310162_Application_20240328

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: AWS310162
2. Facility Name: Glade Ridge
3. Permittee's Name(same as on the Waste Management Plan): Charles W Edwards
4. Permittee's Mailing Address: 605 Fountain Rd
City: Beulaville State: NC Zip: 28518
Telephone Number: 910-389-3149 Ext. E-mail:
5. Facility's Physical Address: 1112 Cedar Fork Rd
City: Beulaville State: NC Zip: 28518
6. County where Facility is located: Duplin
7. Farm Manager's Name(if different from Landowner):
8. Farm Manager's telephone number(include area code):
9. Integrator's Name(if there is not an Integrator,write "None"): Murphy-Brown LLC
10. Operator Name(OIC): Charles Winzell Edwards Jr. Phone No.: 910-298-5421 OIC#: 24120
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 6,120
Operation Types:
Swine Cattle Dry Poultry Other Tvoes
Wean to Finish Dairy Calf Non Laying Chickens Horses-Horses
Wean to Feeder Dairy Heifer Laying Chickens Horses-Other
Farrow to Finish Milk Cow Pullets Sheep-Sheep
Feeder to Finish Dry Cow Turkeys Sheep-Other
Farrow to Wean Beef Stocker Calf Turkey Pullet
Farrow to Feeder Beef Feeder
Boar/Stud Beef Broad Cow Wet Poultry
Gilts Other Non Laying Pullet
Other Layers

13. Waste Treatment Lagoons,Digesters and Waste Storage Ponds(WSP):(Fill/Verify the following information.
Make all necessary corrections and provide missing data.)
Structure Type Estimated Liner Type Estimated Design Freeboard
Structure (Lagoon/Digester/ Date (Clay,Synthetic, Capacity Surface Area "Redline"
Name WSP) Built Unknown) (Cubic Feet) (Square Feet) (Inches)
1(SMALL) Lagoon 6/5/1994 Full,clay 572,121.00 71,003.00 19.50
2(BIG) Lagoon 1/1/1994 Full,clay 775,877.00 87,120.00 19.50
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),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 143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application may be subject to civil penalties up to $25,000 per violation. (18
U.S.C. Section 1001 provides a punishment by a fine of not more than$10,000 or imprisonment of not more than 5 years,or both
for a similar offense.)
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): p�.atlG5 C -0. �'zWw^roo�' Sr Title: otvHt'l
Signature: �'� �G,tvr.�pfv Date: 'az'zy
Name(Print): Title:
Signature: Date:
Name(Print): Title:
Signature: 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

F
i
Nutrient Management Plan For Animal Waste Utilization
06-22-2011
This plan has been prepared for: This plan has been developed by-
Glade Ridge Farm #1 31-162 Billy W Houston
Charles Edwards Jr. Duplin Soil& Water
507 Cedar Fork Church Rd 165 Agriculture Dr.
Suite B
Beulaville, NC 28518 Kenansville, NC 28349
910-298-5421 910-296-2120
Developer Signature
Type of Plan: Nitrogen Only with Manure Only
Owner/Manager/Producer Agreement
t(we) understand and agree to the specifications and the operation and maintenance procedures
established in this nutrient management plan which includes an animal waste utilization plan for
the farm named above. I have read and understand the Required Specifications concerning animal
waste management that are included with this plan.
Signature(owner) 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
Conservation Commission.
PIan Approved By:
Technical Specialist Signature Date
------------------------------------------------------------------------------------------------------------------------------------ g--------- -------
669963 Database Version 3.1 Date Printed: 06-22-2011 Cover Page 1

-r
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 Liquid waste generated 2,269,296 gals/year by a 2,448
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 5227
Incorporated 8976
Injected 9885
Irrigated 5681
PAN PAN Surplus/ Actual Volume Volume Surplus/
(lbs) Deficit(lbs)' Applied(Gallons) Deficit(Gallons)
baj!Mpplied
99 -3,318 3,594,634 -1,325,338 44 -4,163 3,932,295 -1,662,999
Note: -In source 1D,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.
669963 Database Version 3.1 Date Printed: 06-22-2011 Source Page Page 1 of 1

Narrative
This WUP has been rewritten to allow row cropping on all pulls.
The rotation is a Corn,Wheat,Soybean with Green Manure(GM) cover following Soybeans to allow for a
winter application if needed.
The PAN allowed for the GM is 30lbsN'Ac. The PAN on the corn crop has been reduced by 451bsN/Ac
to allow for this application and additional residual from the prior bean crop.
In 44 ' Wfl� C.see �� fta����l �e�r2 WUT Tah1� $A) 1'��1(
{m(A1 A �Q1A C& /1✓Tr en 4- CT / c; i e tT J'f' 3,20/ oe?t) �.I C M or-e.
1
Uf 4 A4 N C41A 0 +J ck as a�n�a ►4�1 ic.� r�'� �e; c,, OL-hL,0&bear W✓T f=a���•
------------------------------------------------- ----- - - g
669963 Database Version 3.1 Date Printed: 06-22-2011 Narrative Page Page 1 of 1

The table shown below provides a sununary 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 Surmnary
Total Useable Leaching
Tract Field Acres Acres Index(LI) Soil Series Crop Sequence RYE
7858 1 3.80 3.80 N/A Rains Small Grain Cover N/A
Corn,Grain 125 bu.
Wheat,Grain 55 bu.
Soybeans,Manured,Double Crop 37 bu.
7858 I0 2.32 2.32 N/A Rains Small Grain Cover N/A
Corn,Grain 125 bu.
Wheat,Grain 55 bu.
Soybeans,Manured,Double Crop 37 bu.
7858 11 4.54 4.54 N/A Foreston Small Grain Cover N/A
Corn,Grain I20 bu.
Wheat,Grain 55 bu.
Soybeans,Manured,Double Crop 34 bu.
7858 12 1.601 1.60 N/A Foreston Small Grain Cover N/A
Corn,Grain 120 bu.
Wheat,Grain 55 bu.
Soybeans,Manured,Double Crop 34 bu.
7858 13 4.24 4.24 N/A Foreston Small Grain Cover NIA
Corn,Grain 120 bu.
Wheat,Grain 55 bu.
Soybeans,Manured,Double Crop 34 bu.
7858 14 1.35 1.35 N/A Foreston Small Grain Cover N/A
Corn,Grain t20 bu.
Wheat,Grain 55 bu.
Soybeans,Manured,Double Crop 34 bu.
7858 2 3.80 3.80 N/A Rains Small Grain Cover N/A
Corn,Grain 125 bu.
Wheat,Grain 55 bu.
Soybeans,Manured,Double Crop 37 bu.
7858 3 4.14 4.14 N/A Foreston Small Grain Cover N/A
Com,Grain 120 bu.
Wheat,Grain 55 bu.
Soybeans,Manured,Double Crop 34 bu.
669963 Database Version 3.1 Date Printed 6/22/2011
NOTE: Symbol*means user entered data. PCs Page Page I oft

Planned Crops Suinmary
Total Useable Leaching
Tract Field Acres Acres Index(LI) Soil Series Crop Sequence RYE
7858 4 3.12 3.12 N/A Foreston Small Grain Cover N/A
Com,Grain 120 bu.
IN'heat,Grain 55 bu.
Soybeans,Manured,Double Crop 34 bu.
7858 5 4.14 4.14 NiA Foreston Small Grain Cover N/A
Com,Grain 120 bu.
'Wheat,Grain 55 bu.
Soybeans,Manured,Double Crop 34 bu.
7858 6 2.83 2.83 N/A Foreston Small Grain Cover N/A
Com,Grain 120 bu.
Wheat,Grain 55 bu.
Soybeans,Manured,Double Crop 34 bu.
7858 7 4.241 4.24 N/A Foreston Small Grain Cover N/A
Com,Grain 120 bu.
Wheat,Grain 55 bu.
Soybeans,Manured,Double Crop 34 bu.
7858 8 2.611 2.61 N!A Foreston Small Grain Cover N/A
Com,Grain 120 bu.
Wheat,Grain 55 bu.
Soybeans,Manured,Double Crop 34 bu.
7858 9 t 3.76 3.76 N/A Foreston Small Grain Cover N/A
Com,Grain 120 bu.
'Wheat,Grain 55 bu.
Soybeans,Manured,Double Crop 34 bu.
PLAN TOTALS: 46.49 46.49
LF Potential Leaching Technical Guidance
2 Low potential to contribute to soluble None
nutrient leaching below the root zone.
>—2& Moderate potential to contribute to soluble Nutrient Management(590)should be planned.
<= 10 nutrient leaching below the root zone.
High potential to contribute to soluble Nutrient Management(590)should be planned. Other conservation practices that improve the soils
nutrient leaching below the root zone. available water holding capacity and improve nutrient use efficiency should be considered.
> I0 Examples are Cover Crops(340)to scavenge nutrients,Sod-Based Rotations(328),Long-Term
No-Till(778),and edge-of-field practices such as Filter Strips(393)and Riparian Forest Buffers
(391).
669963 Database Version 3.1 Date Printed 6/22/2011
PCS Page Page 2 of 2
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 b the crop being g being supplied by manure or other by-products,
g �1 Y p g grown and an estimate of the nitrogen amount
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. 1 Res. Manure Liquid Solid Liquid Solid
PA Fert. (lbs/A) PA ManureA Manure Manure Manure
Nutrient Nutrient NutrientA pplied Applied Applied Applied
Req'd Applied pplied (acre) (acre)
(lbs/A) (lbs/A) (lbs/A) ) (Field) (Field)
Source Total Use. Applic. Applic. 1000
Tract Field 1D Soil Series Acres Acres Crop RYE Period N N N Method N gal/A Tons 1000 gals tons
7858 1 S7 Rains 3.80 3.80 Small Grain Cover N/A 9/1-3/31 *30 0 0 Irri 9
g. 3.59 0.00 13.66 0.00
7858 1 S7 Rains 3.80 3.80 Corn,Grain 125 bu. 2/15-6/30 *156 0 *45 Irrig. 111 44.34 0.00 168.49 0.00
7858 1 S7 Rains 3.80 3.80 Wheat,Grain 55 bu. 9/1-4/30 *132 0 0 Irri 79
g- 31.64 0.00 120.22 0.00
7858 10 S7 Rains 2.32 2.32 Small Grain Cover N/A 9/1-3/31 *30 0 0 Irrig.. L144.34
0.00 8.34 0.00
7858 10 S7 Rains 2.32 2.32 Corn,Grain 125 bu. 2/15-6130 *156 0 *45 brig. 1 I 0.0 102.86 0.00
7858 10 S7 Rains 2.32 2.32 Wheat,Grain 55 bu. 911-4/30 *132 0
0 Irrig. 79 31.64 0.00 73.40 0.00
7858 11 S7 Foreston 4.54 4.54 Small Grain Cover N/A 9/1-3/31 *30 0 0 Irrig. 9
3.59 0.0 16.32 0.00
7858 11 S7 Foreston 4.54 4.54 Corn,Grain
120 bu. 2/15-6/30 *150 0 *45 Irrig. 105 41.94 0.00 190.41 0.00
7858 11 S7 Foreston 4.54 4.54 Wheat,Grain 55 bu. 9/1-4/30 *132 0 0 brig.
79 31.64 0.00 143.63 0.0
7858 12 S7 Foreston 1.60 1.60 Small Grain Cover NIA 9/1-3/31 *30 0 0 Irrig. 9 3.59 0.00 5.75 O.p
7858 12 S7 Foreston 1.60 1.60 Corn,Grain 120 bu. 2/15-6130 *150 0 *45 Irrig. 105 41.94 0.00 67.11
0.00
7858 12 S7 oreston 1.60 1.60 Wheat,Grain 55 bu. 9/1-4/30 *132 0 0 Irrig. 79 3 1.64 0.00 50.62 0.00
7858 13 S7 Foreston 4.24 4.24 Small Grain Cover N/A 9/1-3/31 *30 0
0 Irrig. 9 3.59 0.00 15.24 0.00
7858 13 S7 Foreston 4.24 4.24 Corn,Grain 120 bu. 2/15-6/30 *150 0 *45 Irrig. 105 41.94 0.00 177.83 0.00
7858 13 S7 Foreston 4.24 4.24 Wheat,Grain 55 bu. 9/1-4/30 132 0
* 0 Irrig. 79 31-64 0.00 134.14
0.00
7858 14 S7 Foreston 1.35 1.35 Small Grain Cover N/A 9/1-3/31 =-30 =0Irrig. 9 3.59 0.00 4.85 0.00
669961 Database Version 3.1 Date Printed: 6/22/2011
WUT Page Page 1 of 6
1

Waste Utili Table Year 1
Nampo Comm. Res. Manure Liquid Solid Liquid Solid
PA Fert. (lbs/A) PA ManureA Manure Manure Manure
Nutrient Nutrient NutrieWA pplied Applied Applied Applied
Req'd Applied pplied (acre) (acre) (Field) (Field),
(lbs/A) (lbs/A) (lbs/A)
Source Total Use. Applic. Applic. 1000
Tract Field ID Soil Series Acres Acres Crop RYE Period N N N Method 1V gal/A Tons 1000 gals tons
7858 14 S7 Foreston 1.35 1.35 Corn,Grain 120 bu. 2115-6/30 *150 0 *45 Irrig. 105 41.94 0.00 56.62 0.00
7858 14 S7 Foreston 1.35 1.35 Wheat,Grain 55 bu_ 9/1-4/30 *132 0 0 Irrig. 79 31.64 0.00 42.71 0.00
7858 2 S7 Rains 3.80 3.80 Small Grain Cover N/A 9/1-3/31 *30 0 0 Irrig. 9 3.59 0.00 13.66 0.00
7858 2 S7 IRains 3.80 3.80 Corn,Grain 125 bu. 2115-6/30 *156 0 *45 Irrig. 11 I 44.34 0.00 168.48 0.00
7858 2 S7 Rains 3.80 3.80 Wheat,Grain 55 bu. 9/1-4/30 *132 0 0 Irrig. 79 31.64 0.0: 120.22 0.00
7858 3 S7 Foreston 4.14 4.14 Small Grain Cover NIA 9/1-3/31 *30 0 0 Irrig. 179
3.59 0.00 14.88 0.00
7858 3 S7 Foreston 4.14 4.14 Corn,Grain 120 bu. 2/15-6/30 *150 0 *45 Irrig. 41.94 0.00 173.64 0.0
7858 3 S7 Foreston 4.14 4.14 Wheat,Grain 55 bu. 9/1-4/30 *132 0 0 Irrig. 31.64 0.00 130.97 0.0
7858 4 S7 Foreston 3.12 3.12 Small Grain Cover N/A 9/1-3/31 *30 0 0 Irrig. 9 3.59 0.00 11.22 0.00
7858 4 S7 Foreston 3.12 3.12 Corn,Grain 120 bu. 2/15-6130 *150 0 *45 Irrig. 105 41.94 0.00 130.86
7858 4 S7 Foreston 3.12 3.12 Wheat,Grain 55 bu. 9/1-4/30 *132 0 0 Irrig. 79 31.64 0.00 98.70
7858 5 S7 Foreston 4.14 4.14 Small Grain Cover NIA 9/1-3/31 *30 0 0 Irrig. 9 3.59 0.00 14.881
7858 5 S7 Foreston 4.14 4.14 Corn,Grain 120 bu. 2/15-6/30 *150 0 *45 Irrig. 105 41.94 0.00 173.64 0.00
7858 5 S7 Foreston 4.14 4.14 Wheat,Grain 55 bu. 9/1-4/30 *132 0 0 brig. 69 27.56 0.00 114.10 0.00
7858 6 S7 Foreston 2.83 2.83 Small Grain Cover N/A 911-3/31 *30 0 0 Irrig. 9 3.59 0.00 10.17 0.00
7858 6 S7 Foreston 2.83 2.83 Corn,Grain 120 bu. 2/15-6/30 *150 0 *45 Irrig. 105 41.94 0.00 118.69 0.00
7858 6 S7 Foreston 2.83 2.83 Wheat,Grain 55 bu. 9/1-4/30 *132 0 0 Irrig. 79 31.64 0.00 89.53 0.0
7858 7 S7 TForeston 4.24 4.24 Small Grain Cover N/A 9/1-3/31 *30 0 0 Irrig. 9 3.59 0.00 15.24 0.0
7858 7 S7 Foreston 4.24 4.24 Corn,Grain 120 bu. 2/15-6/30 *150 0 *45 Irrig. 105 41.94 0.00 177.83 0.00
7858 7 S7 Foreston 4.24 4.24 Wheat,Grain 55 bu. 9/1-4/30 *132 0 0 Irrig. 79 31.64 0.00 134.14 0.00
7858 8 S7 Foreston 2.61 2.61 Small Grain Cover N/A 9/1-3/31 *30 0 0 Irrig. 9 3.59 0.00 9.38' 0.00
7858 8 S7 Foreston 2.6I 2.61 Corn,Grain 120 bu. 2/15-6/30 *150 0 *45 Irrig. 105 41.94 0.00 109.4-71 0,00
669963 Database Version 3.1 Date Printed: 6/22/2011 WUT Page Page 2 of 6

Waste Utilization Table Year 1
Nitrogen Comm. Res. Manure Liquid Solid Liquid Solid
PA Fert. (lbs/A) PA ManureA Manure Manure Manure
Nutrient Nutrient NutrientA pplied Applied Applied Applied
Req'd Applied pplied (acre) (acre) (Field) (Fitldl
(lbs/A) (lbs/A) (lbs/A)
Source Total Use. APplic• Applic. 1000
Tract Field ID Soil Series Acres Acres Crop RYE Period N N N Method N gal/A] Tons 1000 gals tons
7858 8 S7 Foreston 2.61 2.61 Wheat,Grain 55 bu. 9/1-4/30 *132 0 0 hrig. 79 31.64 0.00 92.571 0.00
7858 9 S7 Foreston 3.76 3.76 Small Grain Cover N/A 9/1-3/31 *30 0 0 brig. 9 3.59 0.00 13.52
0.00
7858 9 S7 Foreston 3.76 3.76 Com,Grain 120 bu. t2/15-6/3dO *150 0 *45 Irrig. 105 41.94 0.00 157.70 0.00
7858 9 S7 Foreston 3.76 3.76 Wheat,Grain 55 bu. -4/3 *132 0 0 Imo.
L. b 79 31.64 0.00 118.95 0.00
Total Applied,1000 gallons 3,594.63
Total Produced,1000 gallons 2,269.3
Balance,1000gallonS -1,325.34
Total Applied,tons 0.00
Total Produced,tons 0.00
Balance,tons 0.00
Notes: 1. In the tract column,- symbol means leased,otherwise,owned. 2. Symbol*means user entered data.
669963 Database Version 3.1 Date Printed: 6/22/2011
WUT Page Page 3 of 6
,

Waste Uti: n Table ear 2
Nitru,�en Comm. Res. Manure liquid Solid Liquid Solid-
PA Fert. (lbs/A) PA ManureA Manure Manure Manure
Nutrient Nutrient NutrientA pplied Applied Applied Applied
Req'd Applied pplied (acre) (acre) (Field) (Field)
(lbs/A) (lbs/A) (lbs/A)
Source Total Use. Applic. Applic. 1000
Tract Field ID Soil Series Acres Acres Crop RYE Period N N N Method N gal/A Tons 1000 gals tons
7858 1 S7 Rains 3.80 3.80 Small Grain Cover N/A 9/1-3/31 *30 0 *0 brig. 21 9.39 0.00 31.88 0.00
7858 1 S7 Rains 3.80 3.80 Wheat,Grain 55 bu. 9/1-4/30 *132 0 0 hrig. 53 21.09 0.00 80.14 0.00
7858 1 S7 Rains 3.80 3.80 Soybeans,Manured,Double Crop 37 bu. *411-9/30 *148 0 0 brig. 148 59.12 0.00 224.65 0.00
7858 10 S7 Rains 2.32 2.32 Small Grain Cover N/A 9/1-3/31 *30 0 *0 [trig. 21 8.39 0.00 19.46 0.00
7858 10 S7 Rains 2.32 2.32 Wheat,Grain 55 bu. 911-4/30 *132 0 0 Irrig. 53 21.09 0.00 48.93 0.00
7858 10 S7 Rains 2-32 2.32 Soybeans,Manured,Double Crop 37 bu. *4/1-9/30 *148 0 0 Irrig. 148 59.12 0.00 137.15 0.00
7858 11 S7 Foreston 4.54 4.54 Small Grain Cover N/A 9/1-3131 *30 0 *0 It-rig. 21 8.39 0.00 38.09 0.00
7858 11 S7 Foreston 4.54 4.54 Wheat,Grain 55 bu. 9/1-4/30 *132 0 0 Irrig. 53 21.09 0.00 95.75 0.00
7858 11 S7 Foreston 4.54 4.54 Soybeans,Manured,Double Crop 34 bu. *4/1-9/30 *136 0 0 hrig. 136 54.32 0.00 246.63 0.0
7858 12 S7 Foreston 1.60 1.60 Small Grain Cover NIA 9/1-3/31 *30 0 *0 Irrig. 21 8.39 0.00 13.42 0.00
7858 12 S7 Foreston 1.60 1.60 Wheat,Grain 55 bu. 9/1-4/30 *132 0 0 Irrig. 53 21.09 0-00 33.74 0.00
7858 12 S7 Foreston 1.60 1.60 Soybeans,Manured,Double Crop 34 bu. *411-9130 *136 0 0 Irrig. 136 54.32 0.00 86.92 0.0
7858 13 S7 Foreston 4.24 4.24 Small Grain Cover NIA 9/1-3/31 *30 0 *0 Irrig. 21 8.39 0.00 35.57 0.00
7858 13 S7 Foreston 4.24 4.24 Wheat,Grain 55 bu. 9/1-4/30 *132 0 0 Irrig. 53 21.09 U0 89.42 0.00
7858 13 S7 Foreston 424 4.24 Soybeans,Manured,Double Crop 34 bit. *4/1-9/30 *136 0 0 brig. 136 54.32 0.00 230.33 0.00
7858 14 S7 Foreston 1.35 1-35 Small Grain Cover N/A 9/1-3/31 *30 0 *0 Irrig. 21 8.39 0.00 11.32 0.00
7858 14 S7 Foreston 1.35 1.35 Wheat,Grain 55 bu. 911-4/30 *132 0 0 Irrig- 53 21.09 0.00 28.47 0.00
7858 14 S7 Foreston 1.35 1.35 Soybeans,Manured,Double Crop 34 bu. *411-9130 *136 0 0 Irrig. 136 54.32 0.00i 73.34 0.00
7858 2 S7 Rains 3.80 3.80 Small Grain Cover N/A 9/1-3/31 *30 0 *0 Irrig. 21 8.39 0.00 31.88 0.00
7858 2 S7 Rains 3.80 3.80 Wheat,Grain 55 bu. 9/1-4/30 *132 0 0 Irrig. 53 21.09 0.00 80.14 0.00
7858 2 S7 Rains 3.80 3.80 Soybeans,Manured,Double Crop 37 bu. *4/1-9/30 *148 0 0 Irrig. 148 59.12 0.00 224.65 0.00
7858 3 S7 Foreston 4.14 4.14 Small Grain Cover NIA 9/1-3/31 *30 0 *0 hrig. 21 8.39 0.00 34.73 0.00
669963 Database Version 3.1 Date Printed: 6/22/2011 WUT Page Page 4 of 6

Waste Utilization Table Year 2
Nitrogen Comm. Res. Manure Liquid Solid Liquid Solid
PA Fert. (lbs/A) PA ManureA Manure Manure Manure
Nutrient Nutrient NutrientA pplied Applied Applied Applied
Req'd Applied pplied (acre) (acre) (Field)
(Ibs/A) (1bs/A) (lbs/A) ) {Fieldl
Source Total Use. Applic. Applic. 1000
Tract Field ID Soil Series Acres Acres Crop }tyg Period N N N Method N gal/A Tons 1000 gals tons
7858 3 S7 Foreston 4.14 4.14 Wheat,Grain 55 bu. 9114/30 *132 0 0 Irrig. 53 21.09 0.00 87.31 0.0
7858 3 S7 Foreston 4.14 4.14 Soybeans,Manured,Double Crop 34 bu. *4/1-9/30 *136 0 0 Irrig. 136 54.32 0.00 224.90 0.00
7858 4 S7 Foreston 3.12 3.12 Small Grain Cover N/A 9/1-3/31 *30 0 *0 Irrig. 21 8.39 0.00 26.17 0.00
7858 4 S7 IForeston 3.12 3.12 Wheat,Grain 55 bu. 9/1-4/30 *132 0 0 brig. 53 21.09 0.00 65.80 0.0
7858 4 S7 Foreston 3.12 3.12 Soybeans,Manured,Double Crop 34 bu. *4/1-9/30 *136 0 0 brig. 136 54.32 0.00 169.49 0.0
7858 5 S7 Foreston 4.14 4.14 Small Grain Cover N/A 9/1-3/31 *30 0 *0 Irrig. 21 8.39 0.00 34.73 0.0
7858 5 S7 Foreston 4.14 4.14 Wheat,Grain 55 bu. 9/1-4/30 *132 0 0 Irrig. 46 18.37 0.00 76.07 0.0
7858 5 S7 Foreston 4.14 4.14 Soybeans,Manured,Double Crop 34 bu. *4/1-9/30 *136 0 0 Irrig. 136 54.32 0.00 224.90 0.00
7858 6 S7 Foreston 2.83 2.83 Small Grain Cover N/A 911-3/31 *30 0 *0 Irrig. 21 8.39 0.00 23.74 0.00
7858 6 S7 Foreston 2.83 2.83 Wheat,Grain 55 bu. 911-4/30 *132 0 0 Irrig. 53 21.09 0.00 59.69 0.0
7858 6 S7 Foreston 2.83 2.83 Soybeans,Manured,Double Crop 34 bu. *4/1-9/30 *136 0 0 Irrig. 136 54.32 0.00 153.74 0.0
7858 7 S7 Foreston 4.24 4.24 Small Grain Cover N/A 9/1-3/31 *30 0 *0 brig. 21 8.39 0.00 35.57 0.0
7858 7 S7 Foreston 4.24 4.24 Wheat,Grain 55 bu. 9/1-4/30 *132 0 0 Irrig. 53 21.09 0.00 89.42 0.00
7858 7 S7 Foreston 4.24 4.24 Soybeans,Manured,Double Crop 34 bu. *4/1-9/30 *136 0 0 Irrig. 136 5432 0.00 230.33 0.0
7858 8 S7 Foreston 2.61 2.61 Small Grain Cover N/A 9/1-3/31 *30 0 *0 brig. 21 8.39 0.00 21.89 0.00
7858 8 S7 Foreston 2.61 2.61 Wheat,Grain 55 bu. 9/1-4130 *132 0 0 Irrig. 53 21-091 0.00 55.051 0.00
7858 8 S7 Foreston 2.61 2.61,Soybeans,Manured,Double Crop 34 bu. *4/1-9/30 *136 0 0 Irrig. 136 54.32 0.00 141.79 0.00
7858 9 S7 Foreston 3.76 3.76 Small Grain Cover N/A 9/1-3/31 *30 0 *0 Irrig. 21 8.39 0.00 31.54 0.00
7858 9 S7 Foreston 3.76 3.76 Wheat,Grain 55 bu. 9/1-4/30 *132 0 0 Irrig. 53 21.09 0.00 79.30 0.00
7858 9 S7 Foreston 3.76 3.76 Soybeans,Manured,Double Crop 34 bu. *4/1-9/30 *136 0 0 Irrig_ 136 54.32 0.00 204.26 0.00
669963 Database Version 3.1 Date Printed:6/22/2011 WUT Page Page 5 of 6
1

Waste Uti. �n Table Year 2 )
Nitrogen Comm. Res. Manure Liquid Solid Liquid Solidr
PA Fert. (lbs/A) PA ManureA Manure Manure Manure
Nutrient Nutrient NutrientA pplied Applied Applied Applied
Req'd Applied pplied (acre) (acre) (Field) (Field)
(lbs/A) (lbs(A) (lbs/A)
Source Total Use. Applic. Applic. 1000
Tract Field ID Soil Series Acres Acres Crop RYE Penod N N N Method N gal/A Tons 1000 gals tons
Total Applied,1000 gallons 3,932.29
Total Produced,1000 gallons 2,269.30
Balance,1000 gallons -1,663.00
Total Applied,tons 0.00'
Total Produced,tons 0.013
Balance,tons 0.00
Notes: 1 In the tract column,—symbol means leased,otherwise,owned. 2. Symbol#means user entered data.
669963 Database Version 3.1 Date Printed: 6/22/2011 WLJT Page Page 6 of 6

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 Amount
Tract Field Soil Series (inches/hour) (inches)
7858 1 Rains 0.40 1.0
7858 10 Rains 0.40 1.0
7858 11 Foreston 0.50 1.0
7858 12 Foreston 0.50 1.0
7858 13 Foreston 0.50 1.0
7858 14 Foreston 0.50 1.0
7858 2 Rains 0.40 1.0
7858 3 Foreston 0.50 1.0
7858 4 Foreston 0.50 1.0
7858 5 Foreston 0.50 1.0
7858 6 Foreston 0.50 1.0
7858 7 Foreston 0.50 1.0
7858 8 Foreston 0.50 1.0
7858 9 Foreston 0.50 1.0
669963 Database Version 3.1 Date Printed 6/22/2011 IAF Page Page 1 of 1
NOTE: Symbol*means user entered data.

The following Lagoon Sludge Nitrogen Utilization table provides an estimate of the number of acres needed for sludge
utilization for the indicated accumulation period. These estimates are based on average nitrogen concentrations for each source,
the number of animals in the facility and the plant available nitrogen application rates shown in the second column.
Lagoon sludge contains nutrients and organic matter remaining after treatment and application of the effluent. At clean out,this
material must be utilized for crop production and applied at agronomic rates. In most cases,the priority nutrient is nitrogen but
other nutrients including phosphorous,copper and zinc can also be limiting. Since nutrient levels are generally very high,
application of sludge must be carefully applied.
Sites must first be evaluated for their suitability for sludge application, Ideally,effluent spray fields should not be used for
sludge application. If this is not possible,care should be taken not to load effluent application fields with high amounts of
copper and zinc so that additional effluent cannot be applied. On sites vulnerable to surface water moving to streams and lakes,
phosphorous is a concern. Soils containing very high phosphorous levels may also be a concern.
Lagoon Sludge Nitrogen Utilization Table
Maximurn Maximum Sludge
Crop PA-N Rate Application Rate Minimum Acres Minimum Acres Minimum Acres
lb/ac 1000 gal/ac I 5 Years Accumulation 10 Years Accumulation 15 Years Accumulation
Swine Feeder-Finish Lagoon Sludge -Standard
Corn 120 bu 150 13.16 30.69 61.38 92.07
Hay 6 ton R.Y.E. 300 26.32 15.34 30.69 46.03
Soybean 40 bu 160 14.04 28.77 57.54 86.31
............................................................................................................................................................................................
669963 Database Version 3.1 Date Printed: 06-22-2011 Sludge Page Page 1 of

The Available Waste Storage Capacity table provides an estimate of the number of days of storage capacity available
at the end of each month of the plan. Available storage capacity is calculated as the design storage capacity in days
minus the number of days of net storage volume accumulated. The start date is a value entered by the user and is
defined as the date prior to applying nutrients to the first crop in the plan at which storage volume in the lagoon or
holding pond is equal to zero.
Available storage capacity should be greater than or equal to zero and less than or equal to the design storage
capacity of the facility. If the available storage capacity is greater than the design storage capacity,this indicates that
the plan calls for the application of nutrients that have not yet accumulated. If available storage capacity is negative,
the estimated volume of accumulated waste exceeds the design storage volume of the structure. Either of these
situations indicates that the planned application interval in the waste utilization plan is inconsistent with the
structure's temporary storage capacity.
Available Waste Storage Ca acitv
Source Name I Swine Feeder-Finish Lagoon Liquid Design Storage Capacity(Days)
Start Date 9i 1 180
Plan Year Month Available Storage Capacity(Days)
1 1 100
1 2 144
1 3 180
1 4 180
1 5 180
1 6 180
1 7 149
1 8 118
1 9 127
1 10 135
1 11 144
1 12 180
2 1 180
2 2 180
2 3 180
2 4 180
2 5 180
2 6 180
2 7 180
2 8 180
2 9 180
2 10 158
2 11 150
2 12 141
*Available Storage Capacity is calculated as of the end of each month.
-----------------------------------------------------------------------------------------------------------------------------------------------------------------...
669963 Database Version 3,1 Date Printed: 06-22-2011 Capacity Page Page 1 of 1

Waste Uti1i, )n Table Year 2
PA
Comm. Res. Manure Liquid Solid Liquid Solid
PA Fert. (lbs/A) PA ManureA Manure Manure Manure:
Nutrient Nutrient NutrientA pplied Applied Applied Applied
Req'd Applied pplied (acre) (acre) (Field) (Field;
(lbs/A) (lbs/A) (lbs/A)
Source Total Use. Applic. Applic. 1000
Tract Field ID Soil Series Acres Acres Crop RYE Period N N N Method N gaUA Tons 1000 gals tons
7858 1 S7 ains 3.80 3.80 Sorghum,Grain 60 CWT 3115-8/31 '150 0 *15 lrrig_ 135 53.93 0.00 204.91 0.00
7858 10 S7 Rains 2.32 2.32 Sorghum,Grain 60 CWT 3/15-8/31 *150 0 *15 Irrig. 135 53.93 0.00 125.11 0.00
7858 11 87 Foreston 4.54 4.54 Sorghum,Grain 55 CWT 3/15-8/31 *138 0 *15 brig. 123 49.13 0.00 223.06 0.00
7858 12 S7 Foreston 1.60 1.60 Sorghum,Grain 55 CWT 3115-8/31 *138 0 *15 Irrig. 123 49.13 0.00 79.61 0.00
7858 13 S7 Foreston 4.24 4.24 Sorghum,Grain 55 CWT 3/15-8/31 *138 0 *15 Irrig. 123 49.13 0.00 208.32 0.00
7858 14 S7 Foreston 1.35 1.35 Sorghum,Grain 55 CWT 3/15-8/31 *13� 0 *15 Irrig. 123 48.73 0.00 65.79 0.00
7858 2 S7 Rains 3.80 3.80 Sorghum,Grain 60 CWT 3/15-9/31 *150 0 *15 Irrig. 135 53.93 0.00 204.91 0.00
7858 3 S7 Foreston 4.14 4.14 Sorghum,Grain 55 CWT 3/15-8/31 *138 0 *15 Irrig. 123 49.13 0.00 203.40 0.00
7858 4 S7 Foreston 3.12 3.12 Sorghum,Grain 55 CWT 3/15-8/31 *138 0 *15 Irrig. 123 49.13 0.00 153.29 0.00
7858 5 S7 Foreston 4.14 4.14 Sorghum,Grain 55 CWT 3/15-8/31 *138 0 *15 Irrig. 123 49.13 0.00 203.40 0.00
7858 6 S7 Foreston 2.83 2.83 Sorghum,Grain 55 CWT 3/15-8/31 *138 0 *15 Irrig. 123 49.13 0.00 139.04 0.00
7858 7 S7 Foreston 4.24 4.24 Sorghum,Grain 55 CWT 3/15-8/31 *138 0 *15 lrrig. 123 49.13 0.00 208.32 0.00
7858 8 S7 Foreston 2.61 2.61 Sorghum,Grain 55 C'WT 3/15-8/31 *138 0 *15 Irrig. 123 49.13 0.00 128.23 0.00
7858 9 S7 Foreston 3.76 3.76 Sorghum,Grain 55 CWT 3/15-8/31 *138 0 *15 Irrig. 123 49.13 0.00 184.73 0.00
Total Applied,1000 gallons 2,331.12
Total Produced,1000 gallons 2.269.30
Balance,1000 gallons -61.82
Total Applied,tons 0.00
Total Produced,tons 0.00
Balance,tons 0.00
Notes: 1. In the tract column,--symbol means leased,otherwise.owned. 2. Symbol*means user entered data.
GJet"je, gidde -i�!
Preioiew- Database Version 3.1 Date Printed: 6/1/2012 WUT Page Page 3 of 5

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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
a Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.106-403). The bottom of the burial pit should be at least one foot above the seasonal
high water table.Attach burial location map and plan.
a a Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
MR Rendering at a rendering plant licensed under G.S. 106-168.7.
Complete incineration according to 02 NCAC 52C .0102.
Q Q A composting system approved and permitted by the NC Department of Agriculture & Con-
sumer Services Veterinary Division (attach copy of permit). If compost is distributed off-farm,
additional requirements must be met and a permit is required from NC DEQ.
El 1:1 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).
Q a Any method which, in the professional opinionipf 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).
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.
Sign,
,lyre of Farm Own /Manager Date
Signature of Technical Specialist Date

EMERGENCY ACTION PLAN
PHONE NUMBERS.
DIVISION OF WATER QUALITY (DWQ) [phone]
EMERGENCY MANAGEMNET SERVICES (EMS) [phone]
SOIL AND WATER CONSERVATION DISTRICT (SWCD) [phone]
NATURAL RESOURCES CONSERVATION SERVICE (NRCS) [phone]
COOPERATIVE EXTERSION SERVICE (CES) [phone]
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 you 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 ore may not 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 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 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.
1

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, emergency 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
under taken, and the seriousness of the sitution.
b. If spill leaves property or enters surface waters, call local EMS phone number.
c. Instruct EMS to contact local Helath Department.
d. Contact CEs, phone number - , local SWCD office phone number - -, and local
NRCS office for advice/technical assistance phone number - -.
4. If none of the above works call 911 or the Sheriff's Department and explain you
problem to them and ask the person to contact the proper agencies for you.
5. Contact the contractor of your choice to begin repair or problem to minimize off-
site damage.
a. Contractors Name: _ —} ��}o„ �— l c Lyu 4u*fxk,a„f
b. Contractors Address: 1613 NL NN..1 qI rl , Pink 41ll NL jff o.
c. Contractors Phone: cilu ins
6. Contact the technical specialist who certified the lagoon (NRCS, Consulting
Engineer, etc.)
a. Name: M M'
b. Phone: U
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

System Calibration
Information presented in manufacturer's charts are based on average operation
conditions with relatively new equipment. Discharge rates and application rates
change over time as equipment gets older and components wear. In particular,
pump wear tends to reduce operating pressure and flow. With continued use,
nozzle wear results in an increase in the nozzle opening which will increase the
discharge rate while decreasing the wetted diameter.
You should be aware that operating the system differently than assumed in the
design will alter the application rate, diameter of coverage, and subsequently the
application uniformity. For example, operating the system with excessive pressure
results in smaller droplets, greater potential for drift, and accelerates wear of the
sprinkler nozzle. Clogging of nozzles can result in pressure increase. Plugged
intakes or crystallization of mainlines will reduce operating 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 flow and determine the application rate. Rain gauges work best because
they already have a graduated scale from which to read the application amount
without having to perform additional calculations. However, pans, plastic buckets,
jars, or 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
of 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 Certification Training for Operations of Animal Waste Management Systems Manual
t

OPERATION& MAINTENANCE 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 summer/early fall the lagoon should be pumped down to the low
marker (see Figure 2-1) to allow for winter storage. Every effort should be made to
maintain the lagoon close to the minimum liquid level as long as the weather and waste
utilization plan will allow it.
Waiting until the lagoon has reached its maximum storage capacity before starting to
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 penalty action.
The routine maintenance of a lagoon involves the following:
Maintenance of a vegetative cover for the dam.
Fescue or common bermudagrass are the most common vegetative
covers. The vegetation should be fertilized each year, if needed, to
maintain a vigorous stand. The amount of 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: If vegetation is controlled by spraying, the herbicide must not be allowed to enter
the lagoon water. Such chemicals could harm the bacteria in the lagoon that are treating
the waste.
Maintenance inspections of the entire lagoon should be made during the initial filling of
the lagoon and at least monthly and after major rainfall and storm events. Items to be
checked should include, as a minimum, the following:
Waste Inlet Pipes, Recycling Pipes, and Overflow Pipes---look for-
1, separation of joints
2. cracks or breaks
3. accumulation of salts or minerals
4. overall condition of pipes

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 of vegetation or as a result of wave action
5. rodent damage
Larger lagoons may be subject to liner damage due to wave action caused by strong
winds. These waves can erode the lagoon sidewalls, thereby weakening the lagoon dam.
A good stand of vegetation will reduce the potential damage caused by wave action. If
wave action causes serious damage to a lagoon sidewall, baffles in the lagoon may be
used to reduce the wave impacts.
Any of these features could lead to erosion and weakening of the dam. If your lagoon has
any of these features, you should call an appropriate expert familiar with design and
construction of waste lagoons.- You may need to provide a temporary fix if there is 2 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 failure. You should perform your pumping
system maintenance at a time when your lagoon is at its low level. This will allow some
safety time should major repairs be required. Having a nearly full lagoon is not the time
to think about switching, repairing , or borrowing pumps. Probably, if your lagoon is full,
your neighbor's lagoon is full also. You should consider maintaining an inventory of spare
parts or pumps.
Surface water diversion features are designed to carry.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 from your lagoon is that which comes from your flushing
(washing) system pipes and the rainfall that hits the lagoon directly.
You should inspect your diversion system for the following:
1. adequate vegetation
2. diversion capacity
3. ridge berm height

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 occour 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.
�1p ® 19
®Agratlons searora

c= O .
Practice water conservation---minimize building water usage and
spillage from leaking waterers, broken pipes and washdown through
proper maintenance and water conservation.
Minimize feed wastage and spillage by keeping feeders adjusted. This
will reduce the amount of solids entering the lagoon
Management:
Maintain lagoon liquid level between the permanent storage level and
the full temporary storage level.
Place visible markers or stakes on the lagoon bank to show the
minimum liquid level and the maximum liquid 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.
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 responsible for
obtaining and implementing a closure plan to eliminate the possibility of a
pollutant discharge.
Sludge Removal:
Rate of lagoon sludge buildup can be reduced by:

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

a'
INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS
Source Cause BMP's to Minimize Odor Site Specific Practices
(Liquid Systems)
Flush Gutters Accumulation oFsol)ds lush system is designed and operated
sufficiently to remove accumulated
soilds from gutters as designed.
(4-Remove bridging of accumulated solids at
discharge
Lagoons and Pits Crusted Solids (y aintain lagoons, settling basins and
pits where pest breeding is apparent to
minimize the crusting of solids to a depth
of no more than 6-8 inches over more than
30%of surface.
Excessive Vegetative Decaying vegetation (,-Wa)ntain vegetative control along banks of
Growth lagoons and other impoundments to prevent
accumulation of decaying vegetative matter
along water's edge on impoundment's perimeter.
(Dry Systems)
Feeders Feed Spillage () Design, operate and maintain feed systems (e.g.,
bunkers and troughs) to minimize the accumulation
of decaying wastage.
()Clean up spillage on a routine basis (e.g. 7-10 day
interval during summer; 15-30 day interval during winter).
Feed Storage Accumulations of feed residues () Reduce moisture accumulation within and around
immediate perimeter of feed storage areas by
insuring drainage away from site and/or providing
adequate containment(e.g., covered bin for
brewer's grain and similar high moisture grain
products).
()Inspect for and remove or break up accumulated
solids in filter strips around feed storage as needed.
Animal Holding Areas Accumulations of animal wastes f) Eliminate low area that trap moisture along fences
and feed wastage and other locations where waste accumulates and
and disturbance by animals is minimal.
() Maintain fence rows and filter strips around animal
holding areas to minimize accumulations of wastes
(i.e.inspect for and remove or break up accumulated
solids as needed).
♦r
AMIC--November 11, 1996N`�

4
V
Dry Manure Handling Accumulations of animal wastes ()Remove spillage on a routine basis (e.g.7-10 day
Systems interval during summer; 15-30 days interval during
winter) where manure is loaded for land application
or disposal.
() Provide for adequate drainage around manure stockpiles.
() Inspect for and remove or break up accumulated wastes
in filter stripes around stockpiles and manure handling
areas as needed.
The issues checked (pertain to this operation. The landowner/integrator agrees to use sound judgment in applying
insect control measures as practical.
I certify the aforementioned insect control Best Management Practices have been reviewed with me.
(Landowner Signature)
2
Farm Name)
(Facility Number)
For more information contact the Cooperative Extension Service, Department of Entomology, Box 7613, North Carolina State University, Raleigh, NC
27695-7613.
AMIC--November 11, 1996

'p
SWINE FARM WASTE MANAGEMENT ODOR CONTROL CHECKLIST
Source Cause BMP's to Minimize Odor Site Specific Practices
Farmstead Swine production ( egetative or wooded buffers;
(,Aocommended best management
Jractices;
ood judgment and common sense
Animal body surfaces Dirty manure-covered animals (4..64y floors
Floor surfaces Wet manure-covered floors () Slotted floors;
()Waterers located over slotted floors;
(-)'feeders at high end of solid floors;
N/Scrape manure buildup from floors;.
() Underfloor ventilation for drying
Manure collection pits Urine requent manure removal by flush,pit
recherge,or scrape
Parital micorbial decomposition () Underfloor ventilation
Ventilation exhaust fans Volatile gases; ( an maintenance;
Dust (4tfficient air movement
Indoor surfaces Dust (4*VVashdown between groups of animals
() Feed additives;
() Feeder covers;
() Feed delivery downspout extenders to
feeder covers
rlush tanks Agitation of recycled lagoon () Flush tank covers
�..' liquid whiles tanks are filling () Extend fill lines to near bottom of
tanks with anti-siphon vents
Flush alleys Agitation during wastewater () Underfloor flush with underfloor
conveyanance ventilation
Pit recharge points Agitation of recycled lagoon () Extend rechard lines to near bottom of
liquid while pits are filling pits with anti-siphon vents
Lift stations Agitation during sump tank filling ()Sump tank covers
and drawdown
Outside drain collection Agitation during wastewater () Box- fivers
or junction boxes conveyance
End of drainpipes at lagoon Agitation during wastewater :xtend discharge point of pipes
underneath lagoon liquid level
Lagoon surfaces Volatile gas emissions (.-Proper lagoon liquid capacity
Biological mixing ( odorrect lagoon startup procedures .
Agitation (4�,M�inimum surface area-to-volume ratio
(}'Minimum agitation when pumping
() Mechanical aeration
() Proven biological additives
Irrigation sprinkler nozzles High pressure agitation Wrrigate on dry days with little or no wind
Wind draft (Yflinimum recommended operation pressure
()Pump intake near lagoon liquid surface
(► Pump from second-stage lagoon
AMOC--November 11, 1996 T

„Storage tank or basin Partial microbial decomposition () Bottom or midlevel loading
surface Mixing while filling (►Tank covers
Agitation when emptying () Basin surface mats of solids
() Proven biological additives or.oxidents
Settling basin surface Partial micobial decomposition ()Extend drainpipe outlets underneath liquid
Mixing while filling level .
Agitation when emptying () Remove settled solids regularly
Manure, slurry or sludge Agitation when spreading ( oil injection of slurry/sludges
spreader outlets Volatile gas emissions (^ash residual manure from spreader after use
() Proven biological additives or oxidants
Uncovered manure, slurry Volatile gas emissions while drying ( Soil infection of slurry/sludges
or sludge on field surfaces (40Soil incorporation within 48 hours
(--'Spread in thin uniform layers for rapid drying
() Proven biological additives or oxidants
Dead animals Carcass decomposition (.,Proper disposition of carcasses
Dead animal disposal Carcass decomposition () Complete covering of carcasses in burial pits
pits (► Proper location/construction of disposal pits
Incinerators Incomplete combustion () Secondary stack burners
Standing water around Improper drainage ( Grade and landscape such that water drains
facilities Microbial decomposition of away from facilities
organic matter
Manure tracked onto public Poorly maintained access roads (warm access road maintenance
)ads from farm access
Additional Information: 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-BAE
Swine Production Facility Manure Management: Pit Recharge—Lagoon Treatment;EBAE 128-88 NCSU-BAE
Swine Productioln Facility Manure Management: Underfloor Fluse--Lagoon Treatment; EBAE 129-88 NCSU-BAE
Lagoon Desig and Management for Livestock-Manure Treatment and Storage; EBAE 103-83 NCSU-BAE
Calibration of Manure and Wastewater Application Equipment;EBAE Fact Sheet NCSU-BAE
Controlling Odors from Swine Buildings; PIH-33 NCSU-Swine Extension
Environmental Assuranc Program: NPPC Manual NC Pork Produces Assoc
Options for Managing Odor;a report from the Swine Odor Task Force NCSU Agri Communications
Nuisance Concerns in Animal Manure Management: Odors and Flies; PRO107, 1995 Conference Proceedings Florida Cooperative Extension
The issues checked ( ”) pertain to this operation. The landowner/integrator agrees to use sound judgment in applying
odor control measures as practical.
I certify the aforementioned odor control Best Managment Practices have been reviewed with me.
YICA
w
i
(Landowner Signature)
AMOC--November 11, 1996

t
Operator: Glade Ridge ~i County: Duplin Date: 06/15/04
Distance to nearest residence (other than owner) : 0 0 feet
1. AVERAGE LIVE WEIGHT (ALW)
0 sows ( farrow to finish) x 1417 lbs = 0 lbs
0 sows ( farrow to feeder) x 522 lbs. = 0 lbs
2448 head ( finishing only) x 135 lbs. = 330480 lbs
0 sows ( farrow to wean) x 433 lbs. = 0 lbs
0 head (wean to feeder) x 30 lbs. = 0 lbs
Describe other 0
Total Average Live Weight = 330480 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 330480 lbs, ALW x Treatment Volume(CF)/lb ALW
Treatment Volume(CF)/lb. ALW = 1 CF/lb. ALW
Volume = 330480 cubic feet
3 STORAGE VOLUME FOR SLUDGE ACCUMULATION
volume = 0 , 0 cubic feet
4 . TOTAL DESIGNED VOLUME
Inside top length ( feet)--------------------- 308 0
Inside top width ( feet)---------------------- 231 .0
Top of dike elevation ( feet)----------------- 49 .5
Bottom of lagoon elevation ( feet)------------ 37 .5
Freeboard ( feet)----------------------------- 1 . 0
Side slopes (inside lagoon)------------------ 3 . 0 1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3. 0 3 .0 3. 0 3 . 0 302.0 225 . 0 11 . 0
AREA OF TOP
LENGTH * WIDTH =
302.0 225 .0 67950 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
236.0 159 . 0 37524 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
269. 0 192.0 206592 (AREA OF MIDSECTION * 4)
CU. FT, _ [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
67950 . 0 206592 . 0 37524 . 0 1 8
Total Designed Volume Available = 572121 CU. FT
5 TEMPORARY STORAGE REQUIRED
APR m 3 2019
w8wQuallol

DRAINAGE AREA;
Lagoon (top of dike)
Length * Width =
308. 0 231 .0 71148 0 square feet
Buildings (roof and lot water)
0. 0 square feet Describe this area.
TOTAL DA 71148.0 square feet
Design temporary storage per:riod to be 180 days
5A. Volume of waste produced
Feces & urine production in gal ./day per 135 lb ALW 1 37
Volume = 330480 lbs. ALW/135 lbs. ALW * 1 . 37 gal/day 180 days
Volume = 603677 gals. or 80705 . 5 cubic feet
5B, Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system Flush systems that recirculate
the lagoon water are accounted for in 5A
Volume = 0 . 0 gallons/day * 180 days storage/7. 48 gallons
per CF
Volume = 0 .0 cubic feet
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount .
180 days excess rainfall = 7. 0 inches
Volume = 7 . 0 in * DA / 12 inches per foot
Volume = 41503 .0 cubic feet
5D. Volume of 25 year - 24 hour storm
Volume = 7 .5 inches / 12 inches per foot * DA
Volume = 44467 . 5 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A 80705 cubic feet
5B. 0 cubic feet
5C 41503 cubic feet
5D 44468 cubic feet
TOTAL 166676 cubic feet

6 , SUMMARY
Temporary storage period____________________> 180 days
Rainfall in excess of evaporation=====______> 7. 0 inches
25 year - 24 hour rainfall__________________> 7 . 5 inches
Freeboard___________________________________> 1 . 0 feet
Side slopes_________________________________> 3 . 0 : 1
Inside top length___________________________> 308 , 0 feet
Inside top width____________________________> 231 , 0 feet
Top of dike elevation_______________________> 49 , 5 feet
Bottom of lagoon elevation__________________> 37 . 5 feet
Total required volume_______________________> 497156 cu. ft
Actual design volume________________________> 572121 cu, ft . "
Seasonal high watertable elevation (SHWT)===> 43.0 feet
Stop pumping elev,__________________________> 45.9 feet
Must be > or = to the SHWT elev.====______> 43 . 0 feet
Must be > or = to min, req. treatment el .=> 43 .5 feet
Required minimum treatment volume=====______) 330480 cu. ft.
Volume at stop pumping elevation=====_______> 402933 cu. ft.
Start pumping elev._________________________> 47 . 8 feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==> 527654 cu. ft.
Volume at start pumping elevation=====______> 525327 cu. ft.
Required volume to be pumped________________> 122208 cu. ft.
Actual volume planned to be pumped=====_____> 122394 cu, ft.
Min. thickness of soil liner when required==> 1 . 8 feet
7 . DESIGNED BY: PPROVED BY:
DATE: DATE:
NOTE: SEE ATTACHED W STE UTI` IZATION PLAN
COMMENTS: G J/

Operator: Glade Ridge #2 County: Duplin Date: 06/15/04
Distance to nearest residence (other than owner) : 0 0 feet
1. AVERAGE LIVE WEIGHT (ALW)
0 sows ( farrow to finish) x 1417 lbs = 0 lbs
0 sows ( farrow to feeder) x 522 lbs. = 0 lbs
3672 head (finishing only) x 135 lbs. = 495720 lbs
0 sows ( farrow to wean) x 433 lbs. = 0 lbs
0 head (wean to feeder) x 30 lbs. = 0 lbs
Describe other _ 0
Total Average Live Weight = 495720 lbs
2 MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 495720 lbs, ALW x Treatment Volume(CF)/lb. ALW
Treatment Volume(CF)/lb. ALW = 1 CF/lb. ALW
Volume = 495720 cubic feet
3 . STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0 , 0 cubic feet
4. TOTAL DESIGNED VOLUME
Inside top length ( feet)--------------------- 330 .0
Inside top width ( feet)---------------------- 265 . 0
Top of dike elevation ( feet)----------------- 52 . 5
Bottom of lagoon elevation ( feet)------------ 39. 5
Freeboard ( feet)----------------------------- 1 . 0
Side slopes (inside lagoon)------------------ 3 . 0 1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3 .0 3 . 0 3.0 324.0 259 0 12 .0
AREA OF TOP
LENGTH * WIDTH =
324.0 259 . 0 83916 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
252. 0 187.0 47124 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
288.0 223 .0 256896 (AREA OF MIDSECTION * 4)
CU. FT, _ [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
83916 . 0 256896 .0 47124 .0 2 . 0
Total Designed Volume Available = 775872 CU FT,
5 TEMPORARY STORAGE REQUIRED

DRAINAGE AREA
Lagoon (top of dike)
Length * Width =
330.0 265 , 0 87450 0 square feet
Buildings (roof and lot water)
0. 0 square feet Describe this area.
TOTAL DA 87450, 0 square feet
Design temporary storage per:riod to be 180 days
5A Volume of waste produced
Feces & urine production in gal ./day per 135 lb ALW 1 37
Volume = 495720 lbs. ALW/135 lbs, ALW * 1 .37 gal/day 180 days
Volume = 905515 gals or 121058. 2 cubic feet
5B. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day * 180 days storage/7. 48 gallons
per CF
Volume = 0. 0 cubic feet
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall = 7 . 0 inches
Volume = 7 .0 in * DA / 12 inches per foot
Volume = 51012. 5 cubic feet
5D Volume of 25 year - 24 hour storm
Volume = 7 . 5 inches / 12 inches per foot * DA
Volume = 54656. 3 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 121058 cubic feet
5B. 0 cubic feet
5C. 51013 cubic feet
5D. 54656 cubic feet
TOTAL 226727 cubic feet

6 , SUMMARY
Temporary storage period====================> 180 days
Rainfall in excess of evaporation===========> 7 . 0 inches
25 year - 24 hour rainfall==================> 7. 5 inches
1. 0 feet
Side slopes_________________________________> 3.0 : 1
Inside top length===========================> 330.0 feet
Inside top width============================> 265. 0 feet
Top of dike elevation=======================> 52 . 5 feet
Bottom of lagoon elevation==================> 39 . 5 feet
Total required volume=======================> 722447 cu, ft.
Actual design volume========================> 775872 cu, ft.
Seasonal high watertable elevation (SHWT)===> 47. 0 feet
Stop pumping elev.__________________________> 48. 6 feet
Must be > or = to the SHWT elev.==========> 47 . 0 feet
Must be > or = to min. req. treatment el ,=> 45. 5 feet
Required minimum treatment volume===========> 495720 cu, ft .
Volume at stop pumping elevation============> 546932 cu. ft
Start pumping elev._________________________> 50 . 8 feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==> 721216 cu. ft
Volume at start pumping elevation===========> 720430 cu. ft .
Required volume to be pumped================> 172071 cu, ft .
Actual volume planned to be pumped==========> 173498 cu, ft.
Min, thickness of soil liner when required==> 1 .9 feet
7 DESIGNED BY: APPROVED BY:
DATE. DATE.
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS,