches in thi.ck.ness when loose and prior to compaction. Each layer
Will be compacted b Complete con; fete coverage with the t-ia!!liny and spreading
equipment io of Will
beard tamping roller ar Other equivalent method.
Cor�;pic�_icr;i will be c.risidex-ed adequate when fill material is. obs
t'O cc'�nsolidate to the paint that settlement erved
is not re
NOTE THE SPECIAL REQUIREMENTS FOR PLACEMENT OF LINERSaINITHEe INERb7.c.
SECTION OF THIS SPECIFICATION. The embankment LINER
installed using the move the materials from�thelagoon shall be
excavations. Construction of fill heights shall include 1
percent for
settlement. Dikes river 15 feet in height and with an impoundment
capacity of 10 acre-feet or Safety � r:;�,re fall under the 'Y Law.. The height as defined jurisdiction of the NC
from the r c,nstruc+� g as the difference in elevation
a height •tD the dawnstTeam tOe of the dike.
Precautions Shall be taken during construction to erosion and sedimentation. prevent excessive
LINER: THE MINIMUM REQUIRED TFIICI':riEE.S SHALL BE 1.5 ft.
NOTE: LINERS (PARTIAL OR FULL) ARE REQUIRED WHEN THE �ATTACHED�
INVESTIGATION REPORT SO INDICATES OR WHEN! UNSUITABLE
MATERIAL
SOILS
ENCOUNTERED DURING CONSTRUCTION, A TYPICAL CROSSSECTIONCFIS
l5 INCLUDED IN THE DESIGN WHEN LINERS THE LINERAF;E REC2UIiiED E?Y THE SOILS 1itPCiFiT„
When
areas Of unsuitable material
excavated below finish are ecifinterecls they Will be over-
excavated
to the finish grade. to the specified depth as measured
as grade. The foundation shall be
specified to grade with a SCS approved material backfilled
llecl REFER TO THE SC37;L5 INVE`31'ICaA7'ICIN approved
ma real tie
CONSIDERATIONS. - Ct-s 3C, C i1? .
II-i THE FL..f3NS FOR St~fE'r:IF�71_.

Soil liner material shall CotiiE� 'I"rer)i sill approved 1i)x•;•);i,!))Lani w�-ate-r content of the l.t�te-r rrtcrterial.csh�llcbecw area. opti.mttm moiist4t•re
content which relates to that liner
in the hated it will farrit a tall. whichrAcontent when doeSt'ro� readilhesoil is kneaded
shall be added to borrow as necessary t r Y separate. Water
during placement of the liner. Y 'o iil�la'r'e pr�eper moisture content
material shall no" Tttr moisture content of the liner
be less than optimum water content daring placenent..
The maxim water content relates to the and
�: for efficient use of hauling equipment.soil. material being 'too wet
compaction of the liner includes Placement ino9einchrmlifts ,
compaction. Proper
compacted to at least 9@ Percent of the maximum ASTM D and
Weight of the liner materials When s $ Dry Unit
shall be scare fie�i and moistened en needed Oe hard, the previous lift
lifts tore placement of thy=
next
The singleof a clay
important factor affecting the overall compacted er�t;R_
ability of a clay liner other than the
liner s Ype of clay used for then
y i� the efficient canstrur„tioti Processing The 'sequence of equipment use and On Peing of the compacted liner.
estab-
lished pattern helps routing of equipment in man est�ab--
R- assure uniformity in the whole placement and
compaction process. For most Clay sails
rolle-r is the preferablet � ' a tamping or
type of Compaction equipment.
he`ps Foul
The snit liner shall be protected from the discharge .>j wash,
Pipes. This can be donne by rtsa.ni some t 9 outlet
or- using flexible outlet_ on waste pipe�YRs of energy dissi
p=ator (rot:l--s)
Alternatives to soil liners gape
When these addisynttional
is linens and bentonite r }_
s- are specifipdy a[idij:,io;lztl L'E�ils'truR 3e.=al�an�_o
included with thus Construction Specification.
CUTOFF Specifications are
CUTOFF TRENCH:
----------------
it cutoff trench shall be constructed under the embankment
shown on atypical cross seCtinti inthearea when trench shall be determined by plans„ The final depth t'i r, f i,;: I i rw�
materials.observation of the foundation
VEGETATION;
All exposed embankment and other bare constructed areas shall be se
to the Planned type Of vegetation as cried
as
tion according to the seedier specifications.Possible after Construe-.
Citl stress of the dike andTopsoil should be
'hall a used e the and pad to be seeded. Temporaryplaced
orrtntetFded Perron;;slit vegetatic! iseoLttgaf OrMulchdates for seeding. Permanent vegetation should be established
as possible during the Next period of approved seeding as soon
REMOVAL OF�EXIS�TING�TILE'DRAINS dates.
Wt;eti tile drains are e►icctunte-red, the the will be removed to
of 10 feet beyond the oLatside toe of
t'ronch shall be boQtkf3.11ed and compacted
e Of i d minimum
SC, p ..ha: dike. The tile
CL, Or CN pacted with _good material such as