100009_Permit Renewal Application 2019_20190410

State of North Carolina
Department of Environmental Quality
Division of Water Resources
MAR 2 7 2019
Animal Waste Management Systems ‘77-a
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. Fann Number: 10-0009 Certificate Of Coverage Number: AWS100009
2. Facility Name: Bob d & Son's Pik Nurser
3. Landowner's Name (same as on the Waste Management Plan): Boyd & Sons LLC
4. Landowner's Mailing Address: 6557 M\ rtle Head Rd --)' 6 5-2 7 piy.� If1 k�
City: Ash State: NC
Telephone Number: 910-287-6537 Ext. E-mail:
5. Facility's Physical Address: 6557 MC rtle Head Rd
City: Ash State: NC
6. County where Facility is located: Brunswick
7. Farm Manager's Name (if different from Landowner): Frances Evans
8. Farm Manager's telephone number (include area code): 910-287-6537 Ext.
9. Integrator's Name (if there is not an Integrator, write "None"): Murphy -Brown LLC
10. Operator Name (OIC): TimothF A. Evans Phone No.: 910-770-3587
11. Lessee's Name (if there is not a Lessee, write "None"):
12. Indicate animal operation type and number:
Current Permit: Operations Type Allowable Count
Swine - Wean to Feeder 3,552
Operation Types:
Zip: 28420
Zip: 28420
OIC #: 16941
Swine Cattle Dry Poultry Other Types
Wean to Finish Dairy 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
MAR 2 7 2019

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):
e^
Name: %_rya e L'JG7 Y 3 Title: ( 3 &./ / (yy
r
Signatur& _(i �tr� 3�=� Date: 3 1
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: [e-mail]
FORM: RENEWAL -STATE GENERAL 02/2019

13. Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary
corrections and provide missing data.)
Structure
Name
P
Estimated
Date
Built
Liner Type
(Clay, Synthetic,
Unknown)
Capacity
(Cubic Feet)
Estimated
Surface Area
(Square Feet)
Design Freeboard
"Redline"
(Inches)
I
/C.P 9_3
Cfa-
i ' /4 0
9100
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 bt the owner and a certified technical specialist containing:
a. The method by which waste is applied to the disposal fields (e.g. irrigation, injection, ctc.)
b. A map of every field used for land application (fcr 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]

ROY COOPER
Cavrrrlor
MICHAEL S. REGAN
Seerrrary
LINDA CULPEPPER
bir'cK"tm
NORTH CAROLINA
Environmental Quality
February 27, 2019
Boyd & Sons LLC
Boyd & Son's Pig Nursery
6557 Myrtle Head Rd
Ash, NC 28420
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://de4.nc.gov/about/divisions/water-resources/water-qualisv-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 Currenth Covered b% an
Expiring State Non -Discharge General Permit." The application form must be completed. signed and returned by April 3. 2019,
Please note that srou must include one (1) cope of the Certified Animal Waste Manaeement Plop (CAWMP) with tjle
completed and signed application form. A list of items included in the CAWM? 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.
Enclosures
cc (w/o enclosures):
Sincerely,
Jon Risgaard, Section Chief
Animal Feeding Operations and Groundwater Section
Wilmington Regional Office, Water Quality Regional Operations Section
Brunswick County Soil and Water Conservation District
AFOG Section Central Files - AWS100009
Murphy -Brown LLC
e .. NartF ar3 ri Dapartrrertof Errrorrrrrta t+4a t' 1 D vsor of Watar Faa.,ia s
.Li.E Gi.2r N Sa stcn• $t. i iC;s /a o?ry Carter 1 Fa sr North Zaro 'one;
27....D: 1&3ee
^` 912 7D7 flD2a

This plan has been prepared for:
Boyd & Sons Pig Nursery
Boyd Evans
6557 Myrtle Head Road
Ash, NC 28420
910-287-5240
Nutrient Management Plan For Animal Waste Utilization
04-12-2012
This plan has been developed by:
Mamie Caison
Brunswick SWCD
P.O. Box 26
Bolivia, NC 28422
910-253-2830
l.4w-/-
Developer Signature
Type of Plan: Nitrogen Only with Manure Only
Owner/Manager/Producer Agreement
I (we) understand and agree to the specifications and the operation and maintenance procedures
established in this nutrient management plan which includes an animal waste utilization plan for
the farm named above. I have read and understand the Required Specifications concerning animal
waste management that are included with this plan.
Signature (owner)
Signa ure (manager or producer)
Date
Date
This plan meets the minimum standards and specifications of the U.S. Department of Agriculture -
Natural Resources Conservation Service or the standard of practices adopted by the Soil and Water
Conservation Commission.
Plan Approved By:
Technical Specialist Signature Date
--i;-1
289428 Database Version 3.1 Date Printed: 04-12-2012 Cover Page 1

Nutrients applied in accordance with this plan will be supplied from the following
source(s):
Commercial Fertilizer is not included in this plan.
S5
Swine Nursery Lagoon Liquid waste generated 678,432 gals/year by a 3,552 animal
Swine Nursery Lagoon Liquid operation. This production facility has waste storage
capacities of approximately 180 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast
1563
Incorporated
2684
Injected
2955
Irrigated
1698
Max. Avail.
PAN (lbs) *
Actual PAN
Applied (lbs)
PAN Surplus/
Deficit (lbs)
Actual Volume
Applied (Gallons)
Volume Surplus/
Deficit (Gallons)
Year 1
1,683
3359
-1,676
1,408,235
-729,803
Note: In source ID, S means standard source, U means user defined source.
* Max. Available PAN is calculated on the basis of the actual application method(s) identified in the plan for this source.
289428 Database Version 3.1 Date Printed: 04-12-2012
Source Page Page 1 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 Summary
Tract
Field
Total
Acres
Useable
Acres
Leaching
Index (LI)
Soil Series
Crop Sequence
RYE
501
1
1.30
1.30
,
N/A
Woodington
Small Grain Overseed
1.0 Tons
Common Bermudagrass Pasture
3.4 Tons
501
2
1.30
1.30
N/A
Woodington
Small Grain Overseed
1.0 Tons
Common Bermudagrass Pasture
3.4 Tons
501
3
1.30
1.30
N/A
Woodington
Small Grain Overseed
1.0 Tons
Common Bermudagrass Pasture
3.4 Tons
501
4
1.30
1.30
N/A
Woodington
Small Grain Overseed
1.0 Tons
Common Bermudagrass Pasture
3.4 Tons
501
5
1.30
1.30
N/A
Woodington
Small Grain Overseed
1.0 Tons
Common Bermudagrass Pasture
3.4 Tons
501
6
1.30
1.30
N/A
Torhunta
Small Grain Overseed
ti
1.0 Tons
Common Bermudagrass Pasture
3.8 Tons
501
7
1.30
1.30
N/A
Torhunta
Small Grain Overseed
1.0 Tons
Common Bermudagrass Pasture
3.8 Tons
501
8
3.00
3.00
N/A
Torhunta
Small Grain Overseed
1.0 Tons
Common Bermudagrass Pasture
3.8 Tons
783
9
7.50
7.50
N/A
Pantego
Small Grain Overseed
1.0 Tons
Common Bermudagrass Pasture
3.8 Tons
PLAN TOTALS:
19.60
19.60
LI
Potential Leaching
Technical Guidance
< Z
Low potential to contribute to soluble
nutrient leaching below the root zone.
None
�= 2 & ry
Moderate potential to contribute to soluble
Nutrient Management (590) should be planned.
10
nutrient leaching below the root zone.
High potential to contribute to soluble
Nutrient Management (590) should be planned. Other conservation practices that improve the soils
nutrient leaching below the root zone.
available water holding capacity and improve nutrient use efficiency should be considered.
> 10
Examples are Cover Crops (340) to scavenge nutrients, Sod -Based Rotations (328), Long -Tenn
No -Till (778), and edge -of -field practices such as Filter Strips (393) and Riparian Forest Buffers
(391).
289428
Database Version 3.1 Date Printed 4/122012
NOTE: Symbol * means user entered data
PCS Page Page 1 of 1

The W. Jtilization table shown below sutnmarizes the waste utilization plan for tl.__ )peration. This plan provides an estimate of the number of acres of croptu..needed to use
the nutrients being produced. The plan requires consideration of the realistic yields of the crops to be grown, 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 or 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 in 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
Tract
501
501
501
501
501
501
501
501
501
501
501
501
501
501
501
Field
1
1
2
2
3
3
4
5
5
6
6
7
7
8
8
Source
ID
S5
S5
S5
S5
S5
S5
S5
S5
S5
S5
S5
S5
S5
S5
S5
S5
Soil Series
Woodington
Woodington
Woodington
Woodington
Woodington
Woodington
Woodington
Woodington
Woodington
Woodington
Torhunta
Torhunta
Torhunta
Torhunta
Torhunta
Torhunta
Total
Acres
1.30
1.30
1.30
1.30
1.30
1.30
1.30
1.30
1.30
1.30
1.30
1.30
1.30
1.30
3.00
3.00
Use.
Acres
1.30
1.30
1.30,
1.30
1.30
1.30
1.30
1.30
1.30
1.30
1.30
1.30
1.30
1.30
3.00
3.00
Crop
Small Grain Overseed
Common Bermudagrass Pasture
Small Grain Overseed
Common Bermudagrass Pasture
Small Grain Overseed
Common Bermudagrass Pasture
Small Grain Overseed
Common Bermudagrass Pasture
Small Grain Overseed
Common Bermudagrass Pasture
Year 1
RYE
1.0 Tons
3.4 Tons
1.0 Tons
3.4 Tons
1.0 Tons
3.4 Tons
1.0 Tons
3.4 Tons
1.0 Tons
3.4 Tons
Applic.
Period
10/1-3/31
3/15-9/15
10/1-3/31
3/15-9/15
10/1-3/31
3/15-9/15
10/1-3/31
3/15-9/15
10/1-3/31
3/15-9/15
Nitrogen
PA
Nutrient
Req'd
(lbs/A)
Comm.
Fert.
Nutrient
Applied
(lbs/A)
Res.
(lbs/A)
50
110
50
110
50
110
50
110
50
110
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Applic.
Method
Irrig.
Irrig.
Irrig.
Irrig.
Irrig.
Irrig.
Irrig.
Irrig.
Irrig.
Irrig.
Small Grain Overseed
Common Bermudagrass Pasture
Small Grain Overseed
Common Bermudagrass Pasture
Small Grain Overseed
Common Bermudagrass Pasture
1.0 Tons
3.8 Tons
1.0 Tons
3.8 Tons
1.0 Tons
10/1-3/31
3/15-9/15
10/1-3/31
3/15-9/15
10/1-3/31
50
127
50
127
5n
3.8 Tons 3/15-9/15 127
0
0
0
0
0
0
0
0
0
0
0
Irrig.
Irrig.
Irrig.
brig.
Broad.
0 Broad.
Manure
PA
NutrientA
pplied
(lbs/A)
Liquid
ManureA
pplied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
1000
gal/A
Tons
1000 gals
tons
50
19.97
0.00
25.96
0.00
110
43.94
0.00
57.12
0.00
50
19.97
0.00
25.96
0.00
110
44.34
0.00
57.64
0.00
50
19.97
0.00
25.96
0.00
110
44.34
0.00
57.64
0.00
50
19.97
0.00
25.96
0.00
110
44.34
0.00
57.64
0.00
50
19.97
0.00
25.96
0.00
110
44.34
0.00
57.64
0.00
50
19.97
0.00
25.96
0.00
127
50.73
0.00
65.95
0.00
50
19.97
0.00
25.96
0.00
127
50.73
0.00
65.95
0.00
50
21.71
0.00
65.13
0.00
127
55.14
0.00
165.42
0.00
289428 Database Version 3.1 Date Printed: 4/12/2012 WUT Page Page 1 of 2

Waste Utili. ) Table
Tract
Field
Source
ID
Soil Series
Total
Acres
Use.
Acres
Crop
RYE
Applic.
Period
Nitrogen
PA
Nutrient
Req'd
(lbs/A)
Comm.
Fert.
Nutrient
Applied
(lbs/A)
Res.
(lbs/A)
Applic.
Method
Manure
PA
NutrientA
pplied
(lbs/A)
Liquid
ManureA
pplied
(acre)
Solid
Manure
Applied
(acre)
Liy,.i
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
N
N
1000
gal/A
Tons
1000 gals
tons
783
9
S5
Pantego
7.50
7.50
Small Grain 0verseed
1.0 Tons
10/1-3/31
50
0
0
Broad.
50
21.71
0.00
162.82
0.00
783
9
S5
Pantego
7.50
7.50
Common Bennudagrass Pasture
3.8 Tons
3/15-9/15
127
0
0
Broad.
127
55.14
0.00
413.55
0.00
Total Applied, 1000 gallons
1,408.24
Total Produced, 1000 gallons
678.43
Balance, 1000 gallons
-729.80
Total Applied, tons
0.00
Total Produced, tons
0.00
Balance, tons
0.00
Notes: 1. In the tract column, — symbol means leased, otherwise, owned.
2. Symbol * means user entered data.
289428 Database Version 3.1 Date Printed: 4/12/2012 WUT Page Page 2 of 2

The Irrigation Application Factors for each field in this plan are shown in the following table. Infiltration rate varies with soils. If
`applying waste nutrients through an irrigation system, you must apply at a rate that will not result in runoff. This table provides the
maximum application rate per hour that may be applied to each field selected to receive wastewater. It also lists the maximum
application amount that each field may receive in any one application event.
Irrigation Application Factors
Tract
Field
Soil Series
Application Rate
(inches/hour)
Application Amount
(inches)
501
1
Woodington
0.40
1.0
501
2
Woodington
0.40
1.0
501
3
Woodington
0.40
1.0
501
4
Woodington
0.40
1.0
501
5
Woodington
0.40
1.0
501
6
Torhunta
0.45
1.0
501
7
Torhunta
0.45
1.0
289428 Database Version 3.1 Date Printed 4/12/2012 IAF Page Page 1 of 1
NOTE: Symbol * means user entered data.

The following Lagoon Sludge Nitrogen Utilization table provides an estimate of the number of acres needed for sludge
utilization for the indicated accumulation period. These estimates are based on average nitrogen concentrations for each 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 of the effluent. At clean out, this
material must be utilized for crop production and applied at agronomic rates. In most cases, the priority nutrient is nitrogen but
other nutrients including phosphorous, copper and zinc can also be limiting. Since nutrient levels are generally very high,
application of sludge 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 should be taken not to load effluent application fields with high amounts of
copper and zinc so that additional effluent 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.
Lagoon Sludge Nitrogen Utilization Table
Crop
Maximum
PA-N Rate
lb/ac
Maximum Sludge
Application Rate
1000 gal/ac
Minimum Acres
5 Years Accumulation
Minimum Acres
10 Years Accumulation
Minimum Acres
, 15 Years Accumulation
Swine Nursery Lagoon Sludge - Standard
Com 120 bu
150
13.16
9.04
18.08
27.12
Hay 6 ton R.Y.E.
300
26.32
4.52
9.04
13.56
Soybean 40 bu
160
14.04
8.48
16.95
25.43
289428 Database Version 3.1 Date Printed: 04-12-2012 Sludge Page Page 1 of

The Available Waste Storage Capacity table provides an estimate of the number of days of storage capacity available
at the end of each month of the plan. Available storage 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
holding 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. If the 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 the 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.
Available Waste Storage Capacity
Source Name
Swine Nursery Lagoon Liquid
Design Storage Capacity (Days)
Start Date
9/1
180
Plan Year
Month
Available Storage Capacity (Days) *
1
1
180
1
2
174
1
3
180
1
4
180
1
5
180
1
6
180
1
7
180
1
8
180
1
9
180
1
10
180
1
11
179
1
12
177
* Available Storage Capacity is calculated as of the end of each month.
289428 Database Version 3.1 Date Printed: 04-12-2012 Capacity Page Page 1 of 1

Required Specifications For Animal Waste Management
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 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 10 tons per acre per year provided grass filter strips are installed where
runoff leaves the field (see USDA, NRCS Field Office Technical Guide Standard
393 - Filter Strips).
5. Odors can be reduced by injecting the waste or by disking 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).
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 and flies.
289428 Database Version 3.1 Date Printed: 4/12/2012 Specification Page 1

8. 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 a 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. 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 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.
15. Animal waste shall not be discharged into surface waters, drainageways, or
wetlands by a discharge or by over -spraying. Animal waste may be applied to
prior converted cropland provided 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.
16. Domestic and industrial waste from washdown facilities, showers, toilets, sinks,
etc., shall not be discharged into the animal waste management system.
289428 Database Version 3.1 Date Printed: 4/12/2012 Specification Page 2

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.
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.
289428 Database Version 3.1 Date Printed: 4/12/2012 Specification Page 3

Crop Notes
The following crop note applies to field(s): 6, 7, 8, 9
Small Grain: Coastal Plain, Organic Soils
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% 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): 1, 2, 3, 4, 5
Small Grain: CP, Mineral Soil, low -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% 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): 6, 7, 8, 9
Common Bermudagrass: No Comment
The following crop note applies to field(s): 1, 2, 3, 4, 5
Common Bermudagrass: No Comment
289428 Database Version 3.1 Date Printed: 04-12-2012 Crop Note Page Page 1 of 1

•
34.136041, -78.507227

Brunswick County, NC
-
6)70k •=1-5-:) /a 5
Disclaimer: Map and parcel data are believed to be accurate, but accuracy is not
guaranteed. This is not a legal document and should not be substituted for a title search,
appraisal, survey, or for zoning verification.
Map Scale
1 inch = 503 feet

EWP-42GE CY ACTION PLAN
PHONE NUMBERS
DWQ 'Z`_•t►iz)
EMERGENCY MANAGEMENT SYSTEM
SWCD
NRCS
This plan will be implemented in the event that wastes from your operation are leaking,
overflowing. or running off site. You should not wait until wastes reach surface waters or
leave your property to consider that you have a problem. You should make every effort to
ensure that this does not happen. This plan should be posted in an accessible location for
all employees at the facility. The following are some action items you should take.
1. Stop the release of wastes. Depending on the situation."this may or may not be
possible. Suggested responses to some possible problems are listed below.
A. Lagoon overflow -possible solutions are:
a. Add soil to berm to increase elevation of dam.
b. Pump wastes to fields at an acceptable rate.
c. Stop all tlows co the lagoon immediately.
d. Call a pumping. contractor.
e. Make sure no surface water is entering lagoon.
B: Runoff from waste application field -actions include:
a. Immediately stop waste application.
b. Create a temporary diversion to contain waste.
c. Incorporate waste to reduce runoff.
d. Evaluate and eliminate the reason(s) that caused the runoff.
e. Evaluate the application rates for the fields where runoff occurred.
C: Leakage from the waste pipes and sprinklers -action include:
a. Stop recycle pump.
b. Stop irrigation pump.
c. Close valves to eliminate further discharge.
d. Repair all leaks prior to restarting pumps.
D: Leakage from flush systems. houses, solid separators -action include:
a. Stop recycle pump.
b. Stop irrigation pump.
c. Make sure no siphon occurs.
d. Stop all flows in the house. flush systems. or solid separators.
1S. 1996

•
e. Repair all leaks prior to restarting. pumps.
E: Leakage from base or sidewall of lagoon. Often this is seepage as opposed to
flowing. leaks- possible action:
a. Dig a small sump or ditch away from the embankment to catch all seepage,
put in a submersible pump, and pump back to Iagoon.
b. If holes are caused by burrowing. animals. trap or remove animals and fill
holes and compact with a clay type soil.
c. Have a professional evaluate the condition of the side walls and lagoon
bottom as soon as possible.
2. Assess the extent of the spill 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 noted, such as employee injury, fish kills, or property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
f. Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger (either on or off of the property)?
h. How much reached surface waters?
3: Contact appropriate agencies.
a. During normal.business hours, call your DWQ (Division of Water Quality)
regional office; Phone - • - . After hours, emergency number: 919-733-3942.
Your phone call should include: your name, facility, telephone number, the details
of the incident from item 2 above, the exact location of the facility, the location or
direction of movement of the spill. weather and wind conditions. The corrective
measures that have been under taken, and the seriousness of the situation.
b. If spill leaves property or enters surface waters, call local EMS Phone number
c. Instruct EMS to contact local Health Department.
d. Contact CES, phone number - • - , local SWCD office phone number -
and local NRCS office for advice/technical assistance phone number - -
4: If none of the above works call 911 or the Sheriff's Department and explain your
problem to them and ask that person to contact the proper agencies for you.
5: Contact the contractor of your choice to begin repair of problem to minimize off -site
damage.
a. Contractors Name:
b. Contractors Address:
c. Contractors Phone:
Decttmber 18. 1900

6: Contact the technical specialist who certified the lagoon (NRCS. Consulting
Engineer. etc.) ,s
a. Name:.'... <:�c
b. Phone:
c _ a CA
7: Implement procedures as. advised by DWQ and technical assistance agencies to
rectify the damage, repair the system. and reassess the waste management plan to
keep problems with release of wastes from happening again.
December IS. 1996

Insect Control Checklist for Animal Operations
rcc Cause
c T ® Accumulations of animal 0 Remove spillage on a routine basis (c.g., _ ---- ----
ystems wastes 7- to 10-day interval during summer; 15- to 30-day
interval during winter) where manure is loaded iiir
Ittlltl Efpl)IiCaliUn (.i1 disposal
Cl Provide 1(1r adequate drainage around manure
stockpiles
r Inspect for.and remove or break up accumulated
wastes in i'ilter strips around stockpiles and manure
handling areas as needed
i3i1'Irs to Control Insects Site Specific Practices
:e a Accumulations of feed 1 Reduce moisture accumulation within and around
residues
immediate perinieter of feed storage areas by
ensuring drainage is away from site and/or
providing adequate containment (e.g., covered bin
for brewer's grain and similar high moisture grain
products)
Inspect for and remove or break up accumulated
solids ill filter strips around feed storage as needed
!ding w Accumulations of animal ® Eliminate low areas Niel Trap moisture along fences
wastes and feed wastage and other locations where waste accumulates and
disturbance by animals is minimal
0 ivlaintain fence rows and filter strips around animal
holding areas to minimi7..e accumulations of wastes
(ix., inspect for and remove or break up
accumulated solids as needed)
nt'ormation contact:
Extension Service, Department of Entomology, !lox 7613, North Carolina Stale University, Raleigh, NC 27695-7613.

Insect Control Checklist for Animal Operations
Source Cause WIN to Control insects Site Specific Practices
h gutters
Liquid Systems
• Accumulation of solids 0 Flush system is designed and operated
sufficiently to remove accumulated solids from
gutters as designed
0 Remove bridging of accumulated solids al
discharge
ions and pits • Crusted solids
11 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
diver more than 30 potent of surliice
ssive vegetative • Decaying vegetation Maintain vegetative control along banks of
with lagoons and other impoundments to prevent
accumulation of decaying vegetative matter along
writer's edge on impoundment's perimeter.
Dry Systems
lers • Feed spillage 0 Design, operate, and maintain feed systems
(e.g., bunkers and troughs) to minimize the
accumulation of decaying wastage
0 Clean up spillage on a routine busis (e.g., 7- to 10-
day interval during summer; 15- to 30-day interval
during winter)

Swine Farm Waste Management Odor Control Checklist
Source Cause BMl's to Minimize Odor -- Site Specific Practices
alleys a Agitation during wastewater CI Underfloor flush with underfloor ventilation
conveyance
:harp points • Agitation of recycled lagoon 0 Extend recharge lines to near bottom of pits with
liquid while pits are tilling anti -siphon vents
alions • Agitation during sump tank 0 Sump tank covers
filling and drawdown
le drain • Agitation during wastewater 0 Box covers
lion or conveyance
on boxes
f drainpipes • Agitation during wastewater 0 Extend discharge lxiint of pipes underneath
Don conveyance lagoon liquid level
to surfaces • Volatile gas emissions j Proper lagoon liquid capacity
• Biological inixing tit, Correct lagoon startup procedures
• Agitation ta Minimum surface area -to -volume ratio
lit, Minimum agitation when pumping
O Mechanical aeration
fJ Proven iiiotogical additives
tion sprinkler
es
• i ligh pressure agitation
• Wind drift
pi, Irrigate on dry days with little or no wind
I Minimum recommended operating pressure
Pump intake near lagoon liquid surface
0 Pump from second -stage lagoon
t,.

Swine Farm Waste Management Odor Control Checklist
'CC
Cause
or
e
• Partial microbial
decomposition
• Mixing while filling
• Agitation when emptying
in • Partial microbial
decomposition
• Mixing while filling
• Agitation when emptying
rry, or • Agitation when spreading
'der • Volatile gas emissions
iianure,
Age on
.s
Is
• Volatile gas emissions while
drying
BMI's to Minimize ()dor
CD Bottom or midlevel loading
Site Specific i'ractices
CI 'Tank covers
® Basin surface mats of solids
® Proven biological additives or oxidants
O Extend drainpipe outlets underneath liquid level
0 Remove settled solids regularly
CD Soil injection of slurry/sludges
® Wash residual manure lront spreader after use
Cl Proven biological additives or oxidants
D Soil injection of slurry/sludges
O Soil incorporation within 48 hours
® Spread in thin uniform layers for rapid drying
® Proven biological additives or oxidants
• Carcass decomposition
`1 Proper disposition of carcasses
• Carcass decomposition
O Complete covering of carcasses in burial pits
C1 Proper location/construction of disposal pits
• incomplete combustion
O Secondary stack burners
'ter
dies
• Improper drainage
• Microbial decomposition of
organic matter
lD Grade and landscape such that water drains away
from facilities

(check which mecnoats) are oecn_
Burial three feet beneath the surface of the ground within 24 hours after
knowledge of the death. The burial must be ac least 300 feet from any crowing
stream or public body of water.
Rendering ac a rendering. plant licensed under G.S. 106-168.7
Complete incineration
In the case of dead poultry only, placing in a_disposal pic or a size and design
approved by the Department of Agriculture
Any method .which in the professional opinion of the State Veterinarian would
make possible the salvage of part of a dead animal's value without endanzertng
human or animal health. (Written approval of the State Veterinarian rzusc be
attached)
December l3. 1996
_r.

ce
:es
Swine Farm Waste Management Odor Control Checklist
Cause
• Swine production
• Dirty manure -covered
animals
13M1's to Minimize Odor
Vegetative or wooded buffers
Recommended best management practices
Good judgment and common sense
Site Specific Practices
• Wet manure -covered floors
lection • Urine
• Partial microbial
decomposition
exhaust • Volatile gases
• Dust
aces • Dust
0 Dry floors
0
Slotted floors
Waterers located over slotted floors
Feeders at high end of solid floors
Scrape manure buildup, from floors
Underfloor ventilation for drying
Frequent manure removal by flush, pit recharge,
or scrape
4lndertloor ventilation
Fan maintenance
Efficient air movement
N171,Washdown between groups of animals
O Feed additives
91 Feeder covers
O Feed deliveiy'downspout extenders to feeder
covers
• Agitation of recycled lagoon
liquid while tanks are lilting
Flush tank covers
n Extend fill lines to near bottom of tanks with
anti -siphon vents
I r
(i'

Swine Farm Waste Management Odor Control Checklist
rce
Cause BMPs to Minimize Odor
.:kcd onto Poorly maintained access
s from roads
1 Information:
21, farm access road maintenance
Site Specific Practices
Lure Management; .0200 Rule/BMP Packet
luclion Farm Potential Odor Sources and Remedies; EI3A1:: Fact Sheet
Juction Facility Manure Management: Pit Recharge ---Lagoon Treatment; EBAE 128-88
luclion Facility Manure Management: Underfloor Flush —Lagoon Tratment; EBAE 129-88
:sign and Management for Livestock Manure 'Treatment and Storage; E13A1 103-83
t of Manure and Wastewater Application Equipment; EBAE Fact Sheet
5 Odors from Swine Buildings; PI11-33
:ntal Assurance Program; NPPC Manual
r Managing Odor; a report from the Swine Odor Task Force
.oilcans in Animal Manure Management: Odors and Flies; PRO107, 1995 Conference Proceedings
Available From:
NCSI I, County Extension Center
NCSIJ--.IIAF
NC'SU--- IIAE
NCSU—IIAI:7,
NC'St1--11Ai:;
NCSIJ-13AE
NCSIJ--Swine Extension
N.C. Pork Producers Assoc.
NC:St.J Agricultural Communications
Florida Cooperative Extension

Primary Secondary
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.
Routine Mortality
Version —November 26, 2018
r Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.106-403). The bottom of the burial pit should be at least one foot above the seasonal
high water table. Attach burial location map and plan.
El
Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
ORendering at a rendering plant licensed under G.S. 106-168.7.
glComplete incineration according to 02 NCAC 52C .0102.
El a 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.
El El 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).
II ❑ Any method which, in the professional opinionof 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
3- 7- 620l?
Date
3— /5 — 19
Signature of Technical Specialist Date

Operator:BOYD EVANS County: BRUNSWICK Date: 02/01/93
Distance to nearest residence (other than owner): 3000.0 feet
1. STEADY STATE LIVE WEIGHT
O sows (farrow to finish) x 1417 lbs. = 0 lbs
O sows (farrow to feeder) x 522 lbs. = 0 lbs
O head (finishing only) x 135 lbs. = 0 lbs
O sows (farrow to wean) x 433 lbs. = 0 lbs
3552 head (wean to feeder) x 30 lbs. = 106560 lbs
TOTAL STEADY STATE LIVE WEIGHT (SSLW) = 106560 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 106560 lbs. SSLW x Treatment Volume(CF)/lb. SSLW
Treatment Volume(CF)/lb. SSLW= 1 CF/lb. SSLW
Volume = 106560 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet ; "Owner requests no sludge storage.
Sludge will be removed as needed."
4. TOTAL DESIGN VOLUME
Inside top length 220.0 feet ; Inside top width 13 s.0 feet
Top of dike at elevation 49.3 feet -
F'
Freeboard 1.0 feet ; Side slopes 3:"0 : 1 (Inside lagoon)
Total design lagoon liquid level at elevation 48.3 feet
Bottom of lagoon elevation 38.3 feet r /,
Seasonal high water table elevation feet#-B`�
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 214.0 129.0 10.0
AREA OF TOP
LENGTH * WIDTH =
214.0 129.0 27606.0 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
154.0 69.0 10626.0 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
184.0 99.0
72864.0 (AREA OF MIDSECTION * 4)
CU. FT. = AAREA TOP + (4*AREA MIDSECTION) + AREA BOTTOML) * DEPTH/6
27606.0 72864.0 10626.0 1.7

VOLUME OF LAGOON AT TOTAL DESIGN LIQUID LEVEL = 185160 CU. FT.
5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
220.0 135.0 29700.0 square feet
Buildings (roof and lot water)
Length * Width =
0.0 0.0 0.0 square feet
TOTAL DA 29700.0 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Approximate daily production of manure in CF/LB SSLW 0.00136
Volume = 106560 Lbs. SSLW * CF of Waste/Lb./Day * 180 days
Volume = 26023 cubic feet
5B. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day *
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
180 days storage/7.48 gallons
per CF
= 7.0 inches
Volume = 7.0 in * DA / 12 inches per foot
Volume = 17325.0 cubic feet

VOLUME OF LAGOON AT TOTAL DESIGN LIQUID LEVEL = 185160 CU. FT.
5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
220.0 135.0 29700.0 square feet
Buildings (roof and lot water)
Length * Width =
0.0 0.0 0.0 square feet
TOTAL DA 29700.0 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Approximate daily production of manure in CF/LB SSLW 0.00136
Volume = 106560 Lbs. SSLW * CF of Waste/Lb./Day * 180 days
Volume = 26023 cubic feet
5B. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day *
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
180 days storage/7.48 gallons
per CF
Volume = 7.0 in * DA / 12 inches per foot
Volume = 17325.0 cubic feet
7.0 inches

5D. Volume of 25 year - 24 hour storm
Volume = 7.5 inches / 12 inches per foot * DA
Volume = 18562.5 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 26023 cubic feet
5B. 0 cubic feet
5C. 17325 cubic feet
5D. 18563 cubic feet
TOTAL 61910 cubic feet
6. SUMMARY
Total required volume
Total design volume avail.
168470 cubic feet
185160 cubic feet
Min. req. treatment volume plus sludge accumulation 106560 cubic feet
At elev. 45.5 feet ; Volume is 116776 cubic feet (end pumping)
Total design volume less 25yr-24hr storm is 166598 cubic feet
At elev. 47.5 feet ; Volume is 165029 cubic feet (start pumping)
Seasonal high water table elevation V feet
7. DESIGNED BY: evAAJJAA. APPROVED BY: Ar 4.4.. -
DATE : DATE: 3/2-1 3
� r j
c .., q c s
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN

SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
Clearing:
All trees and brush shall be removed from the construction area
before any excavating or fill is started. Stumps will be removed
within the area of the foundation of the embankment and fill areas
and all excavated areas. All stumps and roots exceeding one (1)
inch in diameter shall be removed to a minimum depth of one (1)
foot. Satisfactory disposition will be made of all debris. The
foundation area shall be loosened thoroughly before placement of
embankment material.
Cut-off Trench:
A cut-off trench (when specified) shall be installed as shown in
the plans.
Construction:
Construction of excavated and earthfill areas shall be performed to
the neat lines and grades as planned. Deviations from this will
require prior approval of the SCS. Earthfill shall not be placed
in standing water and reasonable compaction of the fills shall be
performed by the construction equipment or sheeps-foot roller during
placement. The embankment of the lagoon shall be installed using
the more impervious materials. Construction of fill heights shall
include ten (10) percent for settlement. To protect against seepage,
when areas of unsuitable material are encountered, they will need to
be excavated a minimum of one (1) foot below grade and backfilled and
compacted with a suitable material (ie-CL,SC,CH). Refer to the soils
investigation information in the plans for special considerations.
Precautions should be taken during construction to prevent excessive
erosion and sedimentation.
Vegetation:
All exposed embankment and other bare constructed areas shall be
seeded to the planned type of vegetation as soon as possible after
construction.

SEEDING RECOMMENDATIONS
AREA TO BE SEEDED: 2.0 ACRES
USE THE SEED MIXTURE INDICATED:
O LBS. FESCUE GRASS § 60 LBS./ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 15 TO NOVEMBER 30
O LBS. 'PENSACOLA' BAHIA GRASS § 60 LBS./ACRE
(SEE FOOTNOTE NO. 1)
SEEDING DATES: MARCH 15 TO JUNE 30
16 LBS. HULLED BERMUDA GRASS § 8 LBS./AC.
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
O LBS. RYE GRAIN § 30 LBS./ACRE (NURSERY FOR FESCUE)
O LBS. RYE GRASS § 40 LBS./ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
LBS.
APPLY THE FOLLOWING:
2000 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE)
4 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
200 BALES OF SMALL GRAIN STRAW (100 BALES/ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE
ALL DISTURBED AREA IMMEDIATELY AFTER EARTH MOVING IS COMPLETED.
APPLY LIME AND FERTILIZER THEN DISK TO PREPARE A 3 TO 4 INCH
SMOOTH SEEDBED. APPLY SEED AND FIRM SEEDBED WITH A CULTIPACKER
OR SIMILAR EQUIPMENT. APPLY MULCH AND SECURE WITH A MULCH
ANCHORING TOOL OR NETTING.
1. PENSACOLA BAHIAGRASS IS SLOWER TO ESTABLISH THAN COMMON
BERMUDA GRASS. WHEN USING BAHIA, IT IS RECOMMENDED THAT 8
LBS./ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER
UNTIL BAHIAGRASS IS ESTABLISHED.

Orientation: -45.0
48.50
48.00
47.50
47.00
46.50
46.00
45.60
Lower Left
f
Z Magnification: 46.1
r 4114
�� ` 1�1�► friT��'� _ZT i� y - � - ��+
- � �b��AO. 41. �'<�+ice�a���.�
30 Mesh Surface
Existing
Project:
Drawing:
Number:
Location:
Bid Date:
Engineer:
Owner:
Estimator:
BOYD EVANS
3662 NURSERY
Inclination: 20.0
3D Mesh Surface
Prepared b}d: using Sitework

cD
US
Daylight
48.00
47.76 48.04 47.01
47.92 48.35
47.91 48.30
Pirvter
46.92 47.10
47.62 47.22
-I 47.60
.� rn
Plot of all data for the surface:
Existing
Project:
Drawing:
Number:
Location:
Bid Date:
Engineer:
Owner:
Estimator:
BOYD EVANS
3552 NURSERY
45.80
47.50
Prepared by: using Sitework

c0R.PIN V (-N't•
-11.b INCH
Qv��DIn1G t�itb E{K U f. S/ %
I
16"
L3vTt-b Wl
E LE 1V,
set III
of 4ci,E r ;+
I G IA L V Mu.) OP f S 6' t_
L AG a o N\
PLUG DesIGN
go�Tattk 01 SuNn V"
EL,
To vJ i b1 a l 1.
■
INEMEMEN
X sLop�
x 3�"
INVetir or- Du'rk T-
EL.EU,
8
Qlpc
TOTAL t:5ICEN
\J3,0 : \
S�c'Pti�a 4/1
S3 OTT O'M E L E U.
s f:
TRigIATNnEN `C
LvNGnoN
Dei%7t-f
'7,J—\)
/ r
IIAvtukr is,g
f
sETrLtq TOP EDP
1

Orientation: -46.0
52.00
50.00
48.00
46.00
44.00
42.00
40.00
38.00
Lower Left
Z Magnification: 9.8
� 1
+t140.44,
\111
i;IP' .."--wits-,...„ .
44,
�1-� "1" . �ix �f�f ������T.- .f,�I� lj� ��1
TT T T T � �l f�'�l l T��� St1�����lyT �� � : � 4+*
+T TT ITTIMTT +�� _tf Tl
TTTTTT-''TTTf T� ��lTll�Tl ����� �' +�
TTT�i'TT�T �T '�� T TT�T�����'��+
w +� �T TINT A
`\
\
3D Mesh Surface
Balanced
Project:
Drawing:
Number:
Location:
Bid Date:
Engineer:
Owner:
Estimator:
BOYD EVANS
3552 NURSERY
\I
Inclination: 20.0
I Arr
!�T
\\\\\\\\\\\\ \\\\\\\\\\\
3D Mesh Surface
Prepared bw: using Sitework

:Aq peaedaad
xaoMaITS buTsn
tlotl
to $ 0
rr04
r• (D r-
5 n 0
w •• m
rr (D
0 ►1
H ••
:a4eQ PTH
rzt0ro
o c n n
O 5 a 0
N tr u.
rt (D r• (D
r• n 0 0
o••wrt
O .. ..
„pesodoad„
•,d H N
w rt r-
✓ - 0 r
to n r
m w
rr
✓ -
0
w
rt
0
0.
000m tr
• • • r w
000rt r
F- 6 LV 0 0 PW
0
0
✓ -
0
La
S
r•
rt
0
r•
0
to Ln in
0 0 o N
0 0 I 0
on to Co
• 0 0
0o O W S
to v to rt 0
0
H
t
t U1
0 -.1 0 611
• • • H
oart"
1-6 ....1 613r+
z
tr
r•
0
K
w
n
0.
to
:;uaoaad TTems/xuTags
N
0
•
0
:quaaaed TTaMs/xuTags 4n0
0
0
0

:i q pa.aedaJd
morn rzom
W £ 3 1-•0 C 1 z
0303 0.0 3 In0
r• 10 r• 01 Cr E (-..
3130010 1-•10
m •• 10 Os r•= 3 0
r* m rt O ••1O rt
O I 10 3 •• ••
0 CO
00
NO
CG
AD
0Z
10)
•0
0
rt
0
-11
01
1-�
r
00
01ID
r-• rr
0Or
3 1
0 0
10
0.
r+
01
01
Z
1
m
0
01
4 4—
rµ
to
r
UJ
N © o
f
m
ro
0
N
m

:rig paaeda.ad
rnonwrzo i
01E3a-0C33
rf310O.03m0
r•Wr• mcrE�.
313 0r*W wW
• •• m m r•3 3 0
rrt W ri• 0 ••IO rt
O 3m 3 ••••
3 .. •...
WW
010
01-C
NO
zm
cc
aiz
MN
. )q -40 dal,

mommrzOv
10E31h•0C ii
trt710 0.0 3 m 0
r•mr• m0'Et..
3170rtm I -ID
m •• m 01 r•z 7 0
to rt
O 110 10 3 ••
••
-$ .....•
woo
NO
N-C
NO
cc
MD
(AZ
mN
X1
0
rt
0
rt
III
m
1-
0
13
r•
W7
III 10
r
m 1-
O • 7
m 10
0. In
-1
0
7
rt
m
10
C
1
-11
01
0
m
P
a
-
a,
z
s
A
(0
A A 01
�-3
01
✓
A
(0 -
rm 0
0 0
1 1-

TD1' oo
4S:'2S
LV 6-oOkI gpTtOknA
...38 r 28 ...................................
3, 0 ; I s10?
TO Qd
Plot of the contour data for the surface:
Balanced
Project:
Drawing:
Number:
Location:
Bid Date:
Engineer:
Owner:
Estimator:
BOYD EVANS
3552 NURSERY
Prepared bj: using Sitework

Daylight
.17. 71
—40.81
4 134
r -58-c29-
46. 0 J.
49.61
46.81
.94 49.81 T 49.29..�. ._..
4'7.51

48.00
40.00
Proposed
Existing
/
/
I
-'---'-+ Bi
lanced
/
�
�
!
/
!
!
�
!
'
i
i
!
i
!
/
!
/
/
�
�
/
i
i
!
(434.37,294.37)
-- --- -- ...A. !S°

OPERATION AND MAINTENANCE PLAN
This lagoon is designed for waste treatment with minimum odor
control. The time required for the planned fluid level to be
reached may vary due to soil conditions,flushing operations, and
the amount of fresh water added to the system.
Land application of waste water is recognized as an acceptable
method of disposal. Methods of application include solid set,
center pivot, guns, and traveling gun irrigation. Care should be
taken when applying waste to prevent runoff from the field or damage
to crops.
The following items are to be carried out:
1. It is strongly recommended that the treatment lagoon be pre -
charged to 1/2 its capacity to prevent excessive odors during
start-up. Pre -charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids should be
covered with effluent at all times.
2. The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see Attachment B)
before land application.
3. Begin pump -out of the lagoon when fluid level reaches eleva-
tion 47.5 as marked by permanent markers. Stop pump -out when
the fluid level reaches elevation 45.5 or before fluid depth is
less than 6 feet deep (this prevents the loss of favorable
bacteria) .
4. The recommended maximum amount to apply per irrigation is
one (1) inch and the recommended maximum application rate is 0.4
inch per hour.
5. Keep vegetation on the embankment and areas adjacent to the
lagoon mowed annually. Vegetation should be fertilized as needed
to maintain a vigorous stand.
6. Repair any eroded areas or areas damaged by rodents and
establish in vegetation.
7. All surface runoff is to be diverted from the lagoon to stable
outlets.
8. The Clean Water Act of 1977 prohibits the discharge of
pollutants into waters of the United States. The Department of
Environment, Health, and Natural Resources, Division of Environ-
mental Management, has the responsibility for enforcing this law.