310141_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 Permittee.
I. Certificate Of Coverage Number: AWS310141
2. Facility Name: Bobby Sholar Farm
3. Permittee's Name(same as on the Waste Management Plan): B&P Farms Inc
4. Permittee's Mailing Address: 801 Angola Bay Rd
City: Wallace State: NC Zip: 28466
Telephone Number: 910-285-3979 Ext. E-mail:
5. Facility's Physical Address: 285 Adell Cavenaugh Ln
City: Wallace State: NC Zip: 28466
6. County where Facility is located: Duplin
7. Farm Manager's Name(if different from Landowner): Sina,nQ, s�*nel r
g. Farm Manager's telephone number(include area code): CIAO 95Q—43S i
9. Integrator's Name(if there is not an Integrator,write"None"): MurRhy-Brown LLC
10. Operator Name(OIC): Bobby M.Sholar Phone No.: 910-285-3979 OTC#: 18146
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 4,896
ODlrltiOn TVDea:
Swine Cattle Dry Poultry Other Types
Wean to Finish Dairy Calf Non Laying Chickens Horses-Horses
Wean to Feeder Dairy Heifer Laying Chickens Horses-Other
Farrow to Finish Milk Cow Pullets Sheep-Sheep
Feeder to Finish Dry Cow Turkeys Sheep-Other
Farrow to Wean Beef Stocker Calf Turkey Pullet
Farrow to Feeder Beef Feeder
Boar/Stud Beef Broad Cow Wet Poultry
Gilts Other Non Laying Pullet
Other Layers

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 UnknoHm) (Cubic Feet) (Square Feet) (Inches)
1 lagoon 6/13/1990 Full,clay 857,109.00 100,188.00 19.50
2 Lagoon 10/19/1994 Full,clay 288,265.00 47,100.00 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.)
1 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 Pennittee/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): Zv6615 ,mA Title: OnQ�
Signature: Date:
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

Nutrient Management Plan For Animal Waste Utilization
06-01-2016
This plan has been prepared for: This plan has been developed by:
Bobby Sholar Farm (31-141) Ronnie G. Kennedy Jr.
Bobby Sholar Agriment Services, Inc.
801 Angola Bay Road PO Box 1096
Wallace, NC 28466 Beulaville, NC 28518
[phone] 252-568-2648
ve oper 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.
6lZoi
Sign re(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.
Plan Approved By: t/i///,w&
Xchnical Specialist Signature Date
Preview Database Version 4.1 Date Printed: 06-01-2016 Cover Page l

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 4,538,592 gals/year by a 4,896
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 8181
Incorporated 9817
Injected 9817
Irrigated 8181
Max. Avail. Actual PAN PAN Surplus/ Actual Volume Volume Surplus/
PAN(Ibs)* Applied (Ibs) Deficit(lbs) Applied(Gallons) Deficit(Gallons)
Year 1 8,181 10415 -2,234 5,857,215 -1,318,623
Year 2 8,181 10555 -2,374 5,855,506 -1,316,914
Note: In source ID, S means standard source,U means user defined source.
*Max.Available PAN is calculated on the basis of the actual application method(s)identified in the plan for this source.
328993 Database Version 4.1 Date Printed: 06-01-2016 Source Page I of I

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
6793 11.00 9.30 N/A Foreston Small Grain Overseed 1.0 Tons
I lybrid Bermudagrass Pasture 6.0'Pons
6793 16.50 13.70 N/A Foreston Small Grain Overseed 1.0 Tons
I lybrid Bermudagrass Pasture 6.0 Tons
6793 P8 2.23 1.63 N/A Foreston Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 6.0 Tons
6793 P9 2.23 1.51 N/A Foreston Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 6.0'I'ons
7499 P15 3.63 3.10 N/A IForeston Corn,Grain 120 bu.
Wheat,Grain 55 bu.
Soybeans,Manured,Double Crop 34 bu.
7499 1116 4.20 3.59 N/A Foreston Corn,Grain 120 bu.
Wheat,Grain 55 bu.
Soybeans,Manured,Double Crop 34 bu.
7499 1117 2.37 2.03 N/A Foreston Corn,Grain 120 bu.
Wheat,Grain 55 bu.
Soybeans,Manured,Double Crop 34 bu.
7499 1118 3.941 3.20 N/A Foreston Small Grain Overseed 1.0 Tons
I lybrid Bermudagrass Pasture 6.0 Tons
7499 1 19 3.74 3.00 N/A Foreston Small Grain Ovcrseed I.0 Tons
1lybrid Bermudagrass Pasture 6.0 Tons
PLAN TOTALS: 49.84 41.06
LI Potential Leaching Technical Guidance
2 Low potential to contribute to soluble None
nutrient leaching below the root zone.
>=2& Moderate potential to contribute to Nutrient Management(590)should be planned.
<=10 soluble nutrient leaching below the root
zone.
High potential to contribute to soluble Nutrient Management(590)should be planned. Other conservation practices that improve
nutrient leaching below the root zone. the soils available water holding capacity and improve nutrient use efficiency should be
> 10 considered. Examples are Cover Crops(340)to scavenge nutrients,Sod-Based Rotations
(328),Long-Term No-rill(778),and edge-of-field practices such as Fi[ter Strips(393)and
Riparian Forest Buffers(391).
328993 Database Version 4.1 Date Printed 6/1/2016
PCS Page 1 of I
NOTE: Symbol*means user entered data.

I
The Waste Utilization table shown below summarizes the waste utilization plan for this operation. This plan provides an estimate of the number of acres of
cropland needed to use the nutrients being produced. The plan requires consideration of the realistic yields of the crops to be grown,their nutrient requirements,
and proper timing of applications to maximize nutrient uptake.
This table provides an estimate of the amount of nitrogen required by the crop being grown and an estimate of the nitrogen amount being supplied by manure or
other by-products,commercial fertilizer and residual from previous crops. An estimate of the quantity of solid and liquid waste that will be applied on each field in
order to supply the indicated quantity of nitrogen from each source is also included. A balance of the total manure produced and the total manure applied is
included in the table to ensure that the plan adequately provides for the utilization of the manure generated by the operation.
Waste Utilization Table Year t
Nitrogen Comm Res. Manure Liquid Solid Liquid Solid Manu
PA Fen. (IWA) PA ManurcA Manure Manure Applied
Nutrient Nutrient NutrientA pplied Applied Applied (Field)
Rcq'd Applied pplied (acre) (acre) (Field)
(lbs/A) (lbs/A) (lbs/A)
Source Totil Use. Applic. Applic. 1000
Tract Field ID Soil Series Acres I Acres Crop RYE Period N N N Method N gal/A Pons 1000 gals tons
6793 E=P+-cri S7 Foreston 11.00 9.30 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 brig. 50 27.74 0.00 257.97 0.00
CPa
6793 'era! S7 Foreston 11.00 9.30 hybrid Bermudagrass Pasture 6.0 Tons 3/1-9/30 *225 0 0 Irrig. 225 124.83 0.00 1,160.88 0.00
CPS
6793 - S7 Foreston 16.50 13.70 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 380.02 0.00
CPI
6793 `ell S7 Foreston 16.50 13.70 Hybrid Bermudagrass Pasture 6.0 Tons 3/1-9/30 *225 0 0 Irrig. 225 124.83 0.00 1,710.11 0.00
6793 P8 S7 Foreston 2.23 1.63 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 45.22 0.00
6793 P8 S7 Foreston 2.23 1.63 Hybrid Bermudagrass Pasture 6.0 Tons 3/1-9/30 *225 0 0 Irrig. 225 124.83 0.00 203.47 0.00
6793 P9 S7 Foreston 2.23 1.51 Small Grain Overseed l.0"Cons 10/1-3/31 50 0 0 Irrig. 50 27.74 O.Oq 41.89 0.00
6793 P9 S7 Foreston 2.23 1.51 hybrid Bermudagrass Pasture 6.0 Tons 3/1-9/30 *225 0 0 Irrig. 225 124.83 O.00 188.49 0.00
7499 Ply S7 Foreston 3.63 3.10 Corn,Grain 120 bu. 2/15-6/30 137 0 20 Irrig. 117 64.91 0.0 201.221 0.00
7499 P15 S7 Foreston 3.63 3.10 Wheat,Grain 55 bu. 9114/30 115 0 0 Irrig. 58 57.42 0.00 178.00 0.00
7499 P16 S7 Foreston 4.20 3.59 Corn,Grain 120 bu. 2/15-6/30 137 0 20 Irrig. 117 64.91 0.00 233.02 0.00
7499 P16 S7 Foreston 4.201 3.59 Wheat,Grain 55 bu. 9/14/30 115 0 0 Irrig. 58 31.90 0.00 114.52 0.00
7499 P17 S7 Foreston 2.37 2.03 Corn,Grain 120 bu. 2/15-6/30 137 0 20 Irrig. 117 64.91 0.00 131.77 0.00
7499 P17 S7 Foreston 2.37 2.03 Wheat,Grain 55 bu. 9/14/30 115 0 0 Irrig. 58 31.90 0.00 64.76 0.00
7499 P18 I S7 oreston 3.94 3.20 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.001 88.771 0.00
7499 P18 S7 Foreston 3.94 3.20 hybrid Bermudagrass Pasture 6.0 Tons 3/1-9/30 *225 0 0 Irrig. 225 124.83 0.00 399.44 0.00
328993 Database Version 4.1 Date Printed:6/1/2016 WUT Page 1 of 4

Waste Util. ton Table Year 1
Nitrogen Comm Res. Manure Liquid Solid Liquid Solid Man
PA Fert. (lbsiA) PA ManurcA Manure Manure Applied
Nutrient Nutrient NutrienO pplied Applied Applied (Field)
Req'd Appled pphed (acre) (acre) (Field)
(lbs/A) (lbs/A) (lbs/A)
Source Total Use. Applic. Applic. 1000
Tract Field ID Soil Series Acres Acres Crop RYG Period N N N Method N gal/A Tons 1000 gals tons
7499 PI9 S7 oreston 3.74 3.00 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 Irrig. 5D 27.74 0.00 83.22 0.00
7499 PI9 S7 Foreston 3.743.00 Hybrid Bennudagrass Pasture 6.0'tons 3/1-9/30 *225 :00:E10Irrig. 2251 124.83 0.00 374.48 0.00
Total Applied, 1000 gallons 5,857.22
Total Produced, 1000 gallons 4,538.59
Balance, 1000 gallons -1,318.62
Total Applied,tons do
"total Produced,tons
Balance,tons
Notes: 1. In the tract column,—symbol means leased,otherwise,owned. 2. Symbol*means user entered data.
328993 Database Version 4.1 Date Printed:6/1/2016 WUT Page 2 of 4

Waste Uth ion Table Year 2
Nitrogen Comm Res. Manure Liquid Solid Liquid SolidManrr
PA Fen. (Ibs/A) PA Manu Manure Manure Applied
Nutrient Nutrient NutrienjA pplied Applied Applied (Ficld)
Req'd Applied ppled (acne) (acre) (Field)
(lbs/A) (IbstA) (lbs/A)
Source Total Use. Appliic. Applic. 1000
Tract Field ID Soil Series Acres I Acres Crop RYE Period N N N Method N gal/A Tons 1000 gals tons
C102
6793 frill S7 Foreston 11.00 9.30 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 257.97 0.00
6793 w S7 Foreston 11.00 9.30 I lybrid Bermudagrass Pasture 6.0 Tons 3/1-9/30 *225 0 0 Irrig. 225 124.83 0.00 1,160.88 0.00
EP/
6793 EPiti• S7 Foreston 16.50 13.70 Small Grain Overseed 1.0"Pons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 380.02 0.00
6793 - S7 Foreston 16.50 13.70 Hybrid Bermudagrass Pasture 6.0 Tons 311-9/30 *225 0 0 Irrig. 225 124.83 0.00 1,710.1 I 0.00
6793 P8 S7 Foreston 2.23 1.63 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 45.22 0.00
6793 P8 S7 Foreston 2.23 1.63 hybrid Bermudagrass Pasture 6.0 Tons 3/1-9/30 *225 0 0 Irrig. 225 124.83 0.00 203.47 0.00
6793 P9 S7 Foreston 2.23 1.51 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 41.89 0.00
6793 P9 S7 Foreston 2.23 1.51 hybrid Bermudagrass Pasture 6.0 Tons 3/1-9/30 *225 0 0 Irrig. 225 124.83 0.00 188.49 0.00
7499 P15 S7 Foreston 3.63 3.10 Wheat,Grain 55 bu. 9/1 4/30 115 0 0 Irrig. 58 31.90 0.00 98.89 0.00
7499 P15 S7 Foreston 3.63 3.10 Soybeans,Manured,Double Crop 34 bu. 4/1-9/15 133 0 0 Irrig. 133 73.79 0.00 228.74 0.00
7499 P16 S7 Foreston 4.20 3.59 Wheat,Grain 55 bu. 911-4/30 115 0 0 Irrig. 58 31.90 0.00 114.52 0.00
7499 P16 S7 Foreston 4.20 3.59 Soybeans,Manured,Double Crop 34 bu. 411-9/15 133 0 0 Irrig. 133 73.79 0.00 264.89 0.00
7499 P17 S7 Foreston 2.37 2.03 Wheat,Grain 55 bu. 911 4/30 115 0 0 Irrig. 58 31.90 0.00 64.76 0.00
7499 P17 S7 Foreston 2.37 2.03 Soybeans,Manured,Double Crop 34 bu. 411-9/15 133 0 0 Irrig. 133 73.79 0.00 149.79 0.00
7499 P18 S7 Foreston 3.94 3.20 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 88.77 0.00
7499 P18 S7 Foreston 3.94 3.20 hybrid Bermudagrass Pasture 6.0 Tons 311-9/30 *225 0 0 Irrig. 225 124.83 0.00 399.44 0.00
7499 P19 S7 Foreston 3.74 3.00 Small Grain Ovcrseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 83.22 0,00
7499 P19 S7 Foreston 1.74 3.00 hybrid Bermudagrass Pasture 6.0 Tons 3/1-9/30 *225 0 0 Irrig. 225 124.83 0.00 374.48 0.00
328993 Database Version 4.1 Date Printed:6/1/2016 WUT Page 3 of 4

Waste Uth .ion Table Year 2
Nitrogen Comm Res. Manure Liquid Solid Liquid Solid Manur
PA Fen. (lbs/A) PA ManurcA Manure Manure Applied
Nutrient Nutrient NutrientA pphed Applied Applied (Field)
Req'd Applied pplied (acre) (acre) (Field)
(lbs/A) (lbs/A) (lbs/A)
Source Tonl Use. Appk Applic. 1000
'Tract Field ID Soil Series Acres Acres Crop RYE. Period N N N Method N gal!A 'Pons 1000 gals tons
Total Applied,1000 gallons 5,855.51
Total Produced,1000 gallons 4,538.59
Balance,1000 gallons -1,316.91
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.
328993 Database Version 4.1 Date Printed:6/1/2016 WUT Page 4 of 4

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)
6793 CP 1 Foreston 0.50 1.0
6793 CP2 Foreston 0.50 1.0
6793 P8 Foreston 0.50 1.0
6793 P9 Foreston 0.50 1.0
7499 P 15 Foreston 0.50 1.0
7499 P 16 Foreston 0.50 1.0
7499 P 17 Foreston 0.50 1.0
7499 P 18 Foreston 0.50 1.0
7499 P19 Foreston 0.50 1.0
328993 Database Version 4.1 Date Printed 6/1/2016 IAF Page I 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
Maximum Maximum Sludge
Crop PA-N Rate Application Rate Minimum Acres Minimum Acres Minimum Acres
lb/ac 1000 gal/ac 5 Years Accumulation 10 Years Accumulation 15 Years Accumulation
Swine Feeder-Finish Lagoon Sludge- Standard
Com 120 bu 150 14.69 55.00 110.00 164.99
Hay 6 ton R.Y.E. 300 29.38 27.50 55.00 82.50
So)bcan 40 bu 160 15.67 51.56 103.12 154.68
328993 Database Version 4.1 Date Printed: 06-01-2016 Sludge Page 1 of 1

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.
WasteAvailable
Source Name Swine Feeder-Finish Lagoon Liquid Design Storage Capacity(Days)
Start Date 9/1 180
Plan Year Month Available Storage Capacity(Days)
1 1 75
1 2 73
1 3 97
1 4 126
1 5 153
1 6 180
1 7 180
1 8 180
1 9 180
1 10 167
1 11 158
1 12 142
2 1 126
2 2 119
2 3 138
2 4 169
2 5 180
2 6 180
2 7 180
2 8 180
2 9 180
2 10 160
2 11 144
2 12 124
* Available Storage Capacity is calculated as of the end of each month.
328993 Database Version 4.1 Date Printed: 06-01-2016 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).
328993 Database Version 4.1 Date Printed:6/1/2016 specification Page 1

7. Liquid waste shall be applied at rates not to exceed the soil infiltration
rate such that runoff does not occur offsite or to surface waters and in a
method which does not cause drift from the site during application. No
ponding should occur in order to control odor and flies.
8. Animal waste shall not be applied to saturated soils, during rainfall
events, or when the soil surface is frozen.
9. Animal waste shall be applied on actively growing crops in such a manner
that the crop is not covered with waste to a depth that would inhibit
growth. The potential for salt damage from animal waste should also be
considered.
10. Nutrients from waste shall not be applied in fall or winter for spring
planted crops on soils with a high potential for leaching. Waste/nutrient
loading rates on these soils should be held to a minimum and a suitable
winter cover crop planted to take up released nutrients. Waste shall not
be applied more than 30 days prior to planting of the crop or forages
breaking dormancy.
11. Any new swine facility sited on or after October 1, 1995 shall comply with
the following: The outer perimeter of the land area onto which waste is
applied from a lagoon that is a component of a swine farm shall be at least
50 feet from any residential property boundary and canal. Animal waste,
other than swine waste from facilities sited on or after October 1, 1995,
shall not be applied closer that 25 feet to perennial waters.
12. Animal waste shall not be applied closer than 100 feet to wells.
13. Animal waste shall not be applied closer than 200 feet of dwellings other
than those owned by the landowner.
14. Waste shall be applied in a manner not to reach other property and
public right-of-ways.
329003 Database Version 4.1 Date Printed:6/1/2016 Snecification Paize 2

15. Animal waste shall not be discharged into surface waters, drainageways,
or wetlands by a discharge or by over-spraying. Animal waste may be
applied to prior converted cropland provided the fields have been
approved as a land application site by a "technical specialist". Animal
waste shall not be applied on grassed waterways that discharge directly
into water courses, and on other grassed waterways, waste shall be
applied at agronomic rates in a manner that causes no runoff or drift
from the site.
16. Domestic and industrial waste from washdown facilities, showers, toilets,
sinks, etc., shall not be discharged into the animal waste management
system.
17. A protective cover of appropriate vegetation will be established on all
disturbed areas (lagoon embankments, berms, pipe runs, etc.). Areas
shall be fenced, as necessary, to protect the vegetation. Vegetation such as
trees, shrubs, and other woody species, etc., are limited to areas where
considered appropriate. Lagoon areas should be kept mowed and
accessible. Berms and structures should be inspected regularly for
evidence of erosion, leakage, or discharge.
18. If animal production at the facility is to be suspended or terminated, the
owner is responsible for obtaining and implementing a "closure plan"
which will eliminate the possibility of an illegal discharge, pollution, and
erosion.
19. Waste handling structures, piping, pumps, reels, etc., should be inspected
on a regular basis to prevent breakdowns, leaks, and spills. A regular
maintenance checklist should be kept on site.
20. Animal waste can be used in a rotation that includes vegetables and other
crops for direct human consumption. However, if animal waste is used on
crops for direct human consumption, it should only be applied pre-plant
with no further applications of animal waste during the crop season.
21. Highly visible markers shall be installed to 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.
328993 Database Version 4.1 Date Printed: 6/1/2016 Specification Page 3

22. Waste shall be tested within 60 days of utilization and soil shall be tested
at least annually at crop sites where waste products are applied. Nitrogen
shall be the rate-determining nutrient, unless other restrictions require
waste to be applied based on other nutrients, resulting in a lower
application rate than a nitrogen based rate. Zinc and copper levels in the
soils shall be monitored and alternative crop sites shall be used when
these metals approach excessive levels. pH shall be adjusted and
maintained for optimum crop production. Soil and waste analysis
records shall be kept for a minimum of five years. Poultry dry waste
application records shall be maintained for a minimum of three years.
Waste application records for all other waste shall be maintained for five
(5) years.
23. Dead animals will be disposed of in a manner that meets North Carolina
regulations.
328993 Database Version 4.1 Date Printed:6/1/2016 Specification Page 4

Crop Notes
The following crop note applies to field(s): P15, P16, P17
Corn 1: CP, Mineral Soil, low-leachable
In the Coastal Plain,corn is normally planted when soil temperatures reach 52 to 55 degrees fahrenheit.
Review the Official Variety "green book" and information from private companies to select a high
yielding variety with the characteristics needed for your area and conditions. Plant 1-2" deep. Plant
populations should be determined by the hybrid being planted. Increase the seeding rate by 10%when
planting no-till. Phosphorus and potassium recommended by a soil test can be broadcast or banded at
planting. When planting early in cool,wet soil, banded phosphorus will be more available to the young
plants. An accepted practice is to apply 20-30 Ibs/acre N and 20-30 lbs/acre phosphorus banded as a
starter and one-half the remaining N behind the planter. The rest of the N should be applied about 3040
days after emergence. The total amount of N is dependent on soil type. When including a starter in the
fertilizer program,the recommended potassium and any additional phosphorus is normally broadcast at
planting. Plant samples can be analyzed during the growing season to monitor the overall nutrient status
of the corn. Timely management of weeds and insects are essential for corn production.
The following crop note applies to field(s): CP 1,CP2,P 18, P 19, P8, P9
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.
328993 W Database Version 4.1 _ Date Printed: 06-01-2016 Crop Note Page 1 of 3

The following crop note applies to field(s): CP1, CP2, P18, P19, P8, P9
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
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): P15, P16, P17
Wheat: Coastal Plain, Mineral Soil, low-leachable
In the Coastal Plain,wheat should be planted from October 20-November 25. Plant 22 seed/drill row foot
at 1-1 1/2" deep 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.Adequate depth control when planting the wheat 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 Ibs/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 total N is dependent on the soil type. Plant
samples can be analyzed during the growing season to monitor the nutrient status of the wheat. Timely
management of diseases, insects and weeds are essential for profitable wheat production.
W^ 328993 Database Version 4.1 Date Printed: 06-01-2016 _ Crop Note Page 2 of 3

The following crop note applies to field(s): P15, P16, P17
Double-Crop Soybeans,Coastal Plain: Mineral Soil, low-leachable
Double-crop soybeans should be planted as early in June as possible with planting completed by July 4th.
When no-tilling soybeans in small grain straw, it is essential to manage the straw to achieve adequate
plant populations. 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.
Plant 2-4 seed/row foot for 7-8" drills;4-6 seed/row foot for 15" rows; 6-8 seed/row foot for 30" rows
and 8-10 seed/row foot for 36" rows. Increase the seeding rate by at least 10% for no-till planting.
Seeding depth should be 1-1 1/2" and adequate depth control is essential. Phosphorus and potash
recommended for the soybeans can be applied to the wheat in the Fall. Soybeans produce their own
nitrogen and are normally grown without additions of nitrogen. However, applications of 20-30 lbs/acre
N are sometimes made at planting to promote early growth and vigor.Tissue samples can be analyzed
during the growing season to monitor the overall nutrient status of the soybeans. Timely management of
weeds and insects is essential for profitable double crop soybean production.
328993 Database Version 4.1 Date Printed: 06-01-2016 Crop Note Page 3 of 3

Bobby Sholar Farm ----- - ---- - ---- - - -- --- -- - ,
Irrigation Add't.
Fac. No.: 31-141
Scale- 1"=500'
Pulls/Pivot Acres
1 r-2-.-31--)
2 �347-- q,3o
3 3-82-J
P4,Cf 1) 13.70
8 1.63
9 1.51
10 4.39
11 2.76
15 3.10
16 3.59
17 2.03
18 3.20
19 3.00
9 �P4 _ Total 48.21
8
10
11
2
1 Wells w/100'
offsets
15
16
17
1819
_
cFEiZ. To t s 4

Swine Farm Waste Management— Odor Control Checklist Permit No.:
Date:
INSTRUCTIONS FOR USE
Owner Signature: `''
♦ Odor Control Checklist is required by General Statute 143-215.10C(e)(1)
♦ Check any/all the BMPs you vvill implement on this facility. Items checked/selected become a requirement of the CAWMP.
♦ Items in bold or pre-selected are required.
♦ Add any site-specific details related to the selected BMPs
♦ Include any other odor control measures not listed
♦ NOTE: Not all BMPs may be cost-effective for every facility. Evaluate each BMP prior to selecting for your facility.
Cause/Source BMP Option to Minimize Odor
Comments Site Specific Practices
FARMSTEAD
♦ Swine Production ❑ Maintain vegetative or wooded buffers at or •Traps dust and gases, provides dilution
near property boundary and visual screening
• May require third party input/approval
♦ Improper drainage ❑ Grade and landscape so water drains away • Reduce odors and vectors that occur
from facilities and prevent ponding with stagnant conditions
❑ Maintain farm access roads and prevent traffic • Prevents spillage during transport and
in waste application area tracking of waste onto public roads
❑ Other BMPs—please describe
MORTALITY MANAGEMENT
♦ Carcass ® Dispose of mortality using method approved • Required by statute and permit
Decomposition by NCDA&CS State Veterinarian. Manage • May require third party input/approval
According to CAWMP(Mortality Management
Checklist) and permit(s).
❑ Put carcasses in refrigerated (or freezer) dead
boxes within 24 hours for short-term mortality
storage.
♦ Incomplete Incineration ❑ Use incinerators with secondary burners for • Reduce odors by complete incineration
complete combustion.
❑ Other BMPs—please describe
Swine AMOC Page 1 of 6 �APD—7/25%2019
♦ptly}r':Ky" h:

Swine Farm Waste Management—Odor Control Checklist Permit No.:
Cause/Source BMP Option to Minimize Odor Comments Site Specific Practices
HOUSE/BARN—WASTE HANDLING
♦ Flush tanks ❑ Install flush tank covers • Pit-flush systems
♦ Odorous Gases ❑ Flush pits at least 4 times per day • Pit-flush systems
♦ Partial microbial ❑ Empty pits at least once every 7 days • Pit-recharge or "pull-plug" systems
decomposition ❑ Underfloor flush with pit ventilation
♦ Agitation of wastes ❑ Install/extend fill lines to near bottom of
tanks with anti-siphon vents
❑ Install covers on outside waste collection or
junction box
❑ Install sump tank covers for lift stations
♦ Ammonia ❑ Flush/recharge with treated effluent
❑ 7reat waste in pits with proven biological or • Monitor for any solids accumulation in pit
chemical additive
❑ Other BMPs—please describe
HOUSE/ BARN—FLOOR AND INDOOR SURFACES
♦ Manure covered floors ❑ Scrape manure from alleys into pens daily •Will move with other manure via pits
❑ Install fully slotted floor system
❑ Install waterers over slotted floor area
❑ Install feeders at high end of solid floors •Where applicable
♦ Odorous Gases ❑ Scrape manure buildup from floors and walls •Aids in animal cleanliness
❑ Keep floors dry •Aids in animal cleanliness
❑ Install underfloor ventilation for drying
❑ Replace bedding/scrape at frequency to •Solid floor/bedding systems
keep bedding dry
❑ Other BMPs—please describe
Swine AMOC Page 2 of 6 APPROVED—7/25/2019

Swine Farm Waste Management —Odor Control Checklist Permit No.:
Cause/Source BMP Option to Minimize Odor Comments Site Specific Practices
HOUSE/ BARN—VENTILATION
♦ Dust ❑ Clean fans regularly—specify frequency
♦ Volatile/odorous gases ❑ Efficient air movement
❑ Install temperature and humidity sensors to
control ventilation
❑ Treat barn exhaust • Examples: biofilters,wet scrubbing, windbreaks
• May reduce ventilation rate depending on method
❑ Other BMPs—please describe
HOUSE/BARN—FEED
♦ Dust ❑ Install feed covers
♦ Adsorbed Gases ❑ Keep outdoor feed storage covered except • Required by rule 15A NCAC 02D .1802
When necessary to add/remove feed
❑ Minimize free-fall height of dry feed
❑ Install feed delivery downspout extenders
to the feed covers
❑ Remove spoiled/unusable feed on regular basis
❑ Feed pellets instead of dry meal • May require third party input/approval
❑ Use feed additives • May require third party input/approval
♦ Ammonia ❑ Use feed-reduced crude protein diet • May require third party input/approval
❑ Other BMPs—please describe
HOUSE/BARN—GENERAL
♦ Dust ❑ Install temperature and humidity sensors • Maintain relative humidity at 40 to 65%
♦ Odorous Gases to control ventilation
❑ Use ultraviolet light to treat indoor air
❑ Use indoor or outdoor electrostatic space •Can be used to treat exhaust air
charge system
❑ Other BMPs—please describe
Swine AMOC Page 3 of 6 APPROVED—7/25/2019

Swine Farm Waste Management—Odor Control Checklist Permit No.:
Cause/Source BMP Option to Minimize Odor Comments Site Specific Practices
LAGOON /WASTE STORAGE STRUCTURE
♦ Volatile Gases ❑ Maintain proper lagoon volume • Sufficient liquid volume/depth is required
for proper anaerobic treatment
❑ Minimize free-fall height of waste from
discharge pipe to lagoon surface
❑ Extend discharge point of pipe to below lagoon • Use caution not to scour or damage lagoon liner
liquid level
❑ Maintain proper surface area-to-volume ratio
❑ Use correct lagoon start-up procedures
❑ Aerate for odor control
® Manage sludge levels based on annual sludge
survey as required by permit
❑ Keep spilled feed or foreign debris out of lagoon
to prevent excess sludge accumulation
❑ Install/use solids separation system
❑ Use proven biological or chemical additives • Monitor for any increase in rate of solids accumulation
❑ Use permeable lagoon covers (not a digester)
❑ Use impermeable lagoon cover or • Methane can be flared if not utilized
anaerobic digester
❑ Other BMPs—please describe
LAND APPLICATION
♦ Odorous gases E] Perform land application in accordance with
CAWMP
♦ Wind drift E Pump intake near lagoon surface • Required by rule 15A NCAC 02D .1802
❑ Pump from second stage lagoon
❑ Follow good neighbor policy •Avoid application on known weekends,
special days,or holidays/eves if possible
❑ Operate at minimum recommended pressure
❑ Increase setbacks beyond those required by
statute, rule,or permit
Swine AMOC Page 4 of 6 APPROVED—7/25/2019

Swine Farm Waste Management — Odor Control Checklist Permit No.:
Cause/Source BMP Option to Minimize Odor Comments Site Specific Practices
LAND APPLICATION (CONTINUED)
❑ Apply during favorable wind conditions, • Recommend checking predicted average hourly
(especially for traveling guns or impact wind speed within 24 hours prior to
sprinklers) anticipated start
❑ When practical, apply waste on sunny days • Allows for vertical dissipation of odor
rather than cool, overcast days
❑ When possible, apply waste mid-morning to • Allows for better vertical dissipation of odor
late-afternoon
❑ For traveling guns, use taper-ring or taper-bore • Less odor and drift than ring nozzles
nozzles
❑ For traveling guns, use largest-available nozzle
that provides acceptable application uniformity
❑ Replace impact sprinklers with low-drift nozzles
on center pivots and linear move systems.
❑ Use hose-drag system
❑ Use injection method for waste application
❑ Other BMPs—please describe
SLUDGE DISPOSAL
♦ Odorous gases ❑ Transport sludge in covered vehicles or tankers
❑ Apply in thin, uniform layers •Speeds drying and prevents ponding
❑ Incorporate land-applied sludge as soon as • Required within 48 hours or prior to next rain event,
practical after application, and in accordance whichever is first,for conventionally tilled
with permit. bare soils
❑ Use injection method for sludge application
❑ Dewater sludge prior to application
❑ Use alternatives to land application, such as
compost, gasification,energy generation, etc.
❑ Other BMPs—please describe
Swine AMOC Page 5 of 6 APPROVED—7/25/2019

ADDITIONAL INFORMATION AVAILABLE FROM:
Air Management Practices Assessment Tool(AM PAT) www.extension.iastate.edu/ampat/
AHG-538-A Certification Training for Animal Waste Management Systems:Type A NC Division of Water Resources
EBAE 103-83—Lagoon Design and Management for Livestock Manure Treatment and Storage www.bae.ncsu.edu
EBAE 128-88—Swine Production Facility Manure Management: Pit Recharge-Lagoon Treatment www.bae.ncsu.edu
EBAE 129-88—Swine Production Facility Manure Management: Underfloor Flush-Lagoon Treatment www.bae.ncsu.edu
EBAE Fact Sheet—Calibration of Manure and Wastewater Application Equipment www.bae.ncsu.edu
EBAE Fact Sheet—Swine Production Farm Potential Odor Sources and Remedies www.bae.ncsu.edu
NC NRCS Standard 359—Waste Treatment Lagoon www.nres.udsa.gov
NC MRCS Standard 380—Wind break/Shelterbelt Establishment www.nres.udsa.gov
NC NRCS Standard 422—Hedgerow Planting www.nres.udsa.gov
NC NRCS Standard 442—Sprinkler System www.nres.udsa.gov
Nuisance Concerns in Animal Manure Management:Odors and Flies; PRO107 1995 Conference Proceedings Florida Cooperative Extension Service
Options for Managing Odor: A Report from the Swine Odor Task Force NC State University
Swine AMOC Page 6 of 6 APPROVED—7/25/2019

M
Insect Control Checklist for Animal Operatiun.#4
z - Source Pause _ — oMrs to Control insects Site Specific Prartices
Liquid Systems
Flush gutters lccumulation of solids Flush system is designed and operated uY
sufficiently to remove accumulated solids from
gutters as designed
Remove bridging of accumulated solids at
discharge
I,agoons and pits • Crusted satids Maintain lagoons.settling basins and pits where
pest breeding is apparent to minimize the
crusting of solids to a depth of no more than 6 to
8 inches over more than 10 percent of surface
Excessive vegetative • Decaying vegetation a Maintain vegetative control along banks of
growth lagoons and other impoundments to prevent
accumulation of decaying vegetative matter along
wnter''s edge on impoundment"s perimeter. _
Dry Systems —
Weders _ • 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-to
10-day interval during summer:1 S-to 30-day
interval during winter)
AM W November 1 1, 1996.po to I

lusect Control Checklist for Aninial Operations
Source `Came BN1Ps to Control Insects Site S ep cific Practices
Fled storage • AccumulatirnLc of feed residuLs x Reduce moisture accumulation within mid
L--� around immediate perimeter of feed storage
areas by ensuring drainage is aN ay from site
andor providing adequate containment(e.g.,
covered hin for brewer's grain and similar high
moisture grain products)
(� Inspect fbr and remove or break up accumulated
1 solids in filter strips around feed storage as
needed
Animal holding areas a Accumulations of animal wastes Eliminate low areas that trap moisture along
and feed wastage L'J fences and other locations where waste
accumulates and disturbance by uiimals is
minintal
Maintain fence rows and filter strips around
f animal holding areas to minimize accumulations
of wastes(i.e..inspect for acid remove or break up
accumulated solids as needed) -
Dry manure handling e Accumulations of animal wastes { J Remove spillage on a routine basis(e.g.,7-to 10-
systems I J day interval during summer; 15-to M.-day
interval during winter)where manure is loaded
for land application or disposal
_L Provide for adequate drainage around manure
l stockpiles
aInsptxt fir and remove or break up accumulated
wastes in filter strips around stockpiles and
manure handling auras as needed
For more information contact:
cooperative Extension Scrvice,Department of Entonmlogy,Box 7613.North Carolina State University,Raleigh,NC 376h5-7613.
:lM 1C--November 11, 1996. page 3
Alt
1 -

EMERGENCY ACTION PLAN
PHONE NUMBERS
DIVISION OF WATER QUALITY(DWQ) cilo- 3a5- moo
EMERGENCY MANAGEMENT SERVICES (EMS) '-�)Cl to -a1lo�
SOIL AND WATER CONSERVATION DISTRICT(SWCD) �i-a ll�J.
NATURAL RESOURCES CONSERVATION SERVICE (MRCS) - a�
COOPERATIVE EXTENSION SERVICE (CES)
This plan will be implemented in the event that wastes from your operation are leak:in�,
overflowing or running off site. You should not wait until wastes reach surface waters x
leave your property to consider that you have a problem. You should make every effort :o
ensure that this does not happen. This plan should be posted in an accessible locstl:ln
for all employees at the facility. The following are some action items you should take.
1. Stop the release of wastes. Depending on the situation,this may or may not be possible. Suggested
responses to some possible problems are listed below.
A. Lagoon overflow-possible solutions are:
a) Add soil to berm to increase elevation of dam.
b) Pump wastes to fields at an acceptable rate.
c) Stop all flow 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 flow 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 submersi:It:
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 the lagoor bottom as sic i
as possible.
8

2. Assess the extent of the spill and note any obvious damages.
a. Did the waste reach 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 cat; your DWQ regional office; Phone #, After hat.s,
emergency number: [phone]. Your phone call should include: your name, fecal ty
number,telephone number,the details of the Incident from item 2 above,the exact localti m
of the facility, the location or direction of the movement of the spill, weather and 'Ni Id
conditions. The corrective measures that have been under taken, and the seriousness of
the situation,
b. If the spill leaves property or enters surface waters,call local EMS phone number.
c. Instruct EMS to contact local Health Department.
d. Contact CE's phone number, local SWCD office phone number and the local NRCS
office for advice!technical assistance phone number.
4. If none of the above works call 911 or the Sheriffs Department and explain your 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 offsite damage.
a. Contractors Name: Murohv Family Farms
b. Contractors Address: P.O. Box 759 Rose Hill. NC 28458
c. Contractors Phone: [phone]
6. Contact the technical specialist who certified the lagoon(NRCS, Consulting Engineer,etc.)
a. Name: Kraig Westerheek
b. Phone: [phone]
7_ Implement procedures as advised by DWQ and technical assistance agencies to rectify th 3
damage,repair the system,and reassess the waste management plan to keep problem i
With release of wastes from happening again.
9

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 Routirte Mortality
a 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.1O6403). The bottom of the burial pit should be at least one foot above the seasonal
high water table.Attach burial location map and plan.
El a 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 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.
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).
a Any method which, in the professional opinionof the State Veterinarian,would make possible
the salvage of part of a dead animal's value without endangering human or animal health.
(Written approval by the State Veterinarian must be attached).
QMass Mortality Plan
Mass mortality plans are required for farms covered by an NPDES permit. These plans are
also recommended for all animal operations. This plan outlines farm-specific mortality man-
agement methods to be used for mass mortality. The NCDA&CS Veterinary Division sup-
ports a variety of emergency mortality disposal options;contact the Division for guidance.
• A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated
when numbers of dead animals exceed normal mortality rates as specified by the State
Veterinarian.
• Burial must be,done in accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance.
• Mass burial sites are subject to additional permit conditions(refer to facility's animal
waste management system permit).
• In the event of imminent threat of a disease emergency,the State Veterinarian may enact
additional temporary procedures or measures for disposal according to G.S. 106-399.4.
Signature of Farm Owner/Manager Date
Signature of Technical Specialist Date

Operator: ________ ________ ________ ________;Bobby Sholar
County:__ ________ ________ ________ ________=Duplin
Date-__ ________ ________ ________ ________ 05/04/05
Dist.to nearest residence (other than owner): 0 ft.
sows (farrow to finish):===
sows (farrow to feeder):eder):___
head (finishing only):===__ ________ ________, 3672
sows (farrow to wean):===__
head (wean to feeder):===__ ________ ________ 0
Ave. Live Weight for other operations(lbs.)=>
Storage volume for sludge accum. (cu. ft.):=>
Treatment Volume (min. 1 cu. ft./Ib.)===____> 1.0
25 Year- 24 Hour Rainfall (in.)===_________> 7.5
Rainfall in excess of evaporation (in.)===__> 7.0
Drainage area of buildings & lots (sq. ft.)=>
Volume of wash water (gal lons/day)====______>
Temporary storage period (days)_____________> 180
Freeboard (ft.):____________________________> , 0
Side slopes (inside lagoon):________________> 3.0 : 1
Inside top length (ft.):____________________> 315.0
Inside top width (ft.):_____________________> 320.0
Top of dike elevation (ft.):________________> 50.0
Bottom of lagoon elevation (ft.):==_________> 38.0
Seasonal high water table(SHWT) elev.(ft.).=> 43A
Total required volume:===== 738578 cu. ft.
Actual design volume:====_= 857109 cu. ft.
Stop pumping el.(> or= to 43.4 ft.SHWT)> 45.0 ft.
(> or= to 44.0 ft.Min.)
Required minimum treatment volume- 495720 cu. ft.
Volume at stop pumping elevation: 498141 cu. ft.
Start pumping > 48.3 ft.
Volume at start pumping elevation: 790102 cu. ft.
Actual volume less 25yr-24hr rain: 794109 cu. ft.
NOTE: Verify that temp. storage is adequate:
Req. volume to be pumped:====> 179858 cu. ft.
Actual volume to be pumped:==> 291961 cu. ft.
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NAME: - Bobby Sho | ar
PAGE 2
ADDRESS:
TYPE AND SIZE 3-1224
OF OPERATION Murphy Houses
-ASS IV
DESIGNED BY M. E. Su3g
DATE 6/13/90
APPROVED BY
DATE
PERMANENT STORAGE
3672 Ho8s x 135 / bs per hog 1 Cu Ft per | b . 495720 Cu Ft '~
TEMPORARY STORAGE
495720 | bs of animal x 1 .35 cu. ft . of waste per day 12O460 Cu Ft ^/'
per 1000 | bs of animal wt . x 180 days
RAINFALL LESS EVAPORATION _>0r ' jz , /suS,^
7 " X 100800 sq . ft . surface area per 12"per ft 58800 Cu Ft
LL - 25 YR. 1 DAY STORM
yx 100800 sq . ft , of surface area per 12" per ft . 63000 Cu Ft L/~�
TOTAL STORAGE NEEDED 737980 Cu Ft
27333 Cu Yds
TOTAL STORAGE AVAILABLE 761940 Cu Ft
28220 Cu Yds
AMOUNT OF FILL DIKE 148188 Cu Ft
PAD 305373 Cu Ft
---------
TOTAL 453561 Cu Ft
SETTLEMENT 10% 45356 Cu Ft
---------
_ TOTAL AMOUNT OF FILL 498917 Cu Ft
` 18478 Cu Yds
�r+
�
CUT TO FILL RATIO TOTAL EXCAVATION 57930 Cu Ft Q—/
. { 21457 Cu Yds
� �
'
/W3 /Dc -T� / d . DIKE'

'
PAGE 3
NAME:
OPERATION AND MAINTENANCE
. ois lagoon is designed for waste treatment with minimum odor
control . The time required for the planned fluid level to be
reached may vary due to soil conditions , flushing operations , and
the amount of fresh water added to the system.
Land application of waste water is recognized as an acceptable
method of disposal . Irrigation by center pivot , solid sot or
traveler is the preferred and most efficient method to dispose of
the effluent from the lagoon . Care should be taken when applying
waste to prevent damage to the crops and to prevent runoff from
the fie | ds .
The following items are to be carried out -
1 . Begin pump-out of the lagoon when fluid level reaches invert
of the outlet pipes or at a pre-determined elevation .
2. Stop pump-out before the lagoon depth is less than 6 feet
deep or at a pre-determined depth . (This prevents the loss of
favorable bacteria)
3. The recommended amount to apply per irrigation is one inch ,
and maximum recommended application rate is 0'5 inch per hour .
^ It / s recommended that the treatment / a800n be precharged to
2 its capacity to prevent excessive odors durinS beg inninS
stages of the operation . PrecharSin8 reduces the concentration of
the initial waste entering the lagoon thereby reducing odors .
Solids should he covered with water at all times .
5. Keep vegetation on the embankment and areas around the lagoon
and buildings mowed '
6. Repair any vroded areas and establish in vegetation .
7. The Clean Water Act of 1977 prohibits the discharge of
pollutants into waters of the United States . The Department of
Natural Resources and Community Development (DNRCD) , Wastewater
Management Section, has the responsibility for enforcing this
law.
S. A | | surface water is to be diverted from the lagoon to an
adequate and stable outlet .
CERTIFICATION:
I hereby certify that I understand the operation and maintenance
requirements stated above . Furthermore , I understand how many
acres are required / n order to land apply the waste and that
the lagoon may have to be pumped 2 or more times a year . This
design has been explained to me and I agree with all provisions
ited in the design . I also certify that there are no residence
. oer than mine or my tenants ' within 750 feet of this operation -
I understand that compliance with this design DOES NOT prevent
someone from i e because f nvis ance or other reasons .

NAME:
APAROXIMATE ANNUAL NITROGcW (N) AND PHOSPHORUS (P) PRvDUCTION
N: 86850 LB P: 25331 L8
TONS OF WASTE STORED: 7228
-EFORE ANY EFFLUENT IS APPLIED TO THE LAND IT SHOULD BE ANALYZED
TO DETERMINE THE EXACT NUTRIENT CONTENT. THE NCDA LABORATORY
IN RALEI8H PERFORMS WASTE ANALYSES. YOU SHOULD CONTACT
AGRONOMIC SERVICES DIVISION
NCDA, BLUE RIDGE ROAD CENTER
RALEIGH N.C. 27611
PHONE: [phone]
WHEN APPLYING THE EFFLUENT TO CROPLAND IT SHOULD BE DISK AND A
COVER CROP SEEDED OR A ROW CROP PLANTED TO PREVENT EROSION.
SOME OF THE EFFLUENT COULD BE USED FOR IRRIGATION PURPOSES
DURING THE GROWING SEASON.
LAND REQUIREMENTS FOR WASTE APPLICATION
3672 capacity Feeder to Finish operation :
Land Avai | . Land Required /c/44-
30.0 69.8 ac . of cropland planted to cor 1-
15.0 32.3 ac . of coastal bermudagrass Fe
0.0 26.4 ac . of coastal bermudaSrass��hay
10.0 51 .4 ac . of fescue--grazed by- w* �^
�
108.9 percent of land required is available
0 sow Farrow to Feeder operation :
Land Avail . Land Required
0 0.0 ac . of cropland planted to corn
0 0.0 ac . of coastal bermudaSrass--grazed
0 0.0 ac . of coastal bermuda8rass--hay
0 0.0 ac . of fescue--grazed
ERROR percent of land required is available
0 sow Farrow to Finish operation :
Land Avail . Land Required
0 0.0 ac . of cropland planted to corn
0 0.0 ac . of coastal bermudaSrass--grazed
0 0.0 ac . of coastal bermudaSrass--hay
0 0.Ciac . of fescue--grazed
ERROR percent of land required is available
BEGIN PUMPING THE EFFLUENT WHEN
THE FLUID LEVEL REACHES bottom of outlet pipe
------------------------------
DO NOT LOWER THE FLUID ANY
LOWER THAN 4 feet below outlet pipe
-------------------------
GALLONS TO TO BE PUMPED EVERY 6 MONTHS 1956965.3 gallons
.E EFFLUENT SHOULD BE APPLIED AT A RATE THAT WILL NOT CAUSE ANY
RUNOFF ONTO SURROUNDING AREAS OR LEACHING INTO THE GROUND WATER
RECOMMENDED APPPLICATION RATE IS 0.5 INCHES PER HOUR AND THE
MAXIMUM RECOMMENDED APPLICATION AMOUNT IS 1 INCH PER IRR8ATION

Y|AME:
. ' E PAG 5
S' EDIN8 SPECIFICATIONS
^9EA TO BE SEEDED 3 AC.
APPLY THE FOLLOWING
3000 LBS. 8-8-8 FERTILIZER
6 TONS DOLOMITIC LIMESTONE
300 BALES SMALL GRAIN STRAW
USE THE SEED MIXTURE
INDICATED
( ) 150 L8S. FESCUE GRASS
( ) 105 LBS. OATS
( ) 150 L8S. BAHIA GRASS
( ) J. LBS. WEEPING LOVE GRASS
x 36 LBS. HULLED BERMUDA 8RASS
/ ) 60 LBS. UNHULLED 8ERMUDA GRASS
ZF I_A�Odw '�64Cp 4-F Z-C p rr u»� ,� j �� / ��� .
DIVERT ALL WATER TO A STABLE OUTLET
THE NEAREST RESIDENCE IS 1200 FT.
1' .8.M. ELEVATION 50
DESCRIPTION Top of gate post hin8e 50 ' south of s t a F,0+00
VERY IMPORTANT - PLEASE READ CAREFULLY
THE LAGOON AND THE AREA AROUND THE HOG HOUSES MUST BE SEEDED WITH
EITHER A TEMPORARY OR PERMANENT GRASS, DEPENDING ON THE TIME OF THE
YEAR, WITHIN THIRTY (30) DAYS FROM THE TIME THE BUILDINGS ARE COM-
PLETED AND READY FOR USE. (NE RECDMMD TMAHAT THE LAGOON AREA, SIDE
SLOPES, DR'AINS AND ETC. . AS WELL AS THE SIDE SLOPES OF THE PAD DE
SEEDED WITHIN FIFTEEN ( 15 ) DAYS AFTER CONSTRUCTION. THE SOIL WILL
NOT DRY OUT AS MUCH IF SEEDED WITHIN THIS TIME FRAME WHICH WILL
�ESULT IN A MUCH BET
TER STAND OF GRASS. )

DEPTH [AREA OF TOP + AREA` OF BOTTOM + 4 X AREA OF MIDSECTION]
`/OLUME = --------- ----- _----_________________---- ---------_------
6.0 27
DEPTH [ L X W + L X W + 4 X L X W ]
"OLUME = --------- ---------------------------------------
6 27
10.0 [ 303 X 308 + 243 X 248 + 4 X 273 X 2781
VOLUME = --------- -------------------------------------------------
6.0 27
10.0 [ 4571641
VOLUME = --------- --------
6.0 27
761940.0 CU. FT.
VOLUME = ---------
27.0
VOLUME = 28220.0 CU.YDS.
100800.0 sq . ft .
737980.0 cu. ft . needed
SIDE SLOPES 3: 1
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U L ( �{^� -
Uc � �/� � ��'=_�
� ' PAGE 6
VOLUME = �PTH__ [AREA "P TOP + AREA OF SOTTOM + 4 .. AREA OF MIDSECTION]
-------------------------------------------------
6.0 27
_
DEPTH [ L X W + L X W + 4 X L X W ]
VOLUME = --------- ........ ... ............................
27
10.5 [ 289 X 307 + 226 X 244 + 4 X 258 X 2761
VOLUME = ---_---_- -------------------------------------------------
6.0 27
10.5 [ 4276321
VOLUME = --------- ---------
27
748356.0 CU. FT.
VOLUME = ---------
27.0
VOLUME = 27716.9 CU.YDS.
96019.0 sq . ft.
ERROR cu. ft . needed
SIDE SLOPES 3: 1
~_
4'J
-Y US (8
_

LAGOON SITE SOILS INVESTIGATION
PROJECT: /.3oBBY Sf1•�.a� �Zz N /�pp�T COUNTY:
FIELD INVESTIGATION BY: /lw DATE:
SITE SKETCH
Wp5b5
AEl
I'ZUPo SEA - �.
S I
BORING
DEPTH W BORING NUMBER AND PROFILE
SCALE
/' Z� /�wr •PA S9No Z'- /0 � i'w-f �
(9IQi9 Y � rtl/�Pk'a.�.� (7�oAtPE>N S9N0
� 5 "7z GocOCN ir1�/O
BORING/SAMPLING METHOD: f�,au«aE SIGNATURE: ��

-
Onerator:Bob Sholar County: Duplin Date: 10/19/94
Distance to nearest residence (other than owner) : 1500. 0 feet
1 . AVERAGE LIVE WEIGHT (ALW)
0 saws (farrow to finish) x 1417 lbs. = 0 lbs
0 sows (farrow to feeder) x 522 lbs. = 0 lbs
1224 head (finishing only) x 135 lbs. = 165240 lbs
0 sows (furrow to wean) x 433 lbs. = 0 lbs
0 head (wean to feeder) x 30 lbs. = 0 lbs
Describe other : : 0
Total Average Live Weight = 165240 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 165240 lbs. ALW x Treatment Volume (CF) /lb. ALW
Treatment Volume (CF) /lb. ALW = 1 CF/lb. ALW
Volume = 165240 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0. 0 cubic feet
4. TOTAL DESIGNED VOLUME
Inside top length (feet) --------------------- 235. 0
Inside top width (feet) ---------------------- 170. 0
Top of dike elevation (feet) ----------------- 104. 0
Bottom of lagoon elevation (feet) ------------ 93. 0
Frq§koard (feet) -----------------------------
Side slopes (inside lagoon) ------------------ 3. 0 : 1
Total design volume using prismoidal formula
SS/EN01 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3. 0 3. 0 3. 0 3. 0 229. 0 164. 0 10. 0
AREA OF TOP
LENGTH * WIDTH =
229. 0 164. 0 37556 (AREA OF TOP)
HREH OF BOTTOM
LENGTH * WIDTH =
169. 0 104. 0 17576 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
199. 0 134. 0 106664 (AREA OF MIDSECTION * 4)
CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
37556. 0 106664. 0 17576. 0 1. 7
Total Designed Volume Available = 269660 CU. FT"

5 TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
235. 8 170. 0 39950. 0 square feet
Buildings (roof and lot water)
0. 0 square feet Describe this area.
TOTAL DA 39950. 0 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Feces & urine production in gal. /day per 135 lb. ALW 1 . 37
Volume = 165240 lbs. ALW/135 lbs. ALW * 1. 37 gal/day 180 days
Volume = 301838 gals. or 40352. 7 cubic feet
5- 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 = 23304. 2 cubic feet

� Volume of 25 year - 24 hour storm
Volume = 7. 5 inches / 12 inches per foot * DA
Volume = 24968. 8 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 40353 cubic feet
5B. 0 cubic feet
5C. 23304 cubic feet
5D. 24969 cubic feet
TOTAL 88626 cubic feet
6. SUMMARY
Temporary storage period====================> 180 days
Rainfall in excess of evaporation===========> inches
25 year - 24 hour rainfall==================> nches
Freeboard===================================> eet
Side slopes=================================} 3. 0 : 1
Inside top length===========================> 235. 0 feet
Inside top width============================> 170. 0 feet
Top of dike elevation=======================> 104. 0 feet
Bottom of lagoon elevation==================> 93. 0 feet
Total required volume=======================> 253866 cu. ft. *
Actual design volume========================> 269660 cu. ft. *
Seasonal high watertable elevation (SHWT) ===> 0. 0 feet
Stop pumping elev. ==========================> 100. 1 feet *
Must be > or to the SHWT elev. ==========> 0. 0 feet
Must be > or = to min. req. treatment el. => 99. 0 feet
Required minimum treatment volume===========> 165240 cu. ft.
Volume 9t stop pumping elevation============> 170370 cu. ft.
Start pumping elev. =========================> 102. 1 feet *
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr. - 24 hr. rainfall==> 244691 cu. ft.
Volume at start pumping elevation===========> 236806 cu. ft.
Required volume to be pumped================> 63657 cu. ft. *
Actual volume planned to be pumped=======7==> 66436 cu. ft. *
Min. thickness- f soil-liner when required==> 1. 6 feet
7. DESIGNED BY: APPROVED BY:
DATE: /4�*^ DATE:"t
NOTE; SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:

OPERATION AND MAINTENANCE PLAN o"Uc / ^ "' c
------------------------------
This lagoon is designed for waste treatment (permanent storage) and
180 days of temporary storage. The time required for the planned
fluid level (permanent and temporary 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 25 year - 24 hour storm for the location.
The volume of waste generated from a given number of animals will be
fairly constant throughout the 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 an annual pumping cycle, but this storage
volume must always be available.
A maximum elevation is determined in each design to begin
pumping and this is usually the outlet invert of pipe (s) from
building (s) . If the outlet pipe is not installed at the elevation to
begin pumping , a permanent marker must be installed at this elevation
to indicate when pumping should begin. An elevation must be established
to stop pumping to maintain lagoon treatment depth.
Pumping can be started or stopped at any time between these two
elevations for operating convenience as site conditions permit, such as
weather, soils, crop, and equipment in order to apply waste without
runoff or leaching .
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 be carried out:
1 . It is strongly recommended that the treatment lagoon be pre
charged to 1/2 its capacity to prevent excessive odors during
start-up. Pre-charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids should be
covered with effluent at all times. When precharging is complete,
flush buildings with recycled lagoon liquid. Fresh water should not
be used for flushing after initial filling .
R. The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see attachment)
before land application.
3. Begin temporary storage pump-out of the lagoon when fluid level
reaches the elevation 102. 1 as marked by permanent marker. Stop pump-
out when the fluid level reaches elevation 100. 1 . This temporary
storage, less 25 yr- 24 hr storm, contains 63657 cubic feet or
476154 gallons.

SHEET 2 OF 2
4. The recommendc maximum amount to apply p irrigation is
one (1) inch and the recommended maximum application rate is 0. 3
inch per hour. Refer to the waste utilization plan for further details.
5. Keep vegetation on the embankment and areas adjacent to the
lagoon mowed annually. Vegetation should be fertilized as needed
to maintain a vigorous stand.
6. Repair any eroded areas or areas damaged by rodents and
establish in vegetation.
7. All surface runoff is to be diverted from the lagoon to stable
outlets.
S. 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 ditches. 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 property and public right-of-ways.
9. The Clean Water Act of 1977 prohibits the discharge of
pollutants into waters of the United States. The Department of
Environment, Health, and Natural Resources, Division of Environ-
mental Management, has the responsibility for enforcing this law.
_

SHEET 1 OF 2
SPECIFICATIO\ FOR CONSTRUCTION OF WASTE REATMENT LAGOONS
----------------------------------------------------------
FOUNDATION PREPARATION:
-----------------------
The foundation area of the lagoon embankment and building pad shall be
cleared of trees, logs, stumps, roots, brush, boulders, sod and rubbish.
Satisfactory disposition will 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. After stripping, the foundation area of the
lagoon embankment and building pad shall be thoroughly loosened prior
to placing the first lift of fill material to get a good bond.
EXCAVATION AND EARTHFILL PLACEMENT:
-----------------------------------
The completed excavation and earthfill shall conform to the lines,
grades, and elevations shown on the plans. Earthfill material shall
be free of material such as sod, roots, frozen soil , stones over
6 inches in diameter, and other objectionable material. To the extent
they are suitable, excavated materials can be used as fill . The fill
shall be brought up in approximately horizontal layers not to exceed 9
inches in thickness when loose and prior to compaction. Each layer
will be compacted by complete coverage with the hauling and spreading
equipment or standard tamping roller or other equivalent method.
Compaction will be considered adequate when fill material is observed
to consolidate to the point that settlement is not readily detectible.
NOTE THE SPECIAL REQUIREMENTS FOR PLACEMENT OF LINERS IN THE LINER
SECTION OF THIS SPECIFICATION. The embankment of the lagoon shall be
installed using the more impervious materials from the required
excavations. Construction of fill heights shall include 5 percent for
settlement. Dikes over 15 feet in height and with an impoundment
capacity of 10 acre-feet or more fall under the jurisdiction of the NC
Dam Safety Law. The height is defined as the difference in elevation
from the constructed height to the downstream toe of the dike.
Precautions shall be taken during construction to prevent excessive
erosion and -sedimentation.
LINER: THE MINIMUM REQUIRED THICKNESS SHALL BE 1. 6 ft.
-.................... -------------------------------------------------
NDTE: LINERS (PARTIAL OR FULL) ARE REQUIRED WHEN THE ATTACHED SOILS
INVESTIGATION REPORT SO INDICATES OR WHEN UNSUITABLE MATERIAL IS
ENCOUNTERED DURING CONSTRUCTION. A TYPICAL CROSS SECTION OF THE LINER
IS INCLUDED IN THE DESIGN WHEN LINERS ARE REQUIRED BY THE SOILS REPORT.
When areas of unsuitable material are encountered, they will be over-
excavated below finish grade to the specified depth as measured
perpendicular to the finish grade. The foundation shall be b8[kfilled
as specified to grade with a SCS approved material (ie - CL, SC, CH) .
Q[F[K TO THE SOILS INVESTIGATION INFORMATION IN THE PLANS FOR SPECIAL
CONSIDERATIONS.

SHEET 2 OF 2
Soil liner materin shall come from an approv borrow area. The
minimum water content of the liner material shall be optimum moisture
content which relates to that moisture content when the soil is kneaded
in the hand it will form a ball which does not readily separate. Water
shall be added to borrow as necessary to insure proper moisture content
during placement of the liner. The moisture content of the liner
material shall not be less than optimum water content during placement.
The maximum water content relates to the soil material being too wet
for efficient use of hauling equipment and proper compaction. Proper
compaction of the liner includes placement in 9 inch lifts and
compacted to at least 90 percent of the maximum ASTM D698 Dry Unit
Weight of the liner material. When smooth or hard, the previous lift
shall be scarified and moistened as needed before placement of the next
lift.
The single most important factor affecting the overall compacted perme-
ability of a clay liner, other than the type of clay used for the
liner, is the efficient construction processing of the compacted liner.
The sequence of equipment use and the routing of equipment in an estab-
lished pattern helps assure uniformity in the whole placement and
compaction process. For most clay soils, a tamping or sheepsfoot
roller is the preferable type 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 are synthetic liners and bentonite sealant.
When these are specified, additional construction specifications are
included with this Construction Specification.,
CUTOFF TRENCH:
--------------
A cutoff trench shall be constructed under the embankment area when
shown on a typical cross section 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 pad to 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 outside toe of slope of the dike. The tile
trench shall be backfilled and compacted with good material such as
SC, CL, or CH.

SEEDING SPECIFICAl ' `NS
------------------ --
AREA TO BE SEEDED: 3. 0 ACRES
USE THE SEED MIXTURE INDICATED AS FOLLOWS:
180. 0 LBS. FESCUE GRASS AT 60 LBS. /ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: 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' BWHIA GRASS AT 60 LBS. /ACRE
(SEE FOOTNOTE NO. 1)
SEEDING DATES: MARCH 15 TO JUNE 15
0. 0 LBS. HULLED COMMON BERMUDA GRASS AT 8 LBS. /ACRE
(SUITED FOR 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
120. 0 LBS. RYE GRASS AT 40 LBS. /ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
LBS.
APPLY THE FOLLOWING:
3000. 0 LBS. OF 10-10-10 FERTILIZER ( 1000 LBS. /ACRE)
6. 0 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
300. 0 BALES OF SMALL GRAIN STRAW (100 BALES/ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE
ALL DISTURBED AREA IMMEDIATELY AFTER EARTH MOVING IS COMPLETED.
APPLY LIME AND FERTILIZER THEN DISK TO PREPARE A 3 TO 4 INCH
SMOOTH SEEDBED. APPLY SEED AND FIRM SEEDBED WITH A CULTIPACKER
OR SIMILAR EQUIPMENT. APPLY MULCH AND SECURE WITH A MULCH
ANCHORING TOOL OR NETTING.
1. PENSACOLA BAHIAGRASS IS SLOWER TO ESTABLISH THAN COMMON
BERMUDA GRASS. WHEN USING BAHIA, IT IS RECOMMENDED THAT 8
LBS. /ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER
UNTIL BAHIAGRASS 16 ESTABLISHED.

'
-
. ^
,Ve-U
3p .tor:Bobby Sholar RedesCounty: Duplin Date: 08/04/95
/1stance to nearest residence (other than owner) : 1500. 0 feet
.. AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish) x 1417 lbs. = 0 lbs
0 sows (farrow to feeder) x 522 lbs. = 0 lbs
1224 head (finishing only) x 135 lbs. = 165240 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 Hverage Live Weight = 165240 lbs
. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 165240 lbs. ALW x Treatment Volume (CF) /lb. ALW
Treatment Volume (CF) /lb. ALW = 1 CF/lb. ALW
Volume = 165240 cubic feet
. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0. 0 cubic feet
. TUTAL DESIGNED VOLUME
Inside top length (feet) --------------------- 300. 0
Inside top width (feet) ---------------------- 157. 0
Top of dike elevation (feet) ----------------- 104. 0
Bottom of lagoon elevation (feet) ------------ 94. 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. 0 294. 0 151 . 0 8. 5
AREA OF TOP
LENGTH * WIDTH =
294. 0 151. 0 44394 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
243. 0 100' 0 24300 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
268. 5 125. 5 134787 (AREA OF MIDSECTION * 4)
CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
44394. 0 134787. 0 24300. 0 1. 4
Total Designed Volume Available = 288265 CU. FT.

. .
, |EMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
300. 0 157. 0 47100. 0 square feet
Buildings (roof and lot water)
0. 0 square feet Describe this area.
TOTAL DA 47100. 0 square feet
Design temporary storage period to be 180 days.
A. Volume of waste produced
Feces & urine production in gal. /day per 135 lb. ALW 1. 37
Volume = 165240 1bs, ALW/135 1bs. ALW * 1. 37 gal/day 180 Uays
Volume = 301838 gals. or 40352. 7 cubic feet
.�. 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
C. 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 = 27475. 0 cubic feet

.
�J. Volume of 25 year - 24 hour storm
Volume = 7. 5 inches / 12 inches per foot * DO
Volume = 29437. 5 cubic feet
101AL REQUIRED TEMPORARY STORAGE
5% 40353 cubic feet
5B. 0 cubic feet
5C. 27475 cubic feet
5D. 29438 cubic feet
TOTAL 97265 cubic feet
. SUMMARY
Temporary storage period------==> 180 days
Rainfall in excess of evaporation===—=====> 7 0 inches
25 year - 24 hour rainfall==================> nches
=> (0tieet
Side 3. 0 : 1
Inside top 300. 0 feet
inside top width============================> 157. 0 feet
Top of dike elevation=======================> 104. 0 feet
Bottom of lagoon elevation------) 94. 5 feet
Total required volume===—=================> 262505 cu. ft. *
Actual design volume========================> 288265 cu. ft. *
Seasonal high watertable elevation (SHWT) ===> 100. 0 feet
Stop pumping 100. 5 feet *
Must be > or = to the SHWT elev" z=========> 100. 0 feet
Must be > or = to min. req. treatment el. => 100. 5 feet
-
Required minimum treatment volume===========> 165240 cu. ft.
Volume at stop pumping elevation============> 185436 cu. ft.
Start pumping 102. 2 feet *
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr. - 24 hr. rainfall==> 258827 cu. ft.
Volume at start pumping elevation===========> 253598 cu. ft.
Required volume to be pumped================> 67828 cu. ft. *
Actual volume planned to be pumped==========> 68162 cu. ft. *
Min. thickness of soil liner when required—) 1. 4 feet
DESIGNED BY: APPROVED BY:�J `�L�X��~�^�'��~~= ^
/
DATE: DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:

. . SHEET 1 OF 2
UPERAT~'\N AND MAINTENANCE PLAN
------ ----------------------
This lagoon is designed for waste treatment (permanent storage) and
180 days of temporary storage. The time required for the planned
fluid level (permanent and temporary 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 25 year - 24 hour storm for the location.
The volume of waste generated from a given number of animals will be
fairly constant throughout the year and from year to year, but eycess
rainfall will vary from year to year. The 25 year rainfall will not
be a factor to consider in an annual pumping cycle, but this storage
volume must always be available. -
A maximum elevation is determined in each design to begin
pumping and this is usually the outlet invert of pipe (s) from
building (s) . If the outlet pipe is not installed at the elevation to
begin pumping, a permanent marker must be installed at this elevation
to indicate when pumping should begin. An elevation must be established
to stop pumping to maintain lagoon treatment depth.
Pumping can be started or stopped at any time between these two
elevations for operating convenience as site conditions permit, such as
weather, soils, crop, and equipment in order to apply waste without
runoff or leachiny.
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 be carried out:
I . It is strpngly recommended that the treatment lagoon be pre-
charged to 1/2 its capacity to prevent excessive odors during
start-up. Pre-charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids should be
covered with effluent at all times. When precharging is complete,
flush buildings with recycled lagoon liquid. Fresh water should not
be used for flushing after initial filling.
2. The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see attachment)
before land application.
3. Begin temporary storage pump-out of the lagoon when fluid level
reaches the elevation 102. 2 as marked by permanent marker. Stop pump
out when the fluid level reaches elevation 100. 5 . This temporary
storage, less 25 yr- 24 hr storm, contains 67828 cubic feet or
507351 gallons.

. SHEET 2 OF 2
4. The recommended maximum amount to apply per irrigation is
one (1) inch and the recommended maximum application rate is 0. 3
inch per hour. Refer to the waste utilization plan for further details.
5. Keep vegetation on the embankment and areas adjacent to the
lagoon mowed annually. Vegetation should be fertilized as needed
to maintain a vigorous stand.
G. Repair any eroded areas or areas damaged by rodents and
establish in vegetation.
7. All surface runoff is to be diverted from the lagoon to stable
outlets.
S. 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 ditches. 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 property and public right-of-ways.
9. The Clean Water Act of 1977 prohibits the discharge of
pollutants into waters of the United States. The Department of
Environment, Health, and Natural Resources, Division of Environ-
menta1 Management, has the responsibility for enforcing this law.
-

. .
SHEET 1 OF 2
SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
---------------------------------------------------'------
FOUNDATION PREPARATION:
-----------------------
The foundation area of the lagoon embankment and building pad shall be
cleared of trees, Iogs, stumps, roots, brush, boulders, sod and rubbish.
Satisfactory disposition will be made of all debris. The topsoil from
the lagoon and pad area should be stripped and stockpiled for use aD
the dike and pad areas. After stripping, the foundation area of the
lagoon embankment and building pad shall be thoroughly loosened prior
to placing the first lift of fill material to get a good bond.
EXCAVATION AND EARTHFILL PLACEMEN[ :
-----------------------------------
The completed excavation and earthfill shall conform to the lines,
grades, and elevations shown on the plans. Earthfill material shall
be free of material such as sod , roots, frozen soil , stones over
6 inches in diametery and other objectionable material. To the extent
they are suitable, excavated materials can be used as [ill. The fill.
shall be brought up in approximately horizontal layers not tu exceed 9
inches in thickness when loose and prior to compaction. Each layer
will be compacted by complete coverage with the hauling and spreading
equipment or standard tamping roller or other equivalent method.
Compaction will be considered adequate when fill material is observed
to consolidate to the point that settlement is not zeadily detectible.
NOTE THE SPECIAL REQUIREMENTS FOR PLACEMENT OF LINERS IN THE LINER
SECTION OF THIS SPECIFICATION. The embankment of the lagoon shall be
installed using the more impervious materials from the required
excavations. Construction of fill heights shall inc'lude 5 percent for
settlement. Dikes over 15 feet in height and with an impoundment
capacity of 10 acre-feet or more fall under the jurisdiction of the NC
Dam Safety Law. The height is defined as the difference in elevation
from the constructed height to the downstream toe of the dike.
�
Precautions shall be taken during construction to prevent excessive
erosion and sedimentation.
LINER: THE MINIMUM REQUIRED 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
ENCOUNTERED DURING CONSTRUCTION. A TYPICAL CROSS SECTION OF THE LINER
IS INCLUDED IN THE DESIGN WHEN LINERS ARE REQUIRED BY THE SOILS REPORT.
When areas of unsuitable material are encountered, they will be over-
excavated below finish grade to the specified depth as measured
perpendicular to the finish grade. The foundation shall be backfilled
as specified to grade with a SCS approved material (ie - CL, SC, CH) .
REFER TO THE SOILS INVESTIGATION INFORMATION IN THE PLANS FOR SPECIAL
CONSIDERATIONS.

^
' SHEET 2 OF 2
Soil liner material shall come from an approved borrow area. The
minimum water content of the liner material shall be optimum moisture
/- content which relates to that moisture content when the soil is kneaded
in the hand it will form a ball which does not readily separate. Water
shall be added to borrow as necessary to insure proper moisture content
duping placement of the liner. The moisture content of the liner
material shall not be less than optimum water content during placement.
The maximum water content relates to the soil material being too wet
for efficient use of hauling equipment and proper compaction. Proper
compaction of the liner includes placement in 9 inch lifts and
compacted to at least 30 percent of the maximum ASTM D698 Dry Unit
Weight of the liner material. When smooth or hard, the previous lift
shall be scarified and moistened as needed before placement of the next
lift.
The single most important factor affecting the overall compacted perme-
ability of a clay liner, other than the type of clay used for the
liner, is the efficient construction processing of the compacted liner.
The sequence of equipment use and the routing of equipment in an estab-
lished pattern helps assure uniformity in the whule placement and
compaction process. Fur most clay soils, a tamping or sheepsfoot
roller is the preferable type of compaction equipment.
The sail liner Shall be protected from the discharge Of waste outlet
pipes. This can be done by using some type of enepgy 6issipator (rocks)
or using flexible outlets on waste pipes.
Alternatives to soil liners are synthetic liners and beOtonite sealant.
—` Whe: these are spooified, additional eonstructiun speci[ications are
included with this Construction Specification.
CUTOFF TRENCH;
--------------
A cutoff trench shall be constructed under the embankment area when
shown on a typical cross section 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 he 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 pad to 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
af 10 feet beyond the outside toe of slope of the dike. The tile
trench shall be backfilled and compacted with good material such as
SC, CL, or CH.

^ .
SEECV.HG SPECIFICA7IO�S
---� ----------------
,REA TO BE SEEDED: 3. 0 ACRES
/SP' THE SEED MIXTURE INDICATED AS FOLLOWS:
180. 0 LBS. FESCUE GRASS AT 60 LBS. /ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: 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
0. 0 LBS. HULLED COMMON BERMUDA GRASS AT 8 LBS. /ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES, APRIL t TO JULY 31
0. 0 LDS. UNHULLED COMMON BERMUDA GRASS AT 10 LBS. /ACRE
SEEDING DATES: JANUARY 1 TO MARCH 30
120. 0 LDS. RYE GRASS AT 40 LBS. /ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
?PLY THE FOLLOWING:
. j0. 0 LDS. OF 10-10-10 FERTILIZER (1000 LBS. /ACRE)
6. 0 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
300. 0 BALES OF SMALL GRAIN STRAW (100 BALES/ACRE)
-L SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE
-L DISTURBED AREA IMMEDIATELY AFTER EARTH MOVING IS COMPLETED.
PPLY LIME AND FERTILIZER THEN DISK TO PREPARE A 3 TO 4 INCH
lOOTH SEEDBED. APPLY SEED AND FIRM SEEDBED WITH A CULTIPACKER
A SIMILAR EQUIPMENT. APPLY MULCH AND SECURE WITH A MULCH
1CHURING TOOL OR NETTING.
. PENSACOLA BAHIAGRASS IS SLOWER TO ESTABLISH THAN COMMON
BERMUDA GRASS. WHEN USING BAHIA, IT IS RECOMMENDED THAT 8
L8S. /ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER
UNTIL BAHIAGRAGS IS ESTABLISHED.
_

XISTING HOUSE INV EL = 102.
013
r - NEW
N 48
E 5C
01
o
0
014 15' P4 r
L 1 m o :
�j
r
oo.
ti4, x 8,
L
SPLASH PAD © `:��� 95� 8" PVC
L60& ELEVATION DA11 A IRVE BOLDG
TOP OF DIKE EL = 104.00 INV 01AGO(
FINISHED BOTTOM EL//= 94.50
START PUMP EL = Y02.20 LOW END OF
STOP PUMP EL = 700"50 SUBGRADE E.
0
i
100' SEP AR.
FROM-PUMP
0
L 5
s �
i
T
L3 �
017
016
s
06
_CONTROL POINT #2
N 4567.5068
E 4967.8033
s� � EL 101.07