310425_Permit Renewal Application 2019_20190410

RECENEDNCDEQMW
State of North Carolina
Department of Environmental Quality /A r� `l
Division of Water Resources
Animal Waste Management Systems
Request for Certification of Coverage
Facility Currently covered by an Expiring Sate Non-Discharge General Permit
On September 30, 2019, the North Carolina State Non-Discharge General Permits for Animal Waste Management Systems will
expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these State
Non-Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore, all applications
must be received by the Division of Water Resources by no later than April 3,2019.
Please do not leave any question unanswered Please verify all information and make any necessary corrections below.
Application must be signed and dated by the Permittee.
1. Farm Number: 31-0425 Certificate Of Coverage Number: AWS310425
2. Facility Name: Triple B Farm
3. Landowner's Name(same as on the Waste Management Plaii): Edwin W Blanchard
4. Landowner's Mailing Address: 7123 S NC 41 Hwy
City: Wallace State: NC Zip: 28466
Telephone Number: 910-285-3511 Ext. E-mail:
5. Facility's Physical Address: 7123 S NC Hwy 41
City: Wallace State: NC Zip: 28466
6. County where Facility is located: Duplin
7. Farm Manager's Name(if different from Landowner):
g, Farm Manager's telephone number(include area code): f p
9. Integrator's Name(if there is not an Integrator,write"None"): Garland Farms q! '2 4f a0 8
10. Operator Name(OIC): Edwin W.Blanchard Phone No.: 910-285-3511 OIC#: 28259
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-Feeder to Finish 1,800
Operation Types:
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 P2ultrr
Gilts Other Non Laying Pullet
Other Layers

13. Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary
corrections and provide missing data.)
Estimated Liner Type Estimated Design Freeboard
Structure Date (Clay,Synthetic, Capacity Surface Area "Redline"
Name Built "own) (Cubic Feet) (Square Feet) (Inches)
1 f f 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 bi 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: 2019PermitRenewal@ncdenrgov

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 imprisorunent 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 beby a principal executive officer of the corporation):
Name: t, G✓r K {�. 13 4a —C,w01 Title: u rtl�
Signature: G.� Date: -3 'J'Z7--7
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

ROY COOPER `
Governor �° G
MICHAEL S.REGAN .�
SernPtary - -...-
LINDA CULPEPPER NORTH CAROLINA
Director Enrlronmental Quality
February 27,2019
Edwin W Blanchard
Triple B Farm
7123 S NC 41 Hwy
Wallace,NC 28466
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 hlt s:Hd n . ov/about/divisions/water-resources/water- ualit -re ional-o erations/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 vow continued coverage under the State Non-Discharge General Permits. you must submit an application for
permit coverage to the Division. Enclosed you will find a 'Request for Certificate of Coverage Facility Currently Covered by an
Expiring State Non-Discharge General Permit." The application form must be coMpleted, signed and returned by April 3. 2019
Please note that you must include one ill cony of the Certified Animal Waste Management Plan JCAWMPI with the
completed and signed application form. A list of items included in the CAWMP can be found on page 2 of the renewal
application form.
Failure to request renewal of your coverage under a general permit within the 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,
/-4�—�
Jon Risgaazd,Section Chief
Animal Feeding Operations and Groundwater Section
Enclosures
cc(w/o enclosures): WilminAon Regional Office,Water Quality Regional Operations Section
Dunlin County Soil and Water Conservation District
AFOG Section Central Files-AWS310425
Garland Farms
North Carolno Department or Environmental Quality I D'runsiun of Water Resources
512 N.Salsbury St 1 1636 Mail Sennoe Center I Raia-0,North Car(Aina 27699.1636
919-707.9DUO

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
Q Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.106-403). The bottom of the burial pit should beat least one foot above the seasonal
high water table.Attach burial location map and plan.
Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
LiRendering at a rendering plant licensed under G.S. 106-168.7.
a � Complete incineration according to 02 NCAC 52C .0102. -
,2v � L�
QA 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
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 opinionjof the State Veterinarian, would make possible
F] 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).
aMass 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.
r
Signature of Farm Owner/ alter Dat
A
Signature f echnical Specialist Dat

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Nutrient Management Plan For Animal Waste Utilization
09-30-2017
This plan has been prepared for: This plan has been developed by:
Triple B Farm Greer Moore
Edwin Blanchard Clear Run Farms Consulting Services Inc.
7123 S. NC 41 Hwy PO Box 33 fl
Wallace, NC 28466 Harrells, C 28444
910-284-0080 (910) 8 - 56
. f
Developer Signature
Type of Plan: Nitrogen Only with Manure Only
Owner/ManagerJProducer 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.
!} Ze
Signature(owner) Date
Signature(manager or producer) 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 onservatioII Commission.
Plan Approved.By: , f f i
Technical Specialist #nature Date
877952 Database Version 3.1 Date Printed: 09-30 2017 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.
S7 Swine Feeder-Finish Lagoon Liguidwaste generated 1,668,600 gals/year by a 1,800
animal Swine Finishing Lagoon Liquid operation.This production facility has waste
storage capacities of approximately 180 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast 3843
Incorporated 6600
Injected 7269
Irrigated 4177
Max Avail. Actual PAN PAN Surplus/ Actual Volume Volume Surplus/
PAN(lbs)* Applied (lbs) Deficit(lbs) Applied(Gallons) Deficit(Gallons)
Year 1 4,177 5331 -1,154 2,129,294 -460,694
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.
877952 Database Version 3.1 Date Printed: 09-30-2017 Source Page 1 of 1

The table shown below provides a summary ofthe 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
Total Useable Leaching
Tract Field Acres Acres Index(LI) Soil Series Crop Sequence RYE
1103 IA 5.0 5.02 N/A Goldsboro Cereal/Annual Rye O/S,Graze,4/711arvest 1.5 Tons
Pearl Mium Pasture 5.5 Tons
1103 113 2.2 2.27 N/A Goldsboro Cereal/AnmW Rye O/S,Grace,4/7 Harvest 1.5 Tons
Pearl Millett,Pasture 5.5 Tons
1103 2A 5.00 5.00 N/A Goldsboro Cereal/Annual Rye O/S,Graze,4/7 Harvest 1.5 Tons
Pearl Milieu Pasture 5.5 Tons
1103 2B 1.96 1.96 N/A Goldsboro Cereal/Annual Rye O/S,Graze,417 Harvest 1.5 Tons
Pearl Millen,Pasture 5.5 Tons
1103 3 220 2.20 N/A Goldsboxo [;ereal/Annual Rye US,Graze,4/7 Harvest 1.5-€afts
Pearl Miilett,Pasture 5.5 Tons
1103 4 2.32 2.32 N/A Goldsboro CereaUAnnual Rye O/S,Graze;4/7 Harvest 1.5 Toms
Pearl Millett Pasture 5.5 Tons
PLAN TOTALS: 18.77 18.77
LI Potential Leaching Technical Guidance
2 Low potential to contribute to soluble None
nutrient leaching below the root zone.
>=2& Moderate potential to contribute to Nutrient Management(590)should be planned.
<=10 soluble nutrient leaching below the root
zone.
High potential to contribute to soluble Nutrient Management(590)should be planned. Other conservation practices that improve
nutrient leaching below the root zone. the soils available water holding capacity and improve nutrient use efficiency should be
> 10 considered Examples are Cover Crops(340)to scavenge nutrients,Sod-Based Rotations
(328�Long-TermNo-Till(778),and edge-of-field practices such as Filter Strips(393)and
Riparian Forest Buffers(391)_
877952 Database Version 3.1 Date Printed 9/30/2017
PCS Page 1 of 1
NOTE: Symbol*means User entered data

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 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 Year 1
Nitrogen Comm. Res. Manure Liquid Solid Liquid Solid
PA Fert, (Ibs/A) PA ManureA Manure Manure Manure
Nutrient Nutrient Nutrient pphed Applied Applied Applied
Req'd Applied Applied (acre) (acre) (Field) (Field)
(Ibs/A) (Ibs/A) (Ibs/A)
Source Total Use, Applic. Applec. 1000
E raaca Field ID Soil Series Acres Acres Crop RYE Period N N N Method N gal/A Tons 1000 gals tons
1103 IA S7 Goldsboro 5.02 5.02 Cereal/Annual Rye O/S,Graze,4/7 Harvest 1.5 Tons 10/1-3/31 75 0 0 Irrig. 75 29.96 0.00 150.39 0.00
1103 IA S7 Goldsboro 5.02 5.02 Pearl Millett,Pasture 5.5 Tons 4/1-9/15 209 0 0 Irrig. 1 209 83.48 0.00 419.09 0.00
1.103 IB S7 Goldsboro 2.27 2.27 Cereal/Annual Rye o/S,Graze,4/7 Harvest 1.5 Tons 10/1-3/31 75 0 0 Irrig. 75 29.96 0.00 68.01 0.00
1103 iB S7 Goldsboro 2.27 2.27 Pearl Millett,Pasture 5.5 Tons 4/1.9/15 209 0 0 Irrig. 209 83.48 0.00 189.51 0.00
1103 2A S7 Goldsboro 5.00 5,00 Cereal/Annual Rye 0/S,Graze,4/7 Harvest 1.5 Tons 10/1-3/31 75 0 0 Irrig. 75 29.96 0.00 149.79 0.00
1103 2A S7 Goldsboro 5.00 5.00 Pearl Millett,Pasture 5.5 Tons 4/1-9/15 209 0 0 Irrig, 209 83.481 0.00 417,421 0.00
1103 2B S7 Goldsboro 1.96 1.96 Cereal/Annual Rye O/S,Graze,4/7 Harvest 1.5 Tons 10/1-3/31 75 0 0 Irrig. 75 29.96 0.00 58.72 0.00
1103 2B S7 Goldsboro 1,96 1.96 Pearl Millett,Pasture 5.5 Tons 411-9115 209 0 0 Irrig. 209 83.48 0,00 163.63 0100
1103 3 S7 Goldsboro 2.201 2.20 Cereal/Annual Rye 0/S,Graze,4/7 Harvest 1.5 Tons 10/1-3/31 75 0 0 Irrig. 75 29.96 0.00 65,91 0,00
1103 3 S7 Goldsboro 2.20 2,20 Pearl Millett,Pasture 5.5 Tons 4/1-9/15 209 0 0 Irrig. 209 83.48 0.00 183.66 0.00
1103 4 S7 Goldsboro 2.32 2,32 Cereal/Annual Rye 0/S,Graze,4/7 Harvest 1.5 Tons 10/1-3/31 75 0 0 Irrig. 75 29.96 0.00 69.50 0.00
1103 4 S7 Goldsboro 2.32 2.32 Pearl Millett,Pasture 5.5 Tons 4/1.9/1.5 207 0 0 Irrig. 1 209 83.48 0.00 193,68 0.00
877952 Database Version 3.1 Date Printed: 9/30/20,17 WUT Page I..-f 2

Waste Utilization Table Year 1
Nitrogen Conrn Res, Manure Liquid Solid Liquid Solid
PA Pert, (Ibs/A) PA ManureA Manure Manure Manure
Nutrient Nutrient Nutrient pplied Applied Applied Applied
Req'd Applied Applied (acre) (acre) (Field) (Field)
(]bs/A) (Ibs/A) (Jbs/A)
Source Total Use. Applic. Applic. 1000
Tract Field ID Soil Series f Acres I Acres Crop RYE Period N N N Method N gal/A Tons 1000 gals tons
Total Applied,1000 gallons 2,129.2
Total Produced,1000 gallons 1,668.60
Balance,1000 gallons -460.69
Total Applied,tons 0.00
Total Produced,tons 0.00
Balance,tons 0.00
Notes: 1. 1n the tract column,—symbol means leased,otherwise,owned. 2. Symbol*means user entered data.
877952 Database Version 3.1 Date Printed:9/30/2017 WUT 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
Application Rate Application Arnow
Tract Field Soil Series (inches/hour) (inches)
1103 IA Goldsboro 0.50 1.0
1103 1B Goldsboro 0.50 1.0
1103 2A Goldsboro 0.50 1.0
1103 2B Goldsboro 0.50 1.0
1103 3 Goldsboro 0.50 1.0
1103 1 4 Goldsboro 0.50 1.0
877952 Database Version 3.1 Date Printed 9/30/2017 IAF Page I of 1
NOTE: Symbol*means user entered data.

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 ofthe 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 Simme Capacitv
Source Name Swine.Feeder-Finish Lagoon Liquid Design Storage Capacity(Days)
Start Date 9/1 180
Plan year Month Available Storage Capacity(Days)
I 1 102
1 2 99
l 3 93
1 4 97
1 5 100
1 b 139
1 7 177
1 8 180
1 9 180
1 10 174
1 11 169
1 12 150
*Available Storage Capacity is calculated as of the end of each month_
877952 Database Version 3.1 Date Printed. 09-30-2017 Capacity Page 1 of 1.

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 betaken 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
Maximum Maximum Sludge
Crop PAN Rate Application Rate Minimum Acres Minimum Acres Minimum Acres
lblac 1000 gallac 5 Years Accumulation 10 Years Accumulation 15 Years Accumulation
Swine Feeder-Finish Lagoon Sludge-Standard
Com 120 bu 150 13.16 2257 45.13 67.70
Hay 6 ton RY E. 300 26.32 11.28 22.57 33.85
Soybean 40 bu 160 14.04 21.16 42.31 63 A7
877952 Database Version 3.1 Date Printed: 09-30-2017 Sludge Page 1 of i

Required Specifications For Animal Waste Management
I. 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, MRCS 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).
877952 Database Version 3.1 Date Printed:9/30/2017 Specification Page 1

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.
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.
877952 Database Version 3.1 Date Printed:9/30/2017 Specification Pape 2

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.
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 markthe 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.
`877952 Database Version 3.1 Date Printed:9/30/2017 Specification Page 3

22. Waste shall he 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 troop 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.
877952 Database Version 3.1 Date Printed:9/30/2017 Specification Page 4

Crop Notes
The following crop note applies to field(s): 1A, 1B,2A,213,3,4
Cereal/Annual Rye Overseeded—Grazed
CEREAL RYE
The cereal rye should be planted by October 15 to provide the best opportunity to get winter growth. The
most consistent stands are obtained from drilling rye into short(less than 3 inches tall)bermudagrass sod.
If drilling is not possible,the seeds may be broadcast on short bermuda sod followed by a light
cultivation with a disc or tillage implement. The seeding rate for broadcast planting of seeds should be
1.5 times the rate for drilled seeds. The last application of animal waste is to be applied to the bermuda
prior to August 31. An application of 50 lbs/acre of Plant Available N(PAN)may be applied between
September 15 and October 30. An additional 50 Ibs.acre of PAN may be applied in February-March- If
rye growth is harvested on time and does not significantly shade the Bermuda,PAN rates for the
subsequent bermuda crop are based on realistic yields of bermuda. A harvest is required prior to heading
or April 7,which ever comes first. This is necessary to minimize the potential for shading bermuda and
reducing its yields. The PAN rate for grazed systems with bermuda overseeded with cereal rye must be
reduced by 25%.
ANNUAL RYEGRASS
Annual ryegrass should be planted by October 15 to provide the best opportunity to get winter growth.
j The most consistent stands are obtained from drilling ryegrass into short(less than 3 inches tall)
bermudagrass sod. If drilling is not possible,the seeds may be broadcast on short bermuda sod followed
by a light cultivation with a disc or tillage implement. The seeding rate for broadcast planting of seeds
should be 1.5 times the rate for drilled seeds. The last application of animal waste is to be applied to the
bermuda prior to August 31. An application of 50 lbs/acre of PAN may be applied between September
15 and October 30. An additional 50 lbs.acre of PAN may be applied in February-March. If additional
PAN is applied to the ryegrass in April-May,the PAN rate for the bermuda must be reduced by a
corresponding amount. This is necessary because ryegrass growth during April-May will reduce
bermuda yields and shorten the time bermuda can fully utilize the N. A harvest is required by heading or
April 7,which ever comes first to prevent shading of emerging bermuda during April-May period. To
favor the production of the bermuda,additional harvests of ryegrass will be required when the ryegrass
canopy reaches 12 to 15 inches height. The PAN rate for grazed systems with bermuda overseeded with
annual ryegrass must be reduced by 25%.
The following crop note applies to field(s): IA, 113,2A,29,3,4
Pearl Millett: No Comment
RaA-
877952 Database Version 3.1 Date Printed: 09-30 2017 Crop Note Page 1 of 1

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Swine farm Waste Management Odor Control Checklist
Source Cause BMPs to Minimize Odor
Farmstead • Swine production 0 "Vegetative or woed buffers Site S ecifie Practicesod
0 coinmended best management practices
7 ood judgment and common se
nse
Animal body + Dirty manure-covered Cl Dxy floors
surfaces animals
Floor sua faces . Wet manure-covered floors, �tted floats
;4aterers located over slotted floors
0 Feeders at,high end of solid floors
CI Scrape manure buildup from floors
Ci Underfloor ventilation for drying
M nLve collection a Urine Frequent manure removal by flush,pit recharge,
pits a Partial microbial or scrape
decomposition CI Underfloor ventilation
Ventilation exhaust a Volatile gases F'an maintenance
fans i Dust 2"�Efiicient air movement
Indoor surfaces * Dust Washdown between groups of animals
Cl Feed.additives
0 ,Feeder covers
9' Feed delivery downspout extenders to feeder
covers
Flush tanks . Agitation of recycled lagoon C7 sh tank covers
liquid while tunics are filling ZT xtendfill lines to near bottom of tanks with
ti-si hon vents
Flush alleys Agitation daring wastewater Undezfloor flush with underfloor ventilation
conveyance
AI 0C- November 11, 1996, page 1

uwine Farm Waste Management Odor Control Checklist
Source Cause BM'Ps tp Minimize Odor
Pit recharge points * Astat%on of recycled lagoon 3 Extend recharge lines to near bottom of pits with Sit ecific Practiced
liquid while pits are filling anti-siphon vents
Lift stations i Agitation during suliip tank 0 Sump tat�c covers -�
filling and drawdown
Outside drain Agitation diving wastewater 0 Box covers
collection or junction conveyance
boxes
End of drainpipes a Agitation during wastewater 0 Extend discharge point of pipes underneath
at lagoon conveyance 1• oon liquid level.
Lagoon surfaces-* Volatile~ gas emissions ''roper lagoon liquid capacity
• Biological inixuig ve Carrect lagoon,startup procedures
a Agitation 2'**'Mfnfmum surface area-to-volume ratio
©'Minfmuai agitation when pumping
4 Mechanical aeration
Cl Proven biological additives
Irrigation sprinkler o High pressure agitation lrrigate on dry days with little or no wind
nozzles „ Wind drift m4h .,nitnum recommended o eratin
p g pressure
Pump intake.clear lagoon liquid surface
0 Pump from second-stage lagoon
Storage face or « decomposition
microbial l G Bottom or midlevel lowing -
basinsurface deoompositiau. 0 Tank covers .�
Mixing while filling C7 Basin surface gnats of solids
+► Agitation when emptying 0 Proven biological additives or oxidants
AMO►C-November 11, 1996, page 2

Insect Control Checklist for Animal Operations
Source Cause- BNIps to Control Insects Site Specific Practices
_ Liquid Systems
Flush gutters » Accumulation of solids Flush system is designed and operated sufficiently
to remove accumulated solids from gutters as
designed
0 Remove bridging of accumulated solids at
i�c;haf'�c
Lagoons and pits a Crusted solids Maintain lagoons, settling basins and pits where -
pest breeding is apparent to minimize the crusting
of solids to a depth of no more than 6 to 8 inches
over more than 30 percent of surface
.Excessive vegetative a Decaying vegetation 2r Maintain vegetative control along banks of
growth lagoons and other impoundments to prevent
accumulation of decaying vegetative matter along
water's edge on impoundment's perimeter,
Dry Systems
Feeders a Feed spillage C1 :Design, operate, and maintain feed systera]s
(e.g., bunkers and troughs)to minimize the
accumulation of decaying wastage
0 Clean up spillage on a routine basis(e.g., 7-to 10-
clay interval during sutwner; 15-to 30Wday interval
during winter)
AM:IC - November 11, 1996,page 1

Insect Control Checklist for Animal Operations
Source Cause�_- - -- ' HMP's to Control Insects —
. Site Specific Practices Feed Stara -
g Accumulations of feed—[] Reduce moisture accumulation within and around
residues immediate perimeter of feed storage areas by
ensuring drainage is away from,site and/or providing
adequate containment(e.g., covered bin for
brewer's grain and similar high moisture grain
products)
0 Inspect for and remove or break up accumulated
solids in Ater stri as around feed storatu�e as needed
Animal holding areas . Aecumraulations of animal 0 Eliminate low areas that trap moisture along fences
wastes and feed wastage and other locations where waste accumulates and
disttu-bance by animals is inin.imnal
0 Maintain fence rows and filter strips around animal
Bolding areas to minimize accumulations of wastes
(i.e., inspect for and remove or break up
accumulated solids as needed)
Dry manure handling o Accumulations of animal C9—Remove spillage on-a routine basis (e.g., -
systems wastes 7-to 10•day immterval during summer; 15-to 34-day
interval during winter)where manure is loaded for
land application or disposal
C3 Provide for adequate drainage around manure
stockpiles
0 Inspect for and remove or break tip accumulated
wastes in filter strips around stockpiles and manure
handlL. =areas as needed
For more information contact:
Cooperative Extension Service,Department of Emmtomnology,Box 7613,North Carolina State University, Raleigh, NC 27095-7613.
AMIC .November 1.1, 1996,page 2

Swine Farm Wane Management Odor Control Checklist
Source Cause BM'Pv to Mfnimize Odor -- �—Site Specific Practices
Settling basin surface a Partial microbial CI Extend drainpipe outlets underneath liquid level
decomposition 0 Remove settled solids replarly
a Mixing while filling
m Agitation when emptying
Manure,slurry, or a Agitations when spreading C3 Soil injection of slurry/sludges
sludge spreader a Volatile gas emissions 0 Wash residual manure;loin spreader after use
outlets 0 Proven biological additives or oxidants
Uncovered manure, r Volatile; gas emissions while Cl Soil injection of slurry/sludges
slurry, or sludge on drying 0 Soil incorporation within 48 hours
field surfaces M Spread in thin uniforin layers for rapid drying
Cl Proven Dialogical additives or oxidants
Dead animals s Carcass decomposition Proper disposition of carcasses _ -
Dead animal disposal a Carcass decomposition 3 Complete covering of carcasses in burial pits f
pits Ci Proper location/coitsttUCtion of disposal pits
Incinerators a incomplete combustion C3 Se ondaty stack burners - _—_-_-
Standing water a lrnproper drainage Grade and landscape such that water drains away —
around facilities a Microbial decomposition of from facilities
organic niatter
Manure tracked onto a poorly,maintained access Parini access road maintenance
public goads from roads
farm access
AMOC - November 11, 1996,page 3

Additional Iniformation: Available From: _
Swine Manure Management; .0200 Rule/BMP Packet NCSU, County Extension Center
Swine Production Farm Potential Odor Sources and Remedies; EBAE Fact Sheet NCSU— BAB
Swine Production Facility Manure Management: Pit Recharge— Lagoon Treatment; EBAE 128-88 NCSU-- BAB
Swine Production Facility Manure Management: Underfloor Flush-- Lagoon Treatment; EBAE 129-88 NCSU— BAB
Lagoon Design and Management for Livestock Manure Treatment and Storage; EBAE 103-83 NCSU BAB
Calibration of Manure and Wastewater Application Equipment; EBAE Fact Sheet NCSU— BAB
Controlling Odors from Swine Buildings; P..114-33 NCSU— Swine Extension
Envirorunental Assurance Program; NPPC Manual N.C, pork Producers Assoc,
Options for Managing Odor;a report from the Swine Odor Task Force NCSU Agricultural Communications
Nuisance Concerns in Animal Manuue Management: Odors and Flies; PRO 107, 1995 Conference Proceedings Florida Cooperative Extension
A.IVIOC - November 11, 1996,page 4.

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:IE-cha ical Solids seoa:a.iCr Cr INU ZI .tic5:�,
is �. `7_ a�R Snr- C 3 -=�r J^..^ r�•a-h s1+r ,-;r
gravity scttli€g, 0! ilushe way.- _- lids in ar'a ..r.r rL.�'i c � :��iY--�-
[iiin.ir::Ting fe a wastage and zpiilaRe.
^_y f t S' l`' `S '+,,.+.� r:i n�- j'Faf �' rF th 7 wr florae fern ,.v`{,
L. oc, t it dge L[[aL i r_,a coved ai,a 1.a1G1_ it t! Ka :i�r
gave Morn�3Cc)r .r4
Yi nuttner:J.
,
dire _ C Sz.31ii aaf.-A.'�'i�f• '
�sA . the �.tJC � �i^a- iagr:n }Se"..•a_:'d with a _. eop.-per�
• P7i3+am- fr-ry �•�+ �T��, �? �Ji ii.iif�r c.:_` _:v:'. system n.. �ti
,aId :a .J
t m r pora ze
Crc;
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iciG4'Aianr, nix —EmaM. F
�a + n
` e r'� Pi�i�iFarr.L! C=" :0ic��icF::1-r
.L. J�l Lad �FlLo - , a+
Dewater.r= upper par` of tag?a^.r: by ir'isation onw nee_;sf Cropliand Cr
a
i . _.,
bc-
GC={anAaNdg sludge i' e ta- ^ , �Yli C ti3CJ�Si �ia te _ �
r:Vg j3 /aa
rea L-25ide lagsOrlVC). ad
"CP h Fi *at j-r--r , la'ure Spr2 r de-
-
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• Lr'arG Or fora
s yi �i-+�+s* .-ray F�+•] }:a sludge malt—
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3♦i; -1ti>_=.
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EMERGENCY ACTION PLAN
PHONE NUMBERS DWQ cJ lU - 7 f 7a-/,5—
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 flows to 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.
1 December 18, 1996

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.
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 lagoon.
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 - - .
2 December 18, 1996

4: If none of the above works call 911 or the Sheriffs 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:
6: Contact the technical specialist who certified the lagoon(MRCS, Consulting Engineer, etc.)
a. Name:
b. Phone:
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.
3 December 18, 1996

FiAYNOR
y '
Addrem: 5$9 RIVER ROAD 0) 295--5048 Designed ay: JWR
It
WALLACE, NO 28466 �_ Checked gy: JES
County ; DUPLiN ° gate:
08/04/97
�4�I�4EIpgl� 1�1tA:TEOC3[ I3ESI set 1 of 7
FARJINFQRMATICN
Farm Po
N 's.. .__ _ ..__ Qulation•
r
Finishing; --- _----_
arrow toweanling: ____— ~_`~—"_ #800 Hd.
arrow to feeder. --_ 8
Farrow tc�finish: _ —` __ a
Bears: 0
Storage period: ----------,_�_—_-- 0
Storm want ---~__--
--__--__—_ z 18t3 Days
'►Heavy Rain"Factor
' Not Appi�cablg —'�_` 7.5 In.
Rainfall in %:cess of Evaporation _ 0.0
Additional Water Usage: 7.0 In.
kdditional —`—'— �-----�---,-4_
Drainage Area: 0
LAGOON INFORMATION
Is moon Designed as an Irregular Shape? -
Does Operator Want Emergency (Y/N)
Ergency Spill ?
Is This Design for an Existing Farm? Y (YIN ) ------—--——N
Is Drain Tile Req'd to Lower SHWr? (YIN)
Seasonal High (Y/N)
9 Water Table E'fev; ---_.,,____
Freeboard: ti --- ---- 96.50 F---------------- 't;O Ft
Top of Storm /Spillway illwa Buffer. applicable a
y P y Not Apprcable
P Side Slopes: —_ ____—_
Press ALT—C to Download
E Top of Dike Elevation: contour areas see sheet 2 of 7_
Finished Bottom _____—_
Elevation: _____—_ 103.20 Ft
tart Pump Elevation: -- -�____ 92.70 Ft
-
Sbp Pump Elevations — ` "--"_` 101.40 Ft
ae.70 Ft
A QC?N VOLUME REQUIRED VQL. DEBICI,VQLUM
Storm Star= $9241 Cu-Ft
Temporary #SQ5'1 4Ctr.F#.} 'I48,9 2 Cu.F663 t) 118,911�
Permanent t) 105.64%
24300() Cu.Ft, 247,9g7 Cu.FL) IO DS
TQtall��ilurne 417,191 (Cu.t=t.
) 4�8,SfiB (Cw.Ft.� �{i5 i2Qla
Min- Required Liner Thickness '
Lagoon Surface Area (Inside TQD) ---------- Et
— 4---- $2,785 S.F. r
��Y 1=anwy Fam7s�rtgitleenartg P_C?,BnxT59,R�as�1-fill NG
(9q289—
off

.. .p -- tYV.777
r+ i`vAYNVpi
Address: 539 A1t/i=� ROAD � 285-5M
' Design Sy;
WALI,AGE NC 284M Checked By. JCS
Gaun DUPLIN Date: 08j04J97
--� — Sheet 2 of 7
�+ A►CTUAL DESfGN VOLUME CALCUL.ATfO[VS
4 A-GOON STAGE
�_lmt A VC3WMES
IeVBtld�1 F i.} COntour
A
62.70 r®a S
jn--- cr.Vof_ fCu. Cumuf. Vot. Cyr.
� 93,40 33,588
�4AQ 34,519 10,186
95.00 36,802 35156T 10,166
39,352 45,747
i 8fi.00 41,969 38,Q77 83t834
98.00 43,311
57.00 44,fiS3 4{3,867 � 124,484
99.00 47,403 '167,795
100.00 50,22i 48,812 213,1323
101.00 M'1QS slim 282,635
� /�,�0 58,056 '�n 314,p2995
0{.1.A./ Y9,075 �,VQi ��A5�f
lg
iO3,� fi2,Tf0 �'$�0,618 426,444
1Q 20 62,785 122,494 487,062
499.656
These volumes were calculated u�in the vs�#i a!aver
T A�R CD O!_f 417,i�1 a©e and area method.
END PUMP= = = = > 9B.7Q CUMU V �� L ?Q51296
START PUMP = ; ,; } 101.40 FT qQ an1 CF TR 247,99T T0205%
MAC STORAGE _ } 102Q 99',9X?5 C� TEMP 443,.913 10&690
�'-`'�hyFamlty�Rt?s Errglne�r�g RG 'R3B 5E9 C� STORM 46,G53 'f 1�91 Qj6
X7�Rosa iff NC 2840
�ro)�s-2y11

Address; 539 RIVER pour Designed ay: �uvR
Co�Ln WALLACE, NC 2s4W Checked Bi .IiYT
JP LIN Date:
Sheets of 7 �1e41a7
MINIMUM REQUIRED VOLUME CALGu T
PermanentStorao0: LAT70I�15
f Required Treatfi�nt Volume.
f
i Animal T e
Nurse C aci �4►LW � cu.ft Ib = Total
FInishin 1,800 3 30 1.
i arrow to weanling 135 1. 2431000
Farrow to feeder � 433 1.00 0
Farrow to finis 522 1.00
B©am © 1,417
Totat R `00 1.0Q 0
Required Treatment Volume(cu_ 2¢3,OOd
' Sludge Stora a Volume;
Antmai e
Nu aG ALW cu.ft ib atal
Firnshirt � 30 0.an 0
Farrow W MOMFn 1'� 135 4�}
5
0 22 0
Farrow to feeder 0 22 0.00 0
Farrow t0 finish 0.07
0
Boars 0 1,417 0100 0
Total Required Mudge 5 Drags Volume cu. ft 0 0
t ) 0
Tem ° stow a Volume.
Manure Prod`4ction
n1ma e x
ursery aci �- er o s
Fin* in 1 a
Farrow to weanfin 1.800 ISO 1.37 q�g80
i±arrow to feeder 7 4.3a a
Farrow to finish 0 1�4 a.30 0
Boam 0130 14.38 0
Total Manure Production gals. -�.OS 0
Torsi Manure prQduotion fcu.ft, ; '�,880
�o�ss Fresh Water; } $9':42
A Imal e
iVurs ' Ca ac to, Period al s Hd. da a
FinistWn c 180 Q.20
1 ISO 0
EarrOW fo weaniitiJ , � ©-� �1,e0Q
Farrovy to feeder 0 1 2.90 U
Fer'rov�to finish 0 130 3.5C� n
Boars 0 1 9.50 0
ToW Fresh V�ater Excess 0 2.7D p
Total Fresh rater Excess �9�ft�� 2911 soo
f )_ 3e,ss4
-��YF�ttii�r Farms E'A ��rrg f:p.MRrT59,HMO
h+A!NG 28
tsrol2�-2tit

L"IHK. K'It"U 114U. --
.......� . nLAIrs RAYN©R {9fo) 265- 8
Address: Sag ;jlVEFi ROAD signed By: JWR
a WALLACE, NC 2846 he:iced By: JES
i?L!PLI NY Date: f}Bj44j97
— 5haet 4 of 7
i Temporary Stor2"10 Volume: Cont.]
4 Rainfall in mess of Ev
' aP4r~dti0n:.
Vol.�-,([-89oon Surface Area +Additional Drain
Vol.= (62785 sq.ft. + 6 s ft, * Drainage Area) Rainfall/12in./ft
i Total Required Volume for Rainfall in Excess of
1 Storm Storage: 981625
Vol. (Lagoon Surf. Area + Addt'l Drainage Area) *
Vol.� ( 785 sq.#t + O sq.f ) * 7 5 in, 2'51'r./24Ffr. Stu rtn(in)/12in./€t
Total Required Volume for 251fr.—24 Hr.Storm Event(cu.ft)= 39,241
"Heavy Rain Storage:
Vol-_(Lagoon Surf. Area +Addt'i Drainage Area
Vol.= (62755 sq.ft + q, ) * Qfl in. Heavy Ram Facer On)112in./ft
Total Required Volume for"Hea /12.ft_ . -
(for Extended Periods of Chronic Rainfall)�)
Additional Water Storage;
No Additional Water Storage is Requireb
Total Required Storm Storage
(25 Yr./24 W Storm + "Heavy Rain' im (
39,241 C p U.FT)
Total Required TemporaryStoraga
(Manure Prod. + Excess Ft Water + Rainfall F_ccess) = 134,951 CU.
Total Required Permanent Storage
Urewment + Sludge) = 243,000 (OU.FT)
TOTAL REQUIRE13 VOLUME-- 417191 (CU.FT.)
'�A YFa�t�rr7r.Farms Engi +¢ g A 0.Box T59.Rase

_ I'WK. .'.._'s'J!'il'i .�.•�YJ>✓tf]R 2 N4.1�itir v ,...� ... ...,- .�
Address: 5$9RIVER ROAD ?o? 285—SD4B
Uesigned By: .11titR
WALI,ACE< NC 28466 Checked By: JES
' Coun DUPLIN late: 08/04/97
} Sheet 5 of 7
n 8 Fa ryvx
4 6QQON DESIGN SUMMARY
Tap of Dike Elevation
EMergency Spillway Crest Mavation— ��__-- � 108.20 FT.
' Top of 25 Yr124 hrStOrrn Storage ____-_
NotApplieable
Tap of"HeaVyr Rains Storage - 220 FT.
:
F Start imp Elevation - 1 allo .
>_.-_--- t Applicable
! End Pump Elevation s -_...._�_---- 101.40 FT.
o�Sludge -"�-
Top dge rage _`�__ ___-.-__�__ 95.70 FT.
Seasonal
9h Watertable Mev- --,___--_--�__�__ NotApplicable
Finished Bottom Elevation -- 96.50 Fr.
Inside Too Lengh --�--------- 9270 Fr.
Inside'roR Width Not Applicable
_ ppiicable
Side Slop -------_-- -_�__� Nat
Applicablelagoon Suda �rea ------- -- -_
S:i H:V
Min. LinerT ' -__-�_-----�__--__-
hickness Cif - ,.�-
�_ 62.7% SF
Freeboard Deof1`i ----- 1.5 Ft
11°�+Y Storage
Temporary Period ---- --_ --------- 1.00 FT.
-�__------- -- 18Q gays
TOTAL DESIGN VOLUME= 438568 (CU.F .)
Zane Depths;
Treatment/Sludge Storage Zone Depth ------_-_
OMPOrary brags Zone Depth _- ------ 6,Q FT.
Freeboard!Storm Story aZoneDe th - -----__-_- 2.7FT.
Total Lagoon pepth _ 8 FT.
10.5
7 r/1y'.
f
i
.d�urphy FaRtr�r Fsrrrts�ngineer�rrg P.Q.—BOX 7W
1 fosaHNIVC2 (9 o�2a�-2rry
I
1

Grauer: ALAM flAYNQ [phone] -
Address: b39 RIVER ROAD Designed By: ,1
WALLACE, NC 28466 Checked Sy. JES r
Gounf : DUPLIN Date: 08/04197' �
of 7
ZONE ELEVATIoNs
C
{
TOP OF DIKE ELEV = 103.20 F
1 TOP OF STGRM ELIEV= 1 D2.20 I 1
1 � �
STRT PMP EL,- 101.40 TOP OF TEMP STC7RaGE ELEV = 1 ni d n _ f
l !
END PMP EL, = 98,74 TOP OF TREAT ELEV = go.70
SHWT = 96.60
f
F)NISHED BOTTOM ELEV = 9,2,70
s ,
MUIPJJY Famry Farm Englawring F':D,8px 69,R4seNf111V�28459
(910)269-2 f t f

t✓Jl'JlJ�� a�:-1' _/`Yl..L7LiYK INtKV �'•1•-• •�•, c.•
• , vrrCf: I iN RAY CAR (910) 285—a048
Address: $39.RIVER ROAD deigned By: JWR
WALLACE, NO 28466 Checked By: JES
Court DUPLIN Date; 08/04197
Sheet 7 of 7
1
I
This livestock waste treatment lagoon is class ned in a
Natural Resources C4nsetvatlon Service PRACTICE STAND RD 35g— WASTE TREAT ccordancs With the North a
LAGOON, revised prior to June, ISee. MENT
+
+
I
I
Emergency Spillway;
+ Al Emergency Spillway is not required.
NOTE See attached{Haste Utilization Plan
►�� 4 CA�,,
ASS,
DATE: rr SEAL
3913 -
COMMENTS: The l cnon ha been class ned as an tyreLP oil �v►'I'�
Actual contour"s8 taken from the lagoon design M used to calculate
the suMOB area and storage volume characteristics of the I Ion.
This a r©ach Insures that rainfall cipture an the la.000n is fully
accounted f0l end that Stara a volumes calculated represent actual
conditions regardless of the shape.
''-'rPrIYr sly Farms Epgjnnfing f?O.Box M,Raw hlLty AW 284M
(�xa)789--2ytx
I
+

Sheet1
IRRIGATION SYSTEM DESIGN PARAMETERS
Landowner/Operator Name: Allen Raynor County: Duplin
Address: 539 River Road
Wallace, NC 18466 Date: 2/4/99
Telephone: [phone]
Table 1 -Field Specifications
Approximate Maximum
Maximum Maximum Application
Useable Size Application per Irrigation ,1
Field of Field Rate Cycle
Number (acres) Soil Type Slope% Crop(s) In/hr (inches) Comments
1 1 14.15 Ra <5 Row Crops 0.5 0.75 Risers 1,2
2 4.52 GoA <5 Fescue 0.5 0.75 Risers 3,4

Sheet2
TABLE 2 -Travelling Irrigation Gun Settings
Make, Model and Type of Equipment: Ag Rain 3 inch hardhose traveller
Field No. Travel Application TRAVEL LANE Wetted Nozzle Operating Operating
and Speed Rate Effective Effective Diameter Diameter Pressure Pressure Are
Hydrant No. ft/min in/hr. Width(ft.) Length(ft) (feet) (Inches) at Gun( si) at reel(psi) Pattern Comments-Acres per pull
F1,H1A 1.95 0.31 220 994 300 1.08 60 k108 300 5.02
F1,H1B 1.95 0.37 220 450 300 1.08 60 108 300 2.27
F1,H2A 2,34/1,95 0.37 200 1090 300 1.08 60 108 220/300 5.00
F1,H28 2.34 0.5 180 450 300 1.08 60 108 220 1.86
F2,H3 2.3411.95 0.37 200 480 300 1.08 60 108 220/300 2,20
F2,H4 1,95 0.37 220 460 300 1.08 60 1 108 F 300 2.32
TOTAL ACRES= 18.68

/ V �r (f T
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 flown. With continued use,
nozzle wear results in an increase in the nozzle opening which will increase the
discharge tare,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 at 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 afthe-
sprinkler nozzit. Clogging of nozzles can result- in pressure increase. Plugged
intakes or crystallization of mainlines will reduce operating pressure_ Operating
below design pressure greatly reduces the coverage diameter and 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 locations in the application area. Any number of containers can be used to
collect ,"low and determine the application rate. Rain gauges work best because
they already have a graduated scale ,"rom which to read the application amount
without having to perform additional calculations However, pans, plastic buckets,
jars, or anything 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
o_t pull. Set out collection containers 25 feet apart along the transect on both
sides of the gun cart! 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 Cerracation Training for Operations of Animal Waste Management systems Manual

OPERATION ANCE PLAN
PrQper lagoon liquid management should be a.year-round priority. It is especially
important to manage levels so that you do not have pmbleins durin extended rainy and
wetpe;iods_
Maximum storage capacity should be available in the lagoon for periods when the'
re:c wing crop is dormant(such as wintertime for bermuda.--ass) or when there are
extended rainy spells such as the thundr.Tst = season in the summertime.. This means
-that at the rust signs of plant growth in the Later winte</early spun;, irrigation ac..nv2ngto
a fk=waste management plan should be done whenever the land is dry enough to
re rive lagoon liquid. This will mak::storage spate available in the lagoon for ftrtarewet
periods- In the laze summer/early fall the lagoort should be pumped down to thelow
marke*(se--Fig=2-1) to allow for-Ain ter storage_ Every effort should be made to
m the laggon close to ther min;mum liquid level as-long as the weather and waste
utiIization"plan:will allow it;
Waiting until the lagoon has reached its rnaxirnurrr storage czpacity before starring to �
eate does not leave room for storing exc..ss wa-mr during CxtMnded wet periods. _
Ove flow ,=morn Lire lagoon for any reason except a 2-year, 2'—hour storm is a vioianon of
state law and subject to penalty action.
The routine ma-irrw-rrmce of a lagoon involves the following.
-M.-intenance of a vezetative cover for the darn_
e=Ue or common bermudaz�ss 21-- the most common vegetative
covers. The vegetation should be fedliz d each year, if-nwded, to
real -min a.vigorous stand_ The amount of fe�iiz .. wDlied should be
based on a soils test, but in the event that it is not m aortal to obtain
a soils test each ye=, the lagoon eribanlmhent and surrounding arts
should be fe-dHz--.:with 800 pounds per acre of 10-10-10, or
equivalent.
Brush and trees on the embankment rust be controlled. This may be
done by mowing, spraying, grazrug, chopping, or a combination of
these practices_ This should be done at least oats a year and
possibly twice in years thpit weather conditions a.-e:favorable for
heavy vegetative growth.
NOTE If vegetation is controlled by spraying, the herbicide must not ber allowed to eat=
the lagoon Z;-,-- Such chemicals could harrn the bacteria.in the lagoon that are Wasting
the waste.
Maintenance inspections of the entire Loon should be made during the initial filling of.
thelagroon and at least monthly and aft-major rainfall and storm events. Items to be-
checked should include, as a minimum, the following
Waste Inlet Pipes, Recvciing Pipes, and Overflow Pipes look for:
1. separation of jointT
2- cracks or breaks
3. accumulation of salts or rein--als.
4. overall condition of pipes

Lagoon surface—look for:
1. undesirable vegetative growth
2. floating or lodged debris
Embankment—look for.
i_ settlement, Ong, or"jug" holes
2. side slope stability—slumps or bulges
3. wet or damp areas on the back slope
4. erosion due to lack of vegetation oral a result of wave action
S. rodent damage
Larger lagoons may be subject to liner damage due to wave action caused by strong
winds. These waves can erode the lagoon sidewalls, thereby weakening the lagoon dam.
A good stand of vegetation will reduce the potential damage caused by wave-action: If
wave action causes serious damage to a lagoon sidewalL baffles in the•lagoorr may be
used to reduce the wave impacts.
Any of these features could lead to erosion and wealmning of the dam- If your lagoon has
any of these features, you should call an appropriate expert familiar with design and
construction of waste lagoons. You may need to provide a temporary-fix if there is a threat
of a waste discharge. However-, a permanent solution should be reviewed by the
technical ex-pi-art. Any digging into a lagoon dam with heavy equipment is a serious
undue ic;ng with potentially serious consequences and should not be conducted unless
re:ommended by an appropriate technical expert_
Transfer Pumns--check for proper operation of:
1. recvcling pumps
2. irrigation pumps
Check for leaks, loose fittings, and overZa pump operation. An unusually loud or grinding
noise, or a large amount or vibration, may indicate that the pump is in need or repair or
replacement.
NOTE: Pumaing systems should be inspected and operated-rated enough so that you_
are not completely "surprised" by equipment failure. You should perform your-pumping
system maintenance at a time when your lagoon is at its low level_ This will allow some
safety time should major repairs be required- Having a-nearly full lagoon is not the time
to think about switching, repairing , or borrowing purrs. Probably, if your-lagoon is full,
yourneighboes lagoon is full also. You should consider maintaining,an inventory of space
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 yourlagoon is that which comes from yourflushing
(washing) system pipes and the-rainfall that hits: the lagoorr directly.
You should inspect your diversion system for the following:
l. adequate.vegetation
2. diversion capacity
3. ridge berm height

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

Practice water conservation—minimize building water usage and
spillage &om lealdn?waterers, broken pines and washdown through
proper maintenance and water conservation.
Minimize feed wastage and spillage by keeping feeders adjusted. This
will reduce the amount of solids entering the lagoon
Maintain lagoon liquid level between the permanent storage level and
the full temporary storage level.
Place visible mangers or stakes on the lagoon bank to show the
minimum liquid level and the maximum liquid lever(Figure 2-1).
h
Start irrigating at the earliest possible date in the spring based on
nutrient requirements and soil moisture so that temporary storage
will be maximized for the summer thunderstorm season. Similarly,
i-m ate in the late summe.!/early fall to provide maximum lagoon
storage for the winter.
'Ine lagoon liquid level should never be closer titan 1 foot to the lowest
point of the dam or embankment.
Do not Pump the lagoon liquid level lower that the permanent storage
ievel unless you are removing sludge.
Locate float pump intakes approximately 18 inches underneath the liquid
surface and as fa awav from the drainpipe u- ies as possible.
Prevent additions of bedding materials, long-stemmed forage orvegetarion,
molded feed, plastic s�v-inges, or other foreign materials into the lagoon.
R
rrequently remove solids from catch basins at end of confinement houses or-
wherever they are installed.
Maintain strict vegetation, rodent, and varmint control near lagoon edges.
Do not allow trees or large bushes to grow on lagoon dam or embankment:
Remove sludge from the lagoon either when the sludge storage capacity is
full or before it fills 50 percent of the permanent swrne volume.
If animal production is to be terminated, the owner is responsible for
obtaining and implemendn- a closure plan to eiirninate the possibility of a
pollutant discharge.
Sludge Removal:
Rate of lagoon sludge buildup can be reduced by:

proper lagoon sizing,
mechanical solids =ararion of flushed waste,
gravity settling of flushed waste solids in an appropriately designed basin, or
minimizing feed wastage and miiIage.
Lagoon sludge that is removed annually rather than stored long term will:
have more nutrients,
have more odor, and
require more land to properly use the nutrients.
Removal t-;hniaues:
Fire a custom duplicator.
Mix the sludge and lagoon liquid with a chomer-agitator impeller
pump through large-bore sprin,der irrigation system onto nearby cropland;
and soil incorporate.
Dewater the upper pr a of lagoon by irrigation onto nearby cropland or
forageland; mix remaining sludge; pump into iiauid sludge applictor haul
and spread onto cropland or foragelmd; and soil incorporate.
Dewater .,he upper parr of Iagoon by irrigation onto nearby cropland or
foraszeland; dredge sludge from lagoon with d a ll a or sludQe barge; bum
an area beside lagoon to r.:wive the sludge so t6L liquids can drain bats
into lagoon; allow sludge to dewater; haul and spread with manure spread_-
onto ciopiand or forageland; and soil incorDOMM.M. -
Regardless of the method, you must have the sludge material analyzed for waste
constituents jut as you would your lagoon water. The sludge will contain diY2e.*mt
nutdent and meral values from the liquid_ The application or the sludge to fields will-be
limited by these nutrients as well as any previous waste apvlications to that field and crop
requirement. Waste application arcs will be discussed in detail in Chapter I
When removing sludge, you must also pay attention to the lane;to prevent damage. Close
attention by the pumper or drag-line operator will ensure that the lagoon liner remains
intact- If you see sail material or the synthetic liner material being disturbed, you should
stop the activity immediately and not resume until you are sure that the sludge can be
removed without liner injury. If the liner is damaged it must be repaired as soon as
possible.
Sludge-removed from the lagoon has a much higher phosphoras and.heavy metal content
than liquid_ Bemuse of this it should probably be applied to !arid with low phosphorus
and metal levels, as indicated by a soil test, and incorporated to reduce the chance of
erosion- Note that if the sludge is applied to fields with very high soil-test phosphores, it
should be applied only at rates equal to the crop removal of phosphorus. As with other
wastes, always have your lagoon sludge analyzed for its nutrient value.
The application of sludge will increase the amount of odor at the waste application site.
Extra pr=urion should be used to observe the wind direction and other conditions which
could increase the concern of neighbors.

Possible Causes of Lagoon Failure
moon 3ftitures-result in the unplanned discharge of wastewz=from the structure. TY-=
of failures include leakage through the bottom or sides, ovemppina, and breach of the
dun_ Assuming proper design and construction, the owner has the responsibility for
ensuring structure safety. Items which may lead to lagoon failures include:
Modification of the lagoon structure—an example is the placement of a.pipe
in the dam without groper design and construction_ (Consult-an expert in
lagoon design before Pig any Pipes in dams.j
Lag liquid levels—high levels-are a safety
fmk-
failure to inspect and maintain the dam.
Excess surface water flowing into the lagoon.
Lines integrity—protect from inlet pipe scouring, damage during sludge
removal, or rupture from lowering lagoon liquid level below groundw.tei
table.
NOTE: If lagoon water is allowed to overtop the gam, the moving water-will soon cause
gullies to form in the dam. Once- this damage starts, it can quickly.cause a large disc=ge
of wastew—ar—er and possible dam failure.

EMERGENCY ACTIONPLAN
PHONE NUMBERS
DIVISION OF WATER QUALITY (DWQ)
EMERGENCY MANAGEMNET SERVICES (EMS)
SOIL-AND WATER CONSERVATION DISTRICT (SWCD)
NATURAL RESOURCES CONSERVATION SERVICE (NRCS) 5} La- o
COOPERATIVE EXTERSION SERVICE (CES) 51 b -zry
This plan will be implemented in the event that wastes from your operation are leaking,
overflowing or running off sire. You should not wait until wastes reach surface waters
or leave you property to consider that you have a problem. You should make every
efforr 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 ore may nor be.
possible. Suggested responses to some possible problems are listed belwo.
A. Lagoon overflow-possible solutions are:
a. Add soil to berm to increase elevation of dam.
b. Pump wastes o Melds at an acceptable rate.
C. Stop all flows to -.he lagoon immediately.
d. Call a pumping contractor.
e. Make sure no sup pace 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 reasons) that cause 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 siphon occurs.
d. Stop all flows in the house, flush systems, or solid separators.
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 from the embankment-to catch all
seepage, put in a submersible pump, and pump back to lagoon.
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 notes, 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 the property)?
h. How much reached surface waters?
3. Contact appropriate agencies.
a. During normal business hours call your DWQ regional office; Phone--. After
hours, emeggency number: 919-733-3942. Your phone call should include: your
name, facility number, 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
uner Taken, and the seriousness of the sitution.
b. If spill leaves property or enters surface waters, call local EMS phone number.
c.- Instruc-, EMS to contact local Helath Department.
d. Contact CEs, phone number - , local SWCD office phone number - -, and local
MRCS office for advice/technical assistance phone number - -.
,4. If none of the above works call 911 or the Sheri;;`s Department and explain you
problem to them and ask the person to contact the proper agencies -"or you.
5. Contacr- the contractor of your choice to begin repair or problem to minimize o<<-
site damage.
a. Contractors Name:
b_ Contractors Address: { p -1
- c. Contractors Phone: G
6. Contact Zhe technical specialist who certified the lagoon (NRCS, Consulting
Engineer, etc.)
a. Name: 13 • �-ea.� ��s.IC,2+( lip)
b. Phone:
7. Implement procedures as-advised by DWQ and technical assistance agencies to
rectify the damage, repair the system, and reassess the waste managment plan to
keep problems with release of wastes from happening again.
2.