100021_Application_20240401

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Waste Management Systems
Request for Certification of Coverage
Facility Currently covered by an Expiring Sate Non -Discharge General Permit
On September 30, 2024, 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, 2024.
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 Peroduee.
1. Certificate Of Coverage Number: AWS100021
2. Facility Name: Carolina Bay Farms, LLC
3. Permittee's Name (same as on the Waste Management Plan): Maguire Farm LLC
4. Permittee's Mailing Address: PQ$7R'79'Tgr' i112- O(ft/' VK.
City: �_i I�tlt State: NC
Telephone Number: 910-866-4395 Ext. E-mail:
5. Facility's Physical Address: 2551 Exxum Rd Nw
City: Ash State: NC
6. County where Facility is located: Brunswick
7. Farm Manager's Name (if different from Landowner): R*w*+K--Bft
8. Farm Manager`s telephone number (include area code):
Zip:
a-7/sa�
Zip: 28420
Re dwcVrcxJ^n
9. Integrators Name (if there is not an Integrator, write "None"); Coastal Plains Pork
10. Operator Name (OIC): Leslie L. Stutts Phone No.: 1%@ ?'s3--M7T-
11. Lessee's Name (if there is not a Lessee, write "None"):
12. Indicate animal operation type and number:
Current permit: Operations Type
Swine - Farrow to UYean
9neration hoes:
Swine
Wean to Finish
Wean to Feeder
Farrow to Finish
Feeder to Finish
Farrow to Wean
Farrow to Feeder
Boar/Stud
Gilts
Other
C, tithe
Dairy Calf
Dairy Heifer
Milk Cow
Dry Cow
Beef Stocker Calf
Beef Feeder
Beef Broad Cow
Other
`iID-�iS� Wyk?
Allowable Count
4,000
DU Poultry
Non Laying Chickens
Laying Chickens
Pullets
Turkeys
Turkey Pullet
WetWet A.PouIt-
Non Laying Pullet
Layers
OIC #: 20897
Other Tynes
Horses - Horses
Horses - Other
Sheep- Sheep
Sheep - Other

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Waste Management Systems
Request for Certification of Coverage
Facility Currently covered by an Expiring Sate Non -Discharge General Permit
On September 30, 2024, 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, 2024.
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.
Certificate Of Coverage Number: AWS 100021
2.
Facility Name: Carolina Bay Farms , LLC
3.
Permittee's Name (same as on the Waste Management Plan):
Maguire Farm LLC
4.
Permittee's Mailing Address: PO Box 2979
City: Elizabethtown State: NC
Zip: 28337-2979
Telephone Number: 910-866-4395 Ext. E-mail:
5.
Facility's Physical Address: 2551 Exxum Rd Nw
City: Ash State: NC
Zip: 28420
6.
County where Facility is located: Brunswick
7.
Farm Manager's Name (if different from Landowner): Russell L Brock
8.
Farm Manager's telephone number (include area code): 910-289-0957 Ext.
9.
Integrator's Name (if there is not an Integrator, write "None"):
Coastal Plains Pork
10.
Operator Name (OIC): Leslie L. Stutts
Phone No.: 910-253-7070
OIC #: 20897
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 - Farrow to Wean
4,000
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 Poultr►-
Gilts Other
Non Laying Pullet
Other
Layers

13. Waste Treatment Lagoons, Digesters and Waste Storage Ponds (WSP): (Fill/Verify the following information.
Make all necessary corrections and provide missing data.)
Structure
Name
Structure Type
(Lagoon/Digester/
WSP)
Estimated
Date
Built
Liner Type
(Clay, Synthetic,
Unknown)
1
Capacity
(Cubic Feet)
Estimated
Surface Area
(Square Feet)
Design Freeboard
"Redline"
(inches)
1
Lagoon
7/8/1994
Full, clay
2,592,783.00
328,500.00
20.00
Submit 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), either by mailing to the address below or sending it via
email to the email address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan (WUP), si4Ysed b� the owner and a certified technical snccialist, 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 MRCS 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
5. 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 shovm on this list, please include the additional components with your submittal.
(e.g. composting, digesters, solids separators, sludge drying system, waste transfers, etc.)
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.

13. Waste Treatment Lagoons, Digesters and Waste Storage Ponds (WSP): (Fill/Verify the following information.
Make all necessary corrections and provide missing data.)
Structure
Name
Structure Type
(Lagoon/Digester/
WSP)
Estimated
Date
Built
Liner Type
(Clay, Synthetic,
Unknown)
Capacity
(Cubic Feet)
Estimated
Surface Area
(Square Feet)
Design Freeboard
'Redline"
(Inches)
1
Lagoon
7/8/1994
Full, clay
2,592,783.00
328,500.00
20.00
Submit one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed
application as required by NC General Statutes 143-215.1OC(d), either by mailing to the address below or sending it via
email to the email address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan (WUP), signed by the owner and a certified technical specialist, containing:
a. The method by which waste is applied to the disposal fields (e.g. irrigation, injection, etc.)
b. A map of every field used for land application (for example: irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation (RYE) for every crop shown in the WUP
f. The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
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, solids separators, sludge drying system, waste transfers, etc.)
I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included, this application package will be returned to me as incomplete.

Note: In accordance with NC General Statutes 143-215.6A and 143-215.613, any person who knowingly makes any false
statement, representation, or certification in any application may be subject to civil penalties up to $25,000 per violation. (18
U.S.C. Section 1001 provides a punishment by a fine of not more than $10,000 or imprisonment of not more than 5 years, or both
for a similar offense.)
Print the Name of the Permittee/Landowner/Signing Official and Sign below. (If multiple Landowners exist, all landowners
should sign. If Landowner is a corporation, signature should be by a principal executive officer of the corporation):
Name (Print): �0'9�9- Title:
Signature: Date: -A—,
Name (Print):
Signature:
Name (Print):
Signature: - ___
Title:
Date:
Title:
Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLO WINO; ADDRESS:
E-mail: [e-mail]
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636

Note: In accordance with NC General Statutes 143-215.6A and 143-215.613, any person who knowingly makes any false
statement, representation, or certification in any application may be subject to civil penalties up to $25,000 per violation. (18
U.S.C. Section 1001 provides a punishment by a fine of not more than $10,000 or imprisonment of not more than 5 years, or both
for a similar offense.)
Print the Name of the Permittee/Landowner/Signing Official and Sign below. (If multiple Landowners exist, all landowners
should sign. If Landowner is a corporation, signature should be by a principal executive officer of the corporation):
Name (Print): r-e- -Vo xcV _% _ L L—C—
Signature:
Name (Print):
Signature: __
Name (Print):
Signature: _
Title: O k_p rve-
Date: 3 —a0L
Title:
Date:
Title:
Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
E-mail: [e-mail]
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636

ROY COOPER
Governor
ELIZABETH S. BISER
secretary
RICHARD E. ROGERS, JR.
Director
Maguire Farm LLC
Carolina Bay Farms , LLC
PO Box 2979
Elizabethtown, NC 28337-2979
t'
SrATl:°Q„
QUA
NORTH CAROLINA
Environmental Quality
February 12, 2024
Subject: Application for Renewal of Coverage for Expiring State General Permit
Dear Perm ittee:
RECEIVED
MAR 2 8 2024
SIC DEO/DWR
Central Office
Your facility is currently approved for operation under one of the Animal Waste Operation State Non -Discharge General Permits,
which expire on September 30, 2024. In order to ensure your continued coverage under the State Non -Discharge General
Permitsyou must submit an application for Permit coverage to the Division of Water Resources (DWRi by A1riI 3. 2024.
Enclosed you will. -find a "Reu nest for Certificate of CoveEUe for Facility Currenth, Covered by an Expiring State
Non -Discharge General Permit." The application form must be com :leted sinned b\ the Permittee. and returned to the DWR b
A`13.2024.
Mailing Address: NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699 1636
Email: nimal.operations,( deq.nc:goy
phone: [phone]
Please note that You must include one t1l coy of the Certified Animal Waste Management Plan (CAWMPI with the
completed and sh_3ned sim ication form, A list of items included in the CAWMP can be found on.Vage 2 of the renewal
j2lication 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 NC G.S. § 143-215.1
and could result in assessments of civil penalties of up to $25,000 per day.
Copies of the animal waste operation State Non -Discharge General Permits are available at
www-deq.nc.eov/animal ermits2024. General permits can be requested by writing to the address above.
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 919-707-9129.
Sincerely,
r
Michael Pjetraj, Deputy Director
Division of Water Resources
Enclosures: Reo uest for Certificate of Coverage for Facility Currentij Covered by an Ex pirina State Non -Discharge
General Permit
r� idorthCaraiiaaDqurlmentafEnsuoaatanid�uaiitr Dirisianaf�lnterResowces
512Rarth&]isbnrrsitmq 1036Mail 3eniceCsngep AtI��ZsdarthGamlins24991b36
919.7079129

Nutrient Management Plan For Animal Waste Utilization
03-21-2017
This plan has been prepared for:
Carolina Bay Sow (10-21)
Maguire Farm, LLC
1122 Oberlin Road
Raleigh, NC 27605
[phone]
This plan has been developed by:
Ronnie 0. Kennedy Jr,
Rgriment Services, Inc,
PO Box 1096
Beulaville, NC 28518
252-568-2648
�L�-voloper 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.
SI cure nor)_ Date
Signature (m6lager 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 Conservation Commission.
Plan Approved By:
3-2/-20t7
echnical Specialist Signature Date
...........................
- 908421 - - - - - - - - - - - - -
Database Version 4.1 Date Printed: 03-21-2017 Cover Page I

Nutrients applied in accordance with this plan will be supplied from the
following source(s):
Commercial Fertilizer is not included in this plan.
S9
Swine Farrowing-Weanling Lagoon Liquid waste generated 12,812,000 pislyear by a
4,000 animal Swine Farrowing-Weanling Lagoon Liquid operation. This production
facility has waste storage capacities of approximately 180 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast
15396
Incorporated
18475
Injected
18475
Irrigated
15396
pax. Avail.
PAN (ibs) *
Actual PAN
Applied abs)
PAN Surplus/
Deficit (lbs)
Actual Volume
Applied (Gallons)
Volume Surplus/
Deficit (Gallons)
Year 1
15,396
49759
-34,163
41,241,439
-28,429,439
In
--sourceiD----f,S-•-means-..-....-standard•r----,source--,-U--means------user- de--.fi_....ned-..--source----------------------------
Note:
* Max. Available PAN is calculated on the basis of the actual application method(s) identified in the plan for this source.
908421 Database Version 4.1 Date Printed: 03-21-2017 Source Page I of 1

0
Narrative
3-21-2016
This plan updates wettable acres. Pulls 12-29 are leased from Pearly Vereen. All waste application rates
used from waste plan developed by Greer Moore dated 3-8-2005.
5-19-2014
This plan is an update to include new center pivot 1 and Sub fields 1-3, that replace pulls 1-14 and Sub
fields A - F. Soil type was derived from averaging soil types (Lynchburg, Rains, Goldsboro, Foreston).
All other pulls/sub fields remained the same and came from waste plan developed by Greer Moore dated
3/8/2005.
-----------.. ..--...._.--_ - --...- ..__....---------------------------------
908421 Database Version 4.1 Date Printed: 03-21-2017 Narrative Page I of 1

The table shown below provides a summary of the crops or rotations included in this plan for each field. Realistic
Yield estimates are also provided for each crop in the plan. In addition, the Leaching Index for each field is shown,
where available.
Planned Crops Summary
Total Useable Leaching
Tract
Field
Acres
Acres Index (LI)
Soil Series
Crop Sequence
RYE
1060
CPl
79.701
79.70
N/A
Lynchburg
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Pasture
5.5 Tons
1060
SUB-1
3.62
3.62
N/A
Rains
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Pasture
4.5 Tons
1060
SUB-2
4.14
4.14
N/A
Rains
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Pasture
4.5 Tons
1060
SUB-3
16.67
16.67
N/A
Goldsboro
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Pasture
6.5 Tons
3075
12
4.75
4.75
NIA
Lynchburg
small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Pasture
5.5 Tons
3075
13
6.671
6.67
N/A
Rains
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Pasture
4.5 Tons
3075
14
5.44
5.44
N/A
Lynchburg
Small Grain Overseed
I.0 Ton.
Hybrid Bermudagrass Pasture
5.5 Tons
3075
I5
5.21
5.21
N/A
Lynchburg
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Pasture
5.5 Tons
3075
16
3.891
3.89
N/A
Lynchburg
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Pasture
5.5 TO
3075
17
5.27
5.27
N/A
Lynchburg
Small Grain Overseed
1.0 TO
Hybrid Bermudagrass Pasture
5.5 Tons
3075
18
5.38
5.38
N/A
Lynchburg
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Pasture
5.5 Tons
3075
19
5.46
5.46
N/A
Rains
Small Grain Overseed
1.0 Tans
Hybrid Bermudagrass Pasture
4.5 Tons
3075
20
3.92
3.92
NIA
Lynchburg
Small Grain Overseed
1.0 Tons
- Hybrid Bermudagrass Pasture
5.5 Tons
3075
21
5.72
5.72
N/A
Rains
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Pasture
4.5 Tons
3075
22
2.46
2.46
N/A
Lynchburg
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Pasture
5.5 Tons
3075
23
6.33
6.33
N/A
Lynchburg
Small Grain Overseed
1.0 TO,
908421
Database Version 4.1
Date Printed 3/21/2017
PCS Page 1 of 2
NOTE: Symbol
* means user entered data.

Planned Crops Summary
Total Useable Leaching
Tract
Field Acres Acres Index (LI)
Soil Series Crop Sequence
RYE
Hybrid Bermudagrass Pasture
5.5 Tons
3075
24 1.10 1.10 N/A
ILynchburg Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Pasture
5.5 Tons
3075
25 6.231 6.23 N/A
Lynchburg Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Pasture
5.5 Tons
3075
26 6.001 6.00 N/A
Rains Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Pasture
4.5 Tons
3075
27 2.881 2.88 N/A
Rains Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Pasture
4.5 Tons
3075
28 6.161 6.16 N/A
ILy,chburg Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Pasture
5.5 Tons
3075
29 6.97 6.97 N/A
Lynchburg Small Grain Oversced
1.0 Tons
Hybrid Bermudagrass Pasture
5.5 Tons
3075
SUB-4 2.89 2.89 N/A
Lynchburg Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Pasture
5.5 Tons
PLAN TOTALS: 196.86 196.86
LI
Potential Leachinge
Technical Guidance
Low potential to contribute to soluble
None
2
nutrient leaching below the root zone.
Moderate potential to contribute to
Nutrient Management (590) should be planned.
>= 2 &
soluble nutrient leaching below the root
<_ 10
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
considered. Examples are Cover Crops (340) to scavenge nutrients, Sod -Based
Rotations
> 10
(328), Long -Tenn No -Till (778), and edge -of -field practices such as Filter Strips (393) and
Riparian Forest Buffers (391).
908421
Database Version 4.1 Date Printed 3/21/2017
PCS Page 2 of 2
NOTE:
Symbol * means user entered data.
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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 to
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 Amount
ETract
Field
Soil Series
(inches/hour)
(inches)
60
CP1
Lynchburg
0.50
1.0
1060
SUB-1
Rains
0.40
1.0
SUB-2
Rains0.40
1.0
rE
SUB-3
Goldsboro
O.SO
1.0
3075
12
Lynchburg
0.50
1.0
3075
13
Rains
0.40
1.0
3075
14
Lynchburg
0.50
1.0
3075
15
Lynchburg
0.50
1.0
3075
16
Lynchburg
0.50
1.0
3075
17
Lynchburg
0.50
1.0
3075
18
Lynchburg
0.50
1.0
3075
19
Rains
0.40
1.0
3075
20
Lynchburg
0.50
1.0
3075
21
Rains
0.40
1.0
3075
22
Lynchburg
0.50
1.0
3075
23
Lynchburg
0.50
1.0
3075
24
Lynchburg
0.50
1.0
3075
25
Lynchburg
0.50
1.0
3075
26
Rains
0.40
1.0
3075
27
Rains
0.40
1.0
3075
28
Lynchburg
0.50
1.0
3075
29
Lynchburg
0.50
1.0
3075
SUB-4
Lynchburg
0.50
1.0
908421 Database Version 4.1 Date Printed 3/21/2017 IAF Page 1 of 1
'NIOTF- Q%smhnl * mPanc mor P.ntRrpri 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
Maximum
Maximum Sludge
Crop PAN Rate
Application Rate Minimum Acres
Minimum Acres
Minimum Acres
lb/ac
1000 gal/ac 5 Years Accumulation
10 Years Accumulation
15 Years Accumulation
Swine Farrowing-Weanling Lagoon Sludge
- Standard
Corn 120 bu 150
14.69 106.21
212.41
318.62
Hay 6 ton R.Y.E. i 300
29.38 53.10
106.21
159.31
Sovbean 40 bu 160
15.67 99.57
199.13
298.70
908421 Database Version 4.1 Date Printed: 03-21-2017 Sludge Page 1 of 1

W
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 Storage Capacity is calculated as of the end of each month.
908421 Database Version 4.1 Date Printed: 03-21-2017 Capacity 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).
-------------- ----------
908421 Database Version 4.1 Date Printed: 3/21/2017 Specification Pale 1
W

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.
AMN 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.
908421 Database Version 4.1 Date Printed: 3/21/2017 Specification Page 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 animalwaste 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.
-----------------------------------
908421 Database Version 4.1 Date Printed: 3/21/2017 Specification Page 3

22. Waste shall be tested within 60 days of utilization and soil shall be tested
at least annually at crop sites where waste products are applied. Nitrogen
shall be the rate -determining nutrient, unless other restrictions require
waste to be applied based on other nutrients, resulting in a lower
application rate than a nitrogen based rate. Zinc and copper levels in the
soils shall be monitored and alternative crop sites shall be used when
these metals approach excessive levels. pH shall be adjusted and
maintained for optimum crop production. Soil and waste analysis
records shall be kept for a minimum of rive 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.
__ ----. ---..--..------------
908421 Database Version 4.1 Date Printed: 3/21/2017 Specification Page 4

Crop Notes
The following crop note applies to field(s): 13, 19, 21, 26, 27, SUB-1, SUB-2
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): 12, 14, 15, 16, 17, 18, 20, 22, 23, 24, 25, 28, 29, CP1, SUB-4
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): SUB-3
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.
908421 Database Version 4.1 Date Printed: 03-21-2017 Crop Note Page i of 3

AWN The following crop note applies to field(s): 13, 19, 21, 26, 27, SUB-1, SUB-2
Bermudagrass CP, Mineral Soil, Poorly Drained to Somewhat Poorly Drained.
Adaptation: Effective artificial drainage MUST be in place to achieve Realistic Yield Expectations
provided for these soils.
In the Coastal Plain, hybrid bermudagrass sprigs can be planted Mar. 1 to Mar. 31. Cover sprigs 1" to 3"
deep (1.5" optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and
wind. For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows, spaced 2' to 3' in the row. Generally a
rate of 30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing
conditions. Tifton 44 spreads slowly, so use at least 40 bu/ac in 1.5' to 2' rows spaced I I to 1.5' in row.
For broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime, phosphorus,
potassium and micronutrients to apply preplant and for annual maintenance. Apply 60 to 100 Ib/ac N in
the establishment year in split applications in April and July. For established stands apply 180 to 240
lb/ac N annually in split applications, usually in April and following the first and second hay cuts.
Reduce N rates by 25% for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization
of Pastures and Forages in North Carolina for more information or consult your regional agronomist or
extension agent for assistance.
The following crop note applies to field(s): 12, 14, 15, 16, 17, 18, 20, 22, 23, 24, 25, 28, 29, CP1, SUB-4
Bermudagrass CP, Mineral Soil, Poorly Drained to Somewhat Poorly Drained.
Adaptation: Effective artificial drainage MUST be in place to achieve Realistic Yield Expectations
provided for these soils.
In the Coastal Plain, hybrid bermudagrass sprigs can be planted Mar. 1 to Mar. 31. Cover sprigs 1" to 3"
deep (1.5" optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and
wind. For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows, spaced 2' to 3' in the row. Generally a
rate of 30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing
conditions. Tifton 44 spreads slowly, so use at least 40 bu/ac in 1.5' to 2' rows spaced 1' to 1.5' in row.
For broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime, phosphorus,
potassium and micronutrients to apply preplant and for annual maintenance. Apply 60 to 100 Ib/ac N in
the establishment year in split applications in April and July. For established stands apply 180 to 240
Ib/ac N annually in split applications, usually in April and following the first and second hay cuts.
Reduce N rates by 25% for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization
of Pastures and Forages in North Carolina for more information or consult your regional agronomist or
extension agent for assistance.
-- - - --- - --- - - - - -- -----------------------------------------
908421 Database Version 4.1 Date Printed: 03-21-2017 Crop Note Page 2 of 3

The following crop note applies to field(s): SUB-3
Bermudagrass CP, Mineral Soil, Poorly Drained to Somewhat Poorly Drained.
Adaptation: Effective artificial drainage MUST be in place to achieve Realistic Yield Expectations
provided for these soils.
In the Coastal Plain, hybrid bermudagrass sprigs can be planted Mar. 1 to Mar. 31. -Cover sprigs I" to 3"
deep (1.5" optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and
wind. For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows, spaced 2' to 3' in the row. Generally a
rate of 30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing
conditions. Tifton 44 spreads slowly, so use at least 40 bu/ac in 1.5' to 2' rows spaced 1' to 1.5' in row.
For broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime, phosphorus,
potassium and micronutrients to apply preplant and for annual maintenance. Apply 60 to 100 lb/ac N in
the establishment year in split applications in April and July. For established stands apply 180 to 240
Ib/ac N annually in split applications, usually in April and following the first and second hay cuts.
Reduce N rates by 25% for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization
of Pastures and Forages in North Carolina for more information or consult your regional agronomist or
extension agent for assistance.
W
------------
90s42t Database Version 4.1 Date Printed: 03-21-2017 Crop Note Page 3 of 3

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Inters
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BROWN
CA
wt�R OLINA-.
CAROLINA 13AY FAR16 - 4000 SOWS FARROW TO WEAN
STATE ROAD 1340 -13RUNSWICK COUTNY
DMECTIONS: FROM WH�TEVILLE, TAKE HIGHWAY #
NEW BRITAIN, TURN LEFT ONTO STATE ROAD # 1326. AT
LEFT AND TURN IMMEDIATELY RIGHT ONTO STATE ROUTE
TWO MILES PAST EXUX ON STATE ROUTE #1340 ON RIGHT.
MA LNG ADDRESS:
MILTON WARD
RT I BOX 184
CLARENDON, NC 28432
HOME TELEPHONE: [phone]
WORK TELEPHONE: [phone]
1 yma4
i
130 SOUTH. AT
STOP SIGN, TURN
#1336.= FARM IS
SHO?PING A-DDRESS:
MILTON WARD
STATE ROAD # 1340
ASH, NC 28420
I BRIPWN'S OF CAROLINA. INC.
303 EAST COLLEGE STREET - PO.BOX 487 - WARSAW. N,C, 28398-0487 - OFFICE: [phone] - FAX,*[phone]

0
erator:Carolina
Bay Farm County
Brunswick
Distance to nearest residence (ot�er
than
owner):
1. AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish)
x
1417
lbs.
0 sows (farrow to feeder)
x
522
lbs.
head (finishing only)
x
135
lbs.
4000 sows (farrow to wean)
x
433
lbs.
0 head (wean to feeder)
x
30
lbs.
Describe other :
2.
3.
ti
Date: 07/08/94
2000.0 feet
= 0
lbs
- 0
lbs
- 0
lbs
= 1732000
lbs
= 0
lbs
0
Total Average Live Weight = 1732000 lbs
MINIMUM REQUIRED TREATMENT VO4UME OF LAGOON
Volume = 1732000 lbs. ALW x Treatment Volume(CF)/lb. ALW
Treatment Volume(CF)/1b.jALW = 1 CF/lb. ALW
Volume = 1732000 cubic I eet
STORAGE VOLUME FOR SLUDGE ACCLiMiILATION
Volume = 0.0 cubic feet
TOTAL DESIGNED VOLUME
Inside top length (feet) -------------------- 900.0
Inside top width (feet) --------------------- 365.0 '7 r
Top of dike elevation (feet)----------------- 46.2
Bottom of lagoon elevation (feet)------------ 36.2
Freeboard (feet) --------=
10
Side slopes (inside lagoon)-- - - 3.0 . 1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SI6I SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3. 3.0 894.0 359.0 9.0
AREA OF TOP
LENGTH * WIDTH =
894.0 359.0 I 320946 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
840.0 305.0
AREA OF MIDSECTION
LENGTH * WIDTH * 4
867.0 332.0
256200 (AREA OF BOTTOM)
1151376 (AREA OF MIDSECTION * 4)
CU. FT. = (AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
320946.0 ********* 256200.0 1.5

9
5.
MA
Total Designed Volume Available = 2592783 CU. FT.
TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
900.0 365.0 328500.0 square feet
Buildings (roof and lot Fiater)
0.0 square feet
TOTAL DA 328500.0 square feet
Design temporary storage period to be
Volume of waste produced
Describe this area.
180 days.
Feces & urine production IIin gal./day per 135 lb. ALW
Volume = 1732000 lbs. ALIT/135 lbs. ALW * 1.37 gal/day
Volume = 3163787 gals. o.r 422966.1 cubic feet
5B. Volume of wash water
1.37
180 days
This is the amount of fresh water used for washing floors or volume
of fresh water used for al flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume = 0.0 gallons day * 180 days storage/7.48 gallons
Volume = 0.0 cubic f et per CF
5C. Volume of rainfall in excess of evaporation
Use period of time when r infall exceeds evaporation by largest amount.
180 days excess rainfall = 7.0 inches
Volume = 7.0 in * DA / 12 inches per foot
Volume = 191625.0 cubic f at

9
5D. Volume of 25 year - 24 hour storm
I
Volume = 8.0 inches / 12 inches per foot * DA
Volume = 219000.0 cubic feet
TOTAL REQUIRED TEMPORARYISTORAGE
5A.
4229
6 cubic
feet
5B.
0 cubic
feet
5C.
19162
5 cubic
feet
5D.
2190
0 cubic
feet
TOTAL
8335
1 cubic
feet
6. SUMMARY
Temporary storage periodJ-====____�________>
180
days
Rainfall in excess of ev oration==== -- >
7.0
inches
25 year - 24 hour rainfall===== ----------->
8.0•inches
Freeboard--- =----= =---=-=-=�__�=_:._>
Side
1.0
feet
s lopes= --------- ---------------_- =>
Inside top length=--==--- _�____ -->
3.0
1
_N=_
Inside top width -- -=.=_.r___NM
900.0
feet
=>
Top of dike elevation=== _ - =>
365.0
46'.2
feet
feet
Bottom of lagoon elevatio=_--_________ ->
36.2
feet
Total required volume== =--.-___--�
2565591
cu. ft.
Actual design volume==
2592783
cu. ft.
Seasonal high watertableTevation (SHWT)===>
41.0
feet
Stop pumping elev. - --___- � __ ==�_>
�
feet *
Must be > or = to the S� elev. ==-=___= _>
`4
41.0
feet
Must be > or = to min. eq. treatment el.=>
42.2
feet
Required minimum treatmen volume====== ----->
1732000
cu. ft.
Volume at stop pumping el vation---==_==__=_>
1753396
cu. ft.
Start pumping elev.-==� - ______=— ______>
44.5
eet
Must be at bottom of fr eboard & 25 yr. rainfa
low
Actual volume less 25 yr. 24 hr. rainfall -->
Volume at start pumping
2373783
cu. ft.
a evation=====______>
Required volume to be pum ed==---_=____- �==>
2369959
614591
cu. ft.
cu. ft.
Actual volume planned to be pumped=====_____>
616563
cu. ft.

Min. th' kness of soil l,ner when required=> 1.5 feet
7. DESIGNED BY":- ++p,
APPROVED BY : ��•� �H off,
CA�Q '
DAT '7
/l• C DATE: �.•� 211tss!()
NOTE: SEE ATTACHED WASTE -UTILIZATION PLAN r. z. 1641
COMMENTS:
r�'�.,9C-.4;C11Vc, °P
Sm
MA

0
G
OPERATION AND MAINTENANCE PLANSHEET 1 OF 2
--------- ------------------
This lagoon is designed for waste treatment (permanent storage) and
180 days of temporary st rage. The time required for the planned
fluid level (permanent and t amporary storage) to be reached may vary
due to site conditions, weather, flushing operations, and the amount
of fresh water added to the system.
The designed temporary storage consists of 180 days storage for:
(1) waste from animals and (2) excess rainfall after evaporation. Also
included is storage for the 5 year - 24 hour storm for the location.
The volume of waste generatel from a given number of animals will be
fairly constant throughout tie year and from year to year, but excess
rainfall will vary from year to year. The 25 year rainfall will not
be a factor to consider in a annual pumping cycle, but this storage
volume must always be availagle.
A maximum elevation is deter
pumping and this is usually
building(s). If the outlet p
begin pumping, a permanent m
to indicate when pumping sho
to stop pumping to maintain
Pumping can be started or st
elevations for operating con
weather, soils, crop, and eq
runoff or leaching.
ined in each design to begin
he outlet invert of pipe(s) from
pe is not installed at the elevation to
rker must be installed at this elevation
ld begin. An elevation must be established
agoon treatment depth.
pped at any time between these two
enience as site conditions permit, such as
ipment in order to apply waste without
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 damage to crops.
The following items are to
1. It is strongly recommend
charged to 1/2 its capacity
start-up. Pre -charging redu
waste entering the lagoon th
covered with effluent at all
flush buildings with recycle
be used for flushing after i
carried out:
that the treatment lagoon be pre -
prevent excessive odors during
s the concentration of the initial
eby reducing odors. Solids should be
imes. When precharging is complete,
lagoon liquid. Fresh water should not
tial filling.
2. The attached waste utiliz tion plan shall be followed. This
plan recommends sampling and esting of waste (see attachment)
before land application.
3. Begin temporary storage
reaches the elevation 44.5
out when the fluid level rea
storage, less 25 yr- 24 hr s
4597142 gallons.
l;
Imp -out of the lagoon when fluid level
Es marked by permanent marker. Stop pump -
Les elevation 42.5 . This temporary
)rm, contains 614591 cubic feet or

G
SHEET 2 OF 2
4. The recommended maximum amount to apply per irrigation is
one (1) inch and the recomme ded maximum application rate is 0.3
inch per hour. Refer to the taste utilization plan for further details.
5. Keep vegetation on the e�bankment and areas adjacent to the
lagoon mowed annually. vege ation should be fertilized as needed
to maintain a vigorous stand
6. Repair any eroded areas sir areas damaged by rodents and
establish in vegetation.
7. All surface runoff is to be diverted from the lagoon to stable
outlets.
8. Keep a minimum of 25 feet of grass vegetated buffer around
waste utilization fields adjacent to perennial streams. Waste will
not be applied in open ditch s. Do not pump within 200 feet of a
residence or within 100 feet of a well. Waste shall be applied in a
manner not to reach other pro erty and public right-of-ways.
9. The Clean Water Act of 15
pollutants into waters of the
Environment, Health, and Natt
mental Management, has the re
77 prohibits the discharge of
United States. The Department of
:al Resources, Division of Environ-
sponsibility for enforcing this law.

0
SHEET 1 OF 2
SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
----------------------------------------------------------
FOUNDATION PREPARATION:
-----------------------
The foundation area of the 1 goon embankment and building pad shall be
cleared of trees, logs, stum s, roots, brush, boulders,sod and rubbish.
Satisfactory disposition wil4 be made of all debris. The topsoil from
the lagoon and pad area should be stripped and stockpiled for use on
the dike and pad areas. Aft r stripping, the foundation area of the
lagoon embankment and building pad shall be thoroughly loosened prior
to placing the first lift ofifill material to get a good bond.
EXCAVATION AND EARTHFILL PLACEMENT:
----------------------------- 1,------
The completed excavation and
grades, and elevations shown
be free of material such as
6 inches in diameter, and oth
they are suitable, excavated
shall be brought up in approx
inches in thickness when loos
will be compacted by complete
equipment or standard tamping
Compaction will be considered
to consolidate to the point t
NOTE THE SPECIAL REQUIREMENTS
SECTION OF THIS SPECIFICATION
installed using the more impe
excavations. Construction of
settlement. Dikes over 15 fe
capacity of 10 acre-feet or m
Dam Safety Law. The height i
from the constructed height t
earthfill shall conform to the lines,
on the plans. Earthfill material shall
sod, roots, frozen soil, stones over
er objectionable material. To the extent
materials can be used as fill. The fill
imately horizontal layers not to exceed 9
e and prior to compaction. Each layer
coverage with the hauling and spreading
roller or other equivalent method.
adequate when fill material is observed
hat settlement is not readily detectible.
FOR PLACEMENT OF LINERS IN THE LINER
The embankment of the lagoon shall be
rvious materials from the required
fill heights shall include 5 percent for
at in height and with an impoundment
are fall under the jurisdiction of the NC
s defined as the difference in elevation
7 the downstream toe of the dike.
Precautions shall be taken du ing construction to prevent excessive
erosion and sedimentation.
LINER: THE MINIMUM REQUIR�D THICKNESS SHALL BE 1.5 ft.
----------------------- -----------------------
NOTE: LINERS (PARTIAL OR FULL) ARE REQUIRED WHEN THE ATTACHED SOILS
INVESTIGATION REPORT SO INDICATES OR WHEN UNSUITABLE MATERIAL IS

f
ENCOUNTERED DURING CONSTRUCTION. A TYPICAL CROSS SECTION OF THE LINER
IS INCLUDED IN THE DESIGN W�EN LINERS ARE REQUIRED BY THE SOILS REPORT.
When areas of unsuitable mai
excavated below finish gradE
perpendicular to the finish
as specified to grade with
REFER TO THE SOILS INVESTIGI
CONSIDERATIONS.
Soil liner material shall co
minimum water content of the
content which relates to tha
in the hand it will form a b
shall be added to borrow as
during placement of the line
material shall not be less t;
The maximum water content re
for efficient use of hauling
compaction of the liner incl,
compacted to at least 90 per+
Weight of the liner material
shall be scarified and moist,
lift.
The single most important fa
ability of a clay liner, oth
liner, is the efficient cons
The sequence of equipment us
lisped pattern helps assure
compaction process. For mos
roller is the preferable typ
.erial are encountered, they will be�over-
to the specified depth as measured
grade. The foundation shall be backfilled
SCS approved material (ie - CL,SC,CH).
TION INFORMATION IN THE PLANS FOR SPECIAL
SHEET 2 OF 2
ae from an approved borrow area. The
liner material shall be optimum moisture
moisture content when the soil is kneaded
ill which does not readily separate. Water
iecessary to insure proper moisture content
The moisture content of the liner
ian optimum water content during placement.
Lates to the soil material being too wet
equipment and proper compaction. Proper
ides placement in 9 inch lifts and
:ent of the maximum ASTM D698 Dry Unit
When smooth or hard, the previous lift
tned as needed before placement of the next
for affecting the overall compacted perme-
r than the type of clay used for the
ruction processing of the compacted liner.
and the routing of equipment in an estab-
niformity in the whole placement and
clay soils, a tamping or sheepsfoot
of compaction equipment.
The soil liner shall be protected from the discharge of waste outlet
Pipes. This can be done by using some type of energy dissipator(rocks)
or using flexible outlets on waste pipes.
Alternatives to soil liners a e synthetic liners and bentonite sealant.
When these are specified, add'tional construction specifications are
included with this Constructi n Specification.
CUTOFF TRENCH:
--------------
rA cutoff trench shall be constructed under the embankment area when
r shown on a typical cross sect, on in the plans. The final depth of the
cutoff trench shall be determined by observation of the foundation
materials.

'VEGETATION:
All exposed embankment and other bare constructed areas shall be^seeded
to the planned type of vegetation as soon as possible after construc-
tion according to the seeding specifications. Topsoil should be placed
on areas of the dike and padito be seeded. Temporary seeding or mulch
shall be used if the recommended permanent vegetation is out of season
dates for seeding. Permanent. vegetation should be established as soon
as possible during the next period of approved seeding dates.
REMOVAL OF EXISTING TILE DRAINS
----------------------------�--
When tile drains are encountered, the tile will be removed to a minimum
of 10 feet beyond the outsid6 toe of slope of the dike. The tile
trench shall be backfilled acid compacted with good material such as
SC, CL, or CH.
0
0

SEEDING SPECIFICATIONS
--------------------
" AREA TO BE SEEDED: 10.0 ACRES
USE THE SEED MIXTURE INDICATED AS FOLLOWS:
600.0 LBS. FESCUE GRADS AT 60 LBS./ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DA ES: SEPTEMBER 1 TO NOVEMBER 30
FEBRUARY 1 TO MARCH 30
0.0 LBS. RYE GRAIN AT 30 LBS./ACRE (NURSERY FOR FESCUE)
0.0 LBS. 'PENSACOLA BAHIA GRASS AT 60 LBS./ACRE
(SEE FOOTNOTE NO. 1)
SEEDING DATES: MARCH 15 TO JUNE 15
80.0 LBS. HULLED COMMON BERMUDA GRASS AT 8 LBS./ACRE
(SUITED FOB MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
0.0 LBS. UNHULLED COMMON BERMUDA GRASS AT 10 LBS./ACRE
SEEDING DATES: JANUARY 1 TO MARCH 30
400.0 LBS. RYE GRASS �T 40 LBS./ACRE (TEMPORARY VEGETATION)
SEEDING DAZES: DECEMBER 1 TO MARCH 30
LBS.
APPLY THE FOLLOWING:
10000.0 LBS. OF 10-10-1C FERTILIZER (1000 LBS./ACRE)
20.0 TONS OF
1000.0 BALES OF SMALL
LIME (2 TONS/ACRE)
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. APLY MULCH AND SECURE WITH A MULCH
ANCHORING TOOL OR NETTING.
1. PENSACOLA BAHIAGRASS
BERMUDA GRASS. WHEN
LBS./ACRE OF COMMON E
UNTIL BAHIAGRASS IS E
rg
:S SLOWER TO ESTABLISH THAN COMMON
(SING BAHIA, IT IS RECOMMENDED THAT 8
iRMUDA BE INCLUDED TO PROVIDE COVER
;TABLISHED.

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• U. Sq Department of Agriculture NC-ENG-34
SoillConservation Service September 1980
File Code: 210
4"C="O.0
HAZARD CLASSIFICATION DATA SHEET FORMS
Landowner e4Ag4' ,¢ County �r�,riScJic�l•
Conmnity or Group'No.• Conservation Plan No.
Estimated Depth of Water to Top of D _Ft. Length of Flood Pool Fjo Ft.
Date of Field Hazard Investigation
Evaluation by reach of flood plain downstream to the point of estimated minor effect
from Isudden dam fai.lure.
• Est..Elev. :Est. E eva ion
Kind of :Improvements: of Breach
Rear : Length Slope: Land Use ; Improvements : Above :Floodwater Above
: Flood Plain: Flood Pl.ain
Ft. Ft. Ft. Ft.
I
Describe potential for loss
I
of life and
damage to existing or probable futur
downstream
improvements from a sudden
breach
z� s,s '4
G�
dam. S T4uC.Tv a cs
/v ✓ u,v� �: El=.
:✓ �
-� [2��p✓d�%�•,.�_!�►
Win'
Hazard Classification of Dam6, b, c) (see NEM-Part 520.21)
�.tgoor�'
-Banc Classification (I, II,
III, IV&
} r
By . � �.�,..- r� : f. �.� . Date
n itle
Concu lred By, tiP Date 7- F--9-�----
nam - (title) v
NOTE: 1. Instructions on reverse side.
2. Attach additional she4ts as needed.
I

Emergency Action Plan
This plan will be implemented in the event that wastes from your operations are leaking, overflowing, or
running off the 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 available to all employees at the facility, as accidents, leaks, and breaks can happen at any
time.
1) Stop the release of wastes. Depending on the situation, this may or may not be possible. Suggested
responses to problems are listed below:
a) Lagoon overflow:
e add soil to the berm to increase the elevation of the dam
pump wastes to fields at an acceptable rate
s stop all additional flow to the lagoon (waterers)
E call a pumping contractor
make sure no surface water is entering the lagoon
Note: These activities should be started when your lagoon 1$vel has exceeded the temporary storage level.
b) Runoff from waste application field:
w immediately stop waste application
APKm create a temporary diversion or berm to contain the waste on the field
p incorporate waste to reduce further runoff
c) Leaking from the waste distribution system:
pipes and sprinklers:
3D stop recycle (flushing system) pump
T stop irrigation pump
Z close valves to eliminate further discharge
rJ separate pipes to create an air gap and stop flow
• flush system, houses, solids separators:
stop recycle (flushing system) pump
stop irrigation pump
3 make sure no siphon effect has been created
T separate pipes to create an air gap and stop flow
d) LeakaQe from base or sidewall of the lagoon. Often these are seepage as opposed to flowing
leaks:
dig a small well or ditch to catch all seepage, put in a submersible pump, and pump back
into the lagoon

! if holes are caused by burrowing animals, trap or remove animals
and fill holes and compact with a clay type soil.
/ other holes may be likewise temporarily plugged with clay soil.
Note: For permanent repair measures, lagoon problems require the
consultation of an individual experienced in their design and installation.
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?
3) Contact appropriate agencies.
a) During normal business hours, call your DWQ regional office: 910/395-3900 . after
hours, emergency number. 1/800-662-7956. Your phone call should :include: your
name, facility, telephone number, the details of the incident, the exact location of the
facility, and the location or direction of movement .of the spill, weather and wind
conditions, what corrective measures have been taken, and the seriousness of the situation.
b) If the spill leaves the property or enters surface waters, call the local EMS:
640-6610
c) Instruct EMS to contact the local Health Department: 6 4 0 - 6 6 17
d) Contact CES:
local NRCS office:
and your integrator.
640-6606
64 2-2 34 8
4) 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.
5) Contact contract pumping and/or irrigation equipment companies:
a)
b)
c)
6) Contact dirt moving and/or heavy equipment companies:
a)
b)

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Mortality'Management l�lethods
_ (checl• which mechod(s) are being implemented)
..1 Burial three fee: beneath the surface of the ground within -'' hours after
knowledge of the death. The burial must be at least 300 feet from any riowin;
stream or public body of water.
Rendering at a renaerins plant licensed undo: G.S. 106-163.?
,.1 complex incineration
in the case of dead poultry only. placing in a.disposal Pic of a size and design
approved by the Deparr,-nenc or ?+gnculture
;env method which in the professional opinion of the State Veterinarian would
ne
mare possibleanimal hz l iie of (Written ra dead approval of chesSta<e2without �ecennar n must be
human or an
attached)
December 13. 1996

Verslon—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
a 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.
Rendering at a rendering plant licensed under G.S. 106-168.7.
Complete Incineration according to 02 NCAC 52C .0102.
a A composting system approved and permitted ey 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.
a 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 opiniorkof 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
sures for disposal according to G.S. 106-399.4.
31U10
Date
,>/,a c /,# I -
Date

OPERATIC, C, : MAINTENAM.- ILI PLAN
Proper lagoon liquid management should be a year-round priority. It is especially important to
manage levels so that you do not have problems during extended rainy and wet periods.
Maximum, storage capacity should be available in the lagoon for periods when the receiving crop
is dormant such as wintertime for bermudagrass or when there are extended rainy spells such as
the thunderstorm season in the summertime. This means that at the first signs of plant growth in
the later winter/early spring, irrigation according to a farm waste management plan should be
done whenever the land is dry enough to receive lagoon liquid. This will make storage space
available in the lagoon for future wet periods. In the late mummer/early fall the lagoon should be
pumped down to the low marker to allow for winter storage. Every effort should be made to
maintain the lagoon close to the minimum liquid level as long as the weather and waste utilization
plan will allow it.
Waiting until the lagoon has reached its maximum storage capacity before starting to irrigate does
not leave room for storing excess water during extended wet periods. Overflow from the lagoon
for any reason except a 25-year, 24-hour storm is a violation of state law and subject to penally
action.
fN LAGOON WIAWUNANCE
The routine maintenance of a lagoon involves the following:
✓ Maintenance of a vegetative cover for the dam Fescue or common bermudagrass are the
most common vegetative covers. The vegetation should be fertilized each year, if needed,
to maintain a vigorous stand. The amount of fertilizer applied should be based on a soils
test, but in the event that it is not practical to obtain a soils test each year, the lagoon
embankment and surrounding areas should be fertilized with 800 pounds per acre of
10-10-10, or equivalent.
✓ Brush and trees on the embankment must be controlled. This may be done by mowing,
spraying, grazing, chopping, or a combination of these practices. This should be done at
least once a year and possibly twice in years that weather conditions are favorable for
heavy vegetative growth.
NOTE:Ifvegetation is controlled by spraying, the herbicide must not be allowed to enter the
lagoon water. Such chemicals could harm the bacteria in the lagoon that are treating the waste.
0

Maintenance inspections of the entire lagoon should be made during the initial filling of the lagoon
and at least monthly and after major rainfall and storm events. Items to be checked should
include, as a minimum, the following:
✓ Waste Inlet Pipes, Recycling Pipes, and Overflow Pipes --- look for.
1 . separation of joints
2. cracks or breaks
3. accumulation of salts or minerals
4. overall condition of pipes
✓ Lagoon surface --- look for:
1. undesirable vegetative growth
2. floating or lodged debris
✓ Embankment--- look for:
1. settlement, cracking, or "jug" holes
2. side slope stability--- slumps or bulges
3. wet or damp areas on the back slope
4. erosion due to lack ofvegetation or as a result of wave action
5. rodent damage
Larger lagoons may be subject to leer damage due to wave action caused by strong winds.
These waves can erode the lagoon side walls, 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 side wall, baffles in the lagoon may be used to reduce the wave
impacts.
Any of these features could lead to erosion and weakening of the dam If your lagoon has any of
these features, you should call an appropriate expert -fanniliar with design and construction of
waste lagoons. You may need to provide a temporary fix ifthere is a threat of a waste discharge.
However, a permanent solution should be reviewed by the technical expert. Any digging into a
lagoon dam with heavy equipment is a serious undertaking with potentially serious consequences
and should not be conducted unless recommended by an appropriate technical expert.
Transfer Pumps--- check for proper operation of
1 , recycling pumps
2. irrigation pumps
Check for leaks, loose fittings, and overall pump operation. An unusually loud or grinding noise,
or a large amount of vibration, may indicate that the pump is in need or repair or replacement.
NOTE: Pumping systems should be inspected and operated frequently enough so that
you are not completely "surprised" by equipment f ffure. 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 frill lagoon is not the time to think about

switching, repairing, or borrowing pumps. Probably, if your lagoon is fill, your neighbor's lagoon
is full also. You should consider maintaining an inventory of spare parts or pumps.
Surface water diversion features are designed to carry all surface drainage waters
(such as rainfall runoff, roof drainage, gutter outlets, and parking lot runoff) away
from your lagoon and other waste treatment or storage structures. The only water
that should be coming into your lagoon is that which comes from your flushing
(washing) system pipes and the rainfall that hits the lagoon directly. You should
inspect your diversion system for the following:
1. adequate vegetation
2. diversion capacity
3. ridge berm height
Identified problems should be corrected promptly. It is advisable to inspect your system during or
immediately following a heavy rain. If technical assistance is needed to determine proper
solutions, consult with appropriate experts.
You should record the level of the lagoon just prior to when rain is predicted, and then record the
level again 4 to 6 hours after the rain (assumes there is no pumping). This will give you an idea of
how much your lagoon level will rise with a certain rainfall amount (you must also be recording
your rainfall for this to work). Knowing this should help in planning irrigation applications and
storage. If your lagoon rises excessively, you may have an inflow problem from a surface water
diversion or there may be seepage into the lagoon from the surrounding land.
Lagoon Operation
Startup:
1. Immediately after construction establish a complete sod cover on bare soil surfaces
to avoid erosion.
2. Fill new lagoon design treatment volume at least half full of water before waste
loading begins, taking care not to erode lining or -bank slopes.
3. Drainpipes into the lagoon should have a flexible pipe extender on the end of the
pipe to discharge near the bottom of the lagoon during initial filling or another
means of slowing the incoming water to avoid erosion of the lining.
4. When possible, begin loading new lagoons in the spring to maximize bacterial
establishment (due to warmer weather).

5. It is recommended that a new lagoon be seeded with sludge from a healthy
working swine lagoon in the amount of 0.25 percent of the full lagoon liquid
volume. This seeding should occur at least two weeks prior to the addition of
wastewater.
6. Maintain a periodic check on the lagoon liquid pH. If the pH falls below 7.0, add
agricultural lime at the rate of 1 pound per 1000 cubic feet of lagoon liquid volume
until the pH rises above 7.0. Optimum lagoon liquid pH is between 7.5 and 8.0.
7. A dark color, lack of bubbling, and excessive odor signals inadequate biological
activity. Consultation with a technical specialist is recommended if these
conditions occur for prolonged periods, especially during the warm season.
Loading:
The more frequently and regularly that wastewater is added to a lagoon, the better the lagoon will
function. Flush systems that wash waste into the lagoon several times daily are optimum for
treatment. Pit recharge systems, in which one or more buildings are drained and recharged each
day, also work well.
Practice water conservation --- minimize building water usage and spillage from
leaking waterers, broken pipes and wash down through proper maintenance and
water conservation.
Minimize feed wastage and spillage by keeping feeders adjusted. This will reduce
the amount of solids entering the lagoon
Management:
✓ Maintain lagoon liquid level between the permanent storage level and the full temporary
storage level.
✓ Place visible markers or stakes on the lagoon bank to show the
minimum liquid. level and the maximum liquid lever (Figure 2- 1).
✓ Start irrigating at the earliest possible date in the spring based on nutrient requirements
and soil moisture so that temporary storage will be maximized for the summer
thunderstorm season. Similarly, irrigate in the late summer/early fall, to provide maximum
lagoon storage for the winter.
✓ The lagoon liquid level should never be closer than 1 foot to the lowest point of the dam
or embankment.
M

✓ Do not pump the lagoon liquid level lower that the permanent storage level unless you are
removing sludge.
✓ Locate float pump intakes approximately 18 inches underneath the liquid surface and as
far away from the drainpipe inlets as possible.
✓ Prevent additions of bedding materials, long-stemmed forage or vegetation, molded feed,
plastic syringes, or other foreign materials into the lagoon.
✓ Frequently remove solids from catch basins at end of confinement houses or wherever they
are installed
✓ Maintain strict vegetation, rodent, and varmint control near lagoon edges. Do not allow
trees or large bushes to grow on lagoon dam or embankment.
✓ Remove sludge from the lagoon either when the sludge storage capacity is full or before it
fills 50 percent of the permanent storage volume.
✓ If animal production is to be terminated, the owner is responsUe for obtaining and
implementing a closure plan to eliminate the possibility of a pollutant discharge.
ON Sludge Removal:
Rate of lagoon sludge buildup can be reduced by:
• proper lagoon sizing,
• mechanical solids separation of flushed waste, gravity settling of flushed waste solids in an
appropriately designed basin, or
• minimizing feed wastage and spillage.
Lagoon sludge that is removed annually rather than stored long term will:
• have more nutrients,
• have more odor, and
• require more land to properly use the nutrients.
Removal techniques:
• ffire a custom applicator.
• Mix the sludge and lagoon liquid with a chopper -agitator impeller pump through
large -bore sprinkler irrigation system onto nearby cropland; and soil incorporate.

ArN
• Dewater the upper part of lagoon by irrigation onto nearby cropland or forage land; mix
remaining sludge; pump into liquid sludge applicator; haul and spread onto cropland or
forage land; and soil incorporate.
• Dewater the upper part of lagoon by irrigation onto nearby cropland or forage land;
dredge sludge from lagoon with drag line or sludge barge; berm an area beside lagoon to
receive the sludge so that liquids can drain back into lagoon; allow sludge to dewater; haul
and spread with manure spreader onto cropland or forage land; and soil incorporate.
Regardless of the method, you must have the sludge material analyzed for waste constituents just
as you would your lagoon water. The sludge will contain different nutrient and metal values from
the liquid. The application of the sludge to fields will be limited by these nutrients as well as any
previous waste applications to that field and crop requirement.
When removing sludge, you must also pay attention to the liner to prevent damage. Close
attention by the pumper or drag -line operator will ensure that the lagoon liner remains intact. If
you see soil material or the synthetic liner material being disturbed, you should stop the activity
immediately and not resume until you are sure that the sludge can be removed without liner injury.
If the liner is damaged it must be repaired as soon as possible.
Sludge removed from the lagoon has a much higher phosphorus and heavy metal content than
AVA liquid. Because of this it should probably be applied to land with low phosphorus and metal
levels, as indicated by a soil test, and incorporated to reduce the chance of erosion. Note that if
the sludge is applied to fields with very high soil --test phosphorus, it should be applied only at
rates equal to the crop removal of phosphorus. As with other wastes, always have your lagoon
sludge analyzed for its nutrient value.
The application of sludge will increase the amount of odor at the waste application site. Extra
precaution should be used to observe the wind direction and other conditions which could
increase the concern of neighbors.
Possible Causes of Lagoon Failure
Lagoon failures result in the unplanned discharge of wastewater from the structure. Types of
Mures include leakage through the bottom or sides, overtopping, and breach of the dam.
Assuming proper design and construction, the owner has the responsibility for ensuring structure
safety. Items which may lead to lagoon failures include:
Modification of the lagoon structure--- an example is the placement of a pipe in
the dam without proper design and construction. (Consult an expert in lagoon
design before placing any pipes in dams.)
Lagoon liquid levels --- high levels are a safety risk

Failure to inspect and maintain the dam.
Excess surface water flowing into the lagoon.
Liner integrity --- protect from inlet pipe scouring, damage during- sludge
removal, or rupture from lowering lagoon liquid level below groundwater table.
NOTE: Magoon water is allowed to overtop the dam, the moving water will soon cause
gullies to form in the dam Once this damage starts, it can quickly cause a large discharge of
wastewater and possible dam failure.