310772_Permit Renewal Application 2019_20190410

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, 2019, the North Carolina State Non-Discharge General Permits for Animal Waste Management Systems will
expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these State
Non-Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore, all applications
must be received by the Division of Water Resources by no later than April 3,2019.
Please do not leave any question unanswered. Please verify all information and make any necessary corrections below.
Application must be signed and dated by the Permittee.
1. Farm Number: 31-0772 Certificate Of Coverage Number: AWS310772
2. Facility Name: Enrol Quinn
3. Landowner's Name(same as on the Waste Management Plan): Errol B Quinn
4. Landowner's Mailing Address: 195 J B Stroud Rd
City: Magnolia State: NC Zip: 28453-8749
Telephone Number: 910-289-7660 Ext. E-mail:
5. Facility's Physical Address: 187 Hamlinton Rd
City: Magnolia State: NC Zip: 28453
6. County where Facility is located: Duplin
7. Farm Manager's Name(if different from Landowner):
g, Farm Manager's telephone number(include area code):
9. Integrator's Name(if there is not an Integrator,write"None"): Prestage Farms Inc
10. Operator Name(OIC): Errol B.Quinn Phone No.: 910-289-7660 OIC#: 22410
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 2,580
Operation Types:
Swine Cattle Dry Poultry Other Types
Wean to Finish Dairy Calf Non Laying Chickens Horses-Horses
Wean to Feeder Dairy Heifer Laying Chickens Horses-Other
Farrow to Finish Milk Cow Pullets Sheep-Sheep
Feeder to Finish Dry Cow Turkeys Sheep-Other
Farrow to Wean Beef Stocker Calf Turkey Pullet
Farrow to Feeder Beef Feeder
Boar/Stud Beef Broad Cow Wet Poultry
Gilts Other Non Laying Pullet
Other Layers

13. Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary
corrections and provide missing data.)
Estimated Liner Type Estimated Design Freeboard
Structure Date (Clay,Synthetic, Capacity Surface Area "Redline"
Name Built Unknown) (Cubic Feet) (Square Feet) (Inches)
8-10 �C=i' r�°4 %,�4t i -'� 778,408.00 19.50
e �'1 14 k 4,.
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application
as required by NC General Statutes 143-215.1OC(d)to the 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,waste transfers,etc.)
As a second option to mailing paper copies of the application package, you can scan and email one signed copy of the
application and all the CAWMP items above to: [e-mail]

I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included,this application package will be returned to me as incomplete.
Note: In accordance with NC General Statutes 143-215.6A and 143-215.613, any person who knowingly makes any false statement,
representation, or certification in any application may be subject to civil penalties up to $25,000 per violation. (18 U.S.C.
Section 1001 provides.a punishment by a fine of not more than $10,000 or imprisonment of not more than 5 years, or both for
a similar offense.)
Printed Name of Signing Official (Landowner, or if multiple Landowners all landowners should sign. If Landowner is a
corporation,signature should be by a principal executive officer of the corporation):
Name: Title: �`� y
Signature: Date:
Name: Title:
Signature: Date:
Name: Title:
Signature: Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh,North Carolina 27699-1636
Telephone number:[phone]
E-mail:[e-mail]
FORM: RENEWAL-STATE GENERAL 02/2019

„qua'�iri�SrA7f`y”.
ROY COOPER ]
MICHAEL S.REGAN
LINDA CULPEPPER NORTH CAROLINA
Uirectar Environmental Quality
February 27,2019
Errol B Quinn
Errol Quinn
195 J B Stroud Rd
Magnolia,NC 28453-8749
Subject: Application for Renewal of Coverage for Expiring State General Permit
Dear Permittee:
Your facility is currently approved for operation under one of the Animal Waste Operation State Non-Discharge General Permits,
which expire on September 30, 2019. Copies of the new animal waste operation State Non-Discharge General Permits are available
at ems•//dea nc gov/about/divisions/water resources/water-quality-regional-operations/afo or by writing or calling:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh,North Carolina 27699-1636
Telephone number:[phone]
In order to assure your continued coverage under. the State Non Discharge General Permits You must submit an application for
permit coverage to the Division Enclosed you will find a "Request for Certificate of Coverage Facility Currently Covered by an
Expiring State Non Discharge General Permit." The application form must be completed signed and returned by Andul 019•
Please note that you must include one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with the
completed and signed application form. A list of items included in the CAWMP can be found on page 2 of the renewal
application form.
Failure to request renewal of your coverage under a general permit within the time period specified may result in a civil penalty.
Operation of your facility without coverage under a valid general permit would constitute a violation of NCGS 143-215.1 and could
result in assessments of civil penalties of up to$25,000 per day.
If you have any questions about the State Non-Discharge General Permits, the enclosed application, or any related matter please feel
free to contact the Animal Feeding Operations Branch staff at 919-707-9100.
Sincerely,
Jon Risgaard,Section Chief
Animal Feeding Operations and Groundwater Section
Enclosures
cc(w/o enclosures): Wilmington Regional Office,Water Quality Regional Operations Section
Duplln County Soil and Water Conservation District
AFOG Section Central Files-AWS310772
Prestage Farms Inc
North Carona Department of Err rcnrrante C ty I D v_:-Dn of ti ester Resources
T�_ 512 N.Ss'-bury St.I i82S h'a`. a rvioe C rt_: 15a lortA Ca o`ra 27696-1S3a
: 918.707.3DD0

y� /V
i Nutrient Management Plan For Animal Waste Utilization to
10-14-2005
This plan has been prepared for: This plan has been developed by:
Erroll Quinn Farm31772 Billy W Houston J_
Erroll Quinn Duplin Soil& Water Conservation
195 JB Stroud Rd PO Box 219
Magnolia, NC 28453 Kenansville, NC 28349
910-289-7660 910-296-2120
Developer Signature
Type of Plan: Nutrient Management with Manure Only
Owner/Manager/Producer Agreement
I(we) understand and agree to the specifications and the operation and maintenance procedures
established in this nutrient management.plan which includes an animal waste utilization plan for
the farm named above. I have read and understand the Required Specifications concerning animal
waste management that are included with this plan.
Signature(owner) Date
Signature(manager or producer) Date j
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 j
Conservation Commission. I
t
1
Plan Approved By: �• n,� ,,
Technical Specialist Signature Date
-- ---- --- - .
500005 Database Version 3.1 Date Printed: 10-14-2005 Cover Page 1
i

Nutrients applied in accordance with this plan will be supplied from the following
source(s):
Commercial Fertilizer is not included in this plan.
S7 Swine Feeder-Finish Lagoon Liquid waste generated 2,391,660 gals/year by a 2,580
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 5 509
Incorporated 9460
Injected 10418
Irrigated 5988
Max. Avail. Actual PAN PAN Surplus/ Actual Volume Volume Surplus/
PAN (lbs) * Applied(lbs) Deficit(lbs) Applied (Gallons) Deficit (Gallons)
Year 1 , 6,081 7533 -1,452 2,971,764 -580,104
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.
500005 Database Version 3.1 Date Printed: 10-14-2005 Source Page Page 1 of 1

Narrative
The Acres Used In This WUP Are Based On A Wetted Acres Footprint Completed By Billy Houston
DSCT On 4/25/02.
500005 Database Version 3.1 Date Printed: 10-14-2005 Narrative Page 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, as well as the crop's P205 Removal Rate. The Leaching Index(LI)and the Phosphorous Loss Assessment
Tool (PLAT)Rating are also provided for each field,where available.
If a field's PLAT Rating is High, any planned manure application is limited to the phosphorous removal rate of the harvested plant
biomass for the crop rotation or multiple years in the crop sequence. Fields with a Very High PLAT Rating should receive no
additional applications of manure. Regardless of the PLAT rating, starter fertilizers may be recommended in accordance with North
Carolina State University guidelines or recommendations. The quantity of P205 applied to each crop is shown in the following table if
the field's PLAT rating is High or Very High.
Planned Crops Summary
Total Useable Plat P205
Acres Removal Applied
Tract Field Acres Rating Ll Soil Series Crop Sequence RYE (Ibs/acre) (lbs/acre)
70895 PI 4.36 4.36 Low N/A Autryville Small Grain Overseed 1.0 Tons 15 N/A
Hybrid Bermudagrass Pasture 5.5 Tons 7 N/A
70895 P2 4.57 4.57 Low N/A Autryville Small Grain Overseed 1.0 Tons 15 N/A
Hybrid Bermudagrass Pasture 5.5 Tons 7 N/A
70895 P3 4.86 4.86 Low N/A Autryville Small Grain Overseed 1.0 Tons 15 N/A
Hybrid Bermudagrass Pasture 5.5 Tons 7 N/A
70895 P4 1.50 1.50 Low N/A Autryville Small Grain Overseed 1.0 Tons 15 N/A
Hybrid Bermudagrass Pasture 5.5 Tons 7 N/A
70895 P5 3.27 3.27 Low N/A Autryville Small Grain Overseed LO Tons 15 N/A
Hybrid Bermudagrass Pasture 5.5 Tons 7 N/A
70895 P6 2.82 2.82 Low N/A Autryville Annual Ryegrass-Pasture 1.2 Tons 2 N/A
Pearl Millett,Pasture 5.0 Tons 7 N/A
70895 P7 0.92 0.92 Low N/A Autryville Annual Ryegrass-Pasture 1.2 Tons 2 N/A
Pearl Millen,Pasture 5.0 Tons 7 N/A
70895 P8 3.26 3.26 Low N/A Autryville Small Grain Overseed 1.0 Tons 15 N/A
Hybrid Bermudagrass Pasture 5.5 Tons 7 N/A
70895 P9 4.011 4.01 Low N/A Autryville Small Grain Overseed 1.0 Tons 15 N/A
Hybrid Bermudagrass Pasture 5.5 Tons 7 N/A
PLAN"TOTALS: 29.57 29.57
500005 Database Version 3.1 Date Printed 10/14/2005
PCS Page Page I of 2
NOTE: Symbol * means user entered data.

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 soluble Nutrient Management(590)should be planned.
nutrient leaching below the root zone.
<= 10
High potential to contribute to soluble Nutrient Management(590)should be planned. Other conservation practices that improve the soils
nutrient leaching below the root zone. available water holding capacity and improve nutrient use efficiency should be considered. Examples
> 10 are Cover Crops(340)to scavenge nutrients,Sod-Based Rotations(328),Long-Term No-Till(778),
and edge-of-field practices such as Filter Strips(393)and Riparian Forest Buffers(391).
PLAT Index Rating P Management Recommendation
0-25 Low No adjustment needed;N based application
25-50 Medium No adjustment needed;N based application
51 - 100 High Application limited to crop P removal
> 100 Very High Starter P application only
500005 Database Version 3.1 Date Printed 10/14/2005
PCS Page Page 2 of 2
NOTE: Symbol * means user entered data.

.aste 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
-.,c nutrients being produced. The plan requires consideration of the realistic yields of the crops to be grown,their nutrient requirements,and proper timing of applications to
maximize nutrient uptake.
This table provides an estimate of the amount of nitrogen required by the crop being grown and an estimate of the nitrogen amount being supplied by manure or other by-products;
commercial fertilizer and residual from previous crops. An estimate of the quantity of solid and liquid waste that will be applied on each field in order to supply the indicated quantity
of nitrogen from each source is also included. A balance of the total manure produced and the total manure applied is included in the table to ensure that the plan adequately provides
for the utilization of the manure generated by the operation.
Waste Utilization Table Year 1
Nitrogen Comm. Res. Manure liquid Solid Liquid Solid
PA Fert. (Ibs/A) PA ManureA Manure Manure Manure
Nutrient Nutrient NutrientA pplied Applied Applied Applied
Req'd Applied pplied (acre) (acre) (Field) (Field)
(Ibs/A) (lbs/A) (Ibs/A)
Source Total Use. Applic. Applic. 1000
Tract Field ID Soil Series Acres Acres Crop RYE Period N N N Method N gal/A Tons 1000 gals tons
70895 P1 S7 Autryville 4.36 4.36 Small Grain Overseed LO Tons 10/1-3/31 50 0 0 Afr.I
50 11.48 0.00 50.05 0.00
70895 P1 S7 Autryville 4.36 4.36 Hybrid Bermudagrass Pasture 5.5 Tons *3/1-10/31 *206 0 0 brig. 206 82.29 0.00 358.76 0.00
70895 P2 S7 Autryville 4.57 4.57 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 brig. 50 19.97 0.00 91.27 0.00
70895 P2 S7 Autryville 4.57 4.57 Hybrid Bermudagrass Pasture 5.5 Tons *3/1-10/31 *206 0 0 Irrig. 2016 82.29 0.00 376.04 0.00
70895 P3 S7 Autryville 4.86 4.86 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 19.97 0.00 97.06 0.00
70895 P3 S7 Autryville 4.86 4.86 Hybrid Bermudagrass Pasture 5.5 Tons *3/1-10/31 *206 0 0 Irrig. 206 82.29 0.001 399.90 0.00
70895 P4 S7 Autryville 1.50 1.50 Small Grain Overseed LO Tons 10/1-3/31 50 0 0 Irrig. 50 19.97 0.00 29.96 0.00
70895 P4 S7 Autryville 1.501 1.50 Hybrid Bermudagrass Pasture 5.5 Tons *3/1-10/31 *206 0 0 Irrig, 206 82.29 0.00 123.43 0.00
70895 P5 S7 Autryville 3.27 3.27 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 19.97 0.00 65.31 0.00
70895 115 S7 Autryville 3.27 3.27 Hybrid Bermudagrass Pasture 5.5 Tons *3/1-10/31 *206 0 0 Irrig. 206 82.29 0.00 269.07 0.00
70895 P6 S7 Autryville 2.82 2.82 Annual Ryegrass-Pasture 1.2 Tons 8/15-5/15 44 0 0 Irrig, 44 17.58 0.00 49.56 0.00
70895 P6 S7 Autryville 2.82 2.82 Pearl Millett,Pasture 5.0 Tons 4/1-9/15 202 0 0 Irrig. 202 80.69 0.00 227.54 0.00
70895 P7 S7 Autryville 0.92 0.92 Annual Ryegrass-Pasture 1.2 Tons 8/15-5/15 44 0 0 Irrig. 44 17.58 0.00 16.17 0.00
70895 117 S7 Autryville 0.92 0.92 Pearl Millett,Pasture 5.0 Tons 4/1-9/15 202 0 0 Irrig. 202 80.69 0.00 74.23 0.00
70895 118 1 S7 Autryville 3.26 3.26 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 19.97 0.00 65.11 0.00
70895 P8 S7 Autryville 3.26 3.26 Hybrid Bermudagrass Pasture 5.5 Tons *3/1-10/31 *206 0 0 Irrig. 206 82.29 0.00 268.25 0.00
500005 Database Version 3.1 Date Printed: 10/14/2005 WUT Page Page 1 of2

Waste Utilization Table Year 1
Nitrogen Comm. Res. Manure Liquid Solid Liquid Soli
PA Fert. (lbs/A) PA ManureA Manure Manure Manure
Nutrient Nutrient NutrientA pplied Applied Applied Applied
Req'd Applied pplied (acre)
( ) (acre) (Field) (Field)
Ibs/A) (Ibs/A) (Ibs/A
Source Total Use. Applic. Applic. 1000
Tract Field ID Soil Series Acres Acres Crop RYE Period N N N Method N gal/A Tons 1000 gals tons
70895 P9 S7 Autryville 4.01 4.01 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 [rrig. 50 19.97 0.00 80,09 0.00
70895 P9 S7 Autryville 4.01 4.01 Hybrid Bennudagrass Pasture 5.5 Tons *3/1-10/31 *206 0 0 (rrig. 206 82.29 0.00 329.96 0.00
Total Applied,1000 gallons 2,971.76
Total Produced,1000 gallons 2,391.66
Balance,1000 gallons -580.10
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.
500005 Database Version 3.1 Date Printed: 10/14/2005 WUT Page Page 2 of 2

The Irrigation Application Factors for each field in this plan are shown in the following table. Infiltration rate varies with soils. If
applying waste nutrients through an irrigation system,you must apply at a rate that will not result in runoff. This table provides the
maximum application rate per hour that may be applied to each field selected to receive wastewater. It also lists the maximum
application amount that each field may receive in any one application event.
Irrigation Application Factors
Application Rate Application Amount
Tract Field Soil Series (inches/hour) (inches)
70895 P1 Autryville 0.60 1.0
70895 P2 Autryville 0.60 1.0
70895 P3 Autryville 0.60 1.0
70895 P4 Autryville 0.60 1.0
70895 P5 Autryville 0.60 1.0
70895 P6 Autryville 0.60 1.0
70895 P7 Autryville 0.60 1.0
70895 P8 Autryville 0.60 1.0
70895 P9 Autryville 0.60 1.0
500005 Database Version 3.1 Date Printed 10/14/2005 IAF Page Page l of 1
NOTE: Symbol * tneans user entered data.

The Nutrient Management Recommendations table shown below provides an annual summary of the nutrient management plan
developed for this operation. This table provides a nutrient balance for the listed fields and crops for each year of the plan.
Required nutrients are based on the realistic yields of the crops to be grown,their nutrient requirements and soil test results. The
quantity of nutrient supplied by each source is also identified.
The total quantity of nitrogen applied to each crop should not exceed the required amount. However,the quantity of other
nutrients applied may exceed their required amounts. This most commonly occurs when manure or other byproducts are utilized
to meet the nitrogen needs of the crop. Nutrient management plans may require that the application of animal waste be limited so
as to prevent over application of phosphorous when excessive levels of this nutrient are detected in a field. In such situations,
additional nitrogen applications from nonorganic sources may be required to supply the recommended amounts of nitrogen.
Nutrient Management Recommendations Test
YEAR 0 N P2O5 K2O Mg Mn Zn Cu Lime
(Ibs/A) (Ibs/A) (Ibs/A) (lbs/A) (lbs/A) (lbs/A) (Ibs/A) (tons/A)
Tract Field 70895 Pl Req'd Nutrients 50 130 100 0 0 0 2 2
Acres I App.Period 4.36 10/1-3/31 Supplied By:
CROP Small Grain Overseed Starter 0 0 0 0 0 0 0 0
Commercial Fert. 0 0 0 0 0 0 0 0
Soil Series Autryville Residual 0 0 0 0 0 0 0 0
E
Sample Date 1.0 Tons 03-11-05 Manure 50 l8 45 4 0 1 0 0
oval Rating 15 Ibs/ac. Low BALANCE 0 -112 -55 4 0 1 -2 -2
Field 70895 P2 Req'd Nutrients 50 130 100 0 0 0 2 2
App.Period 4.57 10/1-3/31 Supplied By:
CROP Small Grain Overseed Starter 0 0 0 0 0 0 01 0
Commercial Fert. 0 0 0 0 0 0 0 0
Soil Series Autryville Residual 0 0 0 0 0 0 0 0
HPRe,-o"val
ample Date 1.0 Tons 03-11-05 Manure 50 27 68 6 0 1 0 0
Rating 15 Ibs/ac. Low BALANCE 0 -103 -32 6 0 1 -2 -2
Field 70895 P3 Req'd Nutrients 50 130 100 0 0 0 2 2
App.Period 4.86 10/1-3/31 Supplied By:
CROP Small Grain Overseed Starter 0 0 0 0 0 0 0 0
Commercial Fert. 0 0 0 0 0 0 0 0
Soil Series Autryville Residual 0 0 0 0 0 0 0 0
EPR,"m,
Sample Date 1.0 Tons 03-11-05 Manure 50 27 68 6 0 1 0 0
val Rating 15 Ibs/ac. Low BALANCE 0 -103 -32 6 0 1 -2 -2
Field 70895 P4 Req'd Nutrients 50 0 0 0 0 0 00App.Period 1.50 10/1-3/31 Supplied By:
CROP Small Grain Overseed Starter 0 0 0 0 0 0 0 0
Commercial Fert. 0 0 0 0 0 0 0 0
Soil Series Autryville Residual 0 0 0 0 01 0 0 0
RYE Sample Date 1.0 Tons 03-1 1-05 Manure 50 27 68 6 0 1 0 0
P Removal Rating 15 Ibs/ac. Low BALANCE 0 27 68 6 0 1 0 0
500005 Database Version 3.1 Date Printed: 10/14/2005 NMR Page Page I of

Nutrient Management Recommendations Test
YEAR 0 N P205 K2O Mg Mn Zn Cu Lime
(lbs/A) (lbs/A) (Ibs/A) (lbs/A) (lbs/A) (lbs/A) (Ibs/A) (tons/A)
Tract Field 70895 P5 Req'd Nutrients 50 70 I20 0 0 0 2 1
Acres App.Period 3.27 10/1-3/31 Supplied By:
CROP Small Grain Overseed Starter 0 0 0 0 0 0 0 0
Commercial Fert. 0 0 0 0 0 0 0 0
Soil Series Autryville Residual 0 0 0 0 0 0 0 0
RYE Sample Date 1.0 Tons 03-1 1-05 Manure 50 27 68 6 0 1 0 0
PRemoval Rating IS Ibs/ac. Low BALANCE 0 -43 -52 6 0 1 -2
-1
Tract Field 70895 P6 Req'd Nutrients 44 60 120 0 0 0 0 0
Acres App.Period 2.82 8/15-5/15 Supplied By:
CROP Annual Ryegrass- Starter 0 0 0 0 0 0 0 0
Pasture Commercial Fert. 0 0 0 0 0 0 0 0
Soil Series Autryville Residual 0 0 0 0 0 0 0 0
BRemoval
mple Date 1.2 Tons 03-11-05 Manure 44 24 60 5 0 1 0 0
Rating 2 Ibs/ac. Low BALANCE 0 -36 -60 5 0 1 0 0
Field 70895 P7 Req'd Nutrients 44 60 120 0 0 0 0 0
pp.Period 0.92 8/15-5/15 Supplied By:
CROP Annual Ryegrass- Starter 0 0 0 0 0 0 0 0
Pasture Commercial Fert. 0 0 0 0 0 0 0 0
Soil Series Autryville Residual 0 0 0 0 0 0 0 0
RYE Sample Date 1.2Tons 1 03-I1-05 Manure 44 24 60 5 0 1 0 0
P Removal Rating 2 Ibs/ac. Low BALANCE 0 -36 -60 5 0 l 0 0
[7Acres
Field 70895 P8 Req'd Nutrients 50 110 50 0 0 0 0 2
App.Period 3.26 10/1-3/31 Supplied By:
CROP Small Grain Overseed Starter 0 0 0 0 0 0 0 0
Commercial Fert. 0 0 0 0 0 0 0 0
Soil Series Autryville Residual 0 0 0 0 01 0 0 0
RYE Sample Date 1.0 Tons 03-1 1-05 Manure 50 27 68 6 0 1 0 0
P Removal Rating 15 Ibs/ac. Low BALANCE 0 -83 18 6 0 1 0 -2
Tract I Field 70895 P9 Req'd Nutrients 50 110 50 0 0 0 0 2
Acres App.Period 4.01 10/1-3/31 Supplied By:
CROP Small Grain Overseed Starter 0 0 0 0 0 0 0 0
Commercial Fert. 0 0 0 0 0 0 0 0
Soil Series Autryville Residual 0 0 0 0 0 0 0 0
RYE Sample Date 1.0 Tons 03-11-05 Manurel 501 27 68 61 0 1 0 0
P Removal IRating 15 Ibs/ac, Low BALANCE 0 -831 18 61 0 1 0 -2
NOTE: Symbol * means user entered data.
500005 Database Version 3.1 Date Printed: 10/14/2005 NMR Page Page 2 of

Nutrient Management Recommendations Test
YEAR j N P2O5 K2O Mg Mn Zn Cu Lime
(lbs/A) (lbs/A) (lbs/A) (Ibs/A) (Ibs/A) (lbs/A) (lbs/A) (tons/A)
Tract Pield 70895 PI Req'd Nutrients *206 130 190 0 0 0 0 0
Acres App.Period 4.36 *3/1-10/31 Supplied By:
CROP Hybrid Bermudagrass Starter 0 0 0 0 0 0 0 0
Pasture Commercial Fert. 0 0 0 0 0 0 0 0
Soil Series Autryville Residual 0 0 0 0 0 0 0 0
E
ample Date S.STons 03-ll-OS Manure 206 112 282 25 l 5 1 0
val Rating 7 Ibs/ac. Low BALANCE 0 -18 92 25 1 5 1 0
Field 70895 P2 Req'd Nutrients *206 I30 190 0 0 0 0 0
App.Period 4.57 *3/1-10/31 Supplied By:
CROP Hybrid Bermudagrass Starter 0 0 0 0 0 0 0 0
Pasture Commercial Fert. 0 0 0 0 0 0 0 0
Soil Series Autryville Residual 0 0 0 01 0 0 0 0
EPRe-.val
ample Date 5.5 Tons 03-11-05 Manure 206 112 282 25 1 5 1 0
Rating 7 Ibs/ac. Low BALANCE 0 -18 92 25 1 5 1 0
Field 70895 P3 Req'd Nutrients *206 130 190 0 0 0 0 0
App.Period 4.86 *3/1-10/31 Supplied By:
CROP Hybrid Bermudagrass Starter 0 0 0 0 0 0 0 0
Pasture Commercial Fert. 0 0 0 0 0 0 0 0
Soil Series Autryville Residual 0 0 0 0 0 0 0 0
RYE Sample Date 5.5"Tons 03-11-05 Manure 206 112 282 25 1 5 1 0
P Removal Rating 7 Ibs/ac. Low BALANCE 0 -18 92 25 1 5 1 0
Tract Field 70895 134 Req'd Nutrients *206 0 0 0 0 0 0 0
Acres App.Period 1.50 *3/1-10/31 Supplied By:
CROP Hybrid Bermudagrass Starter 0 0 0 0 0 0 0 0
Pasture Commercial Fert. 0 0 0 0 0 0 0 0
Soil Series Autryville Residual 0 0 0 0 0 0 0 0
EPRemoval
ample Date 5.5 Tons 03-11-05 Manure 206 112 282 25 1 5 1 0
Rating 7 Ibs/ac. Low BALANCE 0 112 282 25 1 5 1 0
Field 70895 P5 Req'd Nutrients *206 70 210 0 0 0 0 0
App.Period 3.27 *3/1-10/31 Supplied By:
CROP Hybrid Bermudagrass Starter 0 0 0 0 0 0 0 0
Pasture Corrunercial Fert. 0 0 0 0 0 0 0 0
Soil Series IALItryVille Residual 0 0 0 0 0 0 0 0
RYE I Sample Date 5.5 Tons 03-11-05 Manure 206 112 2821 251 1 5 1 0
P Removal Rating 7 Ibs/ac. Low BALANCE 0 42 72 25 I 1 5 1 0
500005 Database Version 3.1 Date Printed: 10/14/2005 NMR Page Page 3 of 4

Nutrient Management Recommendations Test
YEAR 1 N P2O5 K2O Mg Mn Zn Cu Lime
(lbs/A) (lbs/A) (Ibs/A) (Ibs/A) (Ibs/A) (Ibs/A) (Ibs/A) (tons/A)
Tract Field 70895 P6 Req'd Nutrients 202 70 170 0 0 0 0 0
Acres App.Period 2.82 4/1-9/15 Supplied By:
CROP Pearl Millett, Pasture Starter 0 0 0 0 0 0 0 0
Commercial Fert. 0 0 0 0 0 0 0 0
Soil Series Autryville Residual 0 0 0 0 0 0 0 0
E
ample Date 5.0 Tons 03-11-05 Manure 202 110 277 25 1 5 1 0
val Rating 7 Ibs/ac. Low BALANCE 0 40 107 25 l 5 l 0 Field 70895 P7 Req'd Nutrients 202 70 170 0 0 0 0 0
App.Period 0.92 4/1-9/15 Supplied By:
CROP Pearl Millett,Pasture Starter 0 0 0 0 0 0 0 0
Commercial Fert. 0 0 0 0 0 0 0 0
Soil Series Autryville Residual 0 0 0 0 0 0 0 0
RYE Sample Date 5.0 Tons 03-1 1-05 Manure 202 110 277 25 l 5 1 0
P Removal Rating 7 Ibs/ac. Low BALANCE 0 40 107 25 1 5 1 0
Tract Field 70895 P8 Req'd Nutrients *206 110 120 0 0 0 0 0
Acres App.Period 3.26 *3/1-10/31 Supplied By:
CROP Hybrid Bermudagrass Starter 0 0 0 0 0 0 0 0
Pasture Commercial Fert. 0 0 0 0 0 0 0 0
Soil Series Autryville Residual 0 0 0 0 0 0 0 0
EPRo,m.val
ample Date 5.5 Tons 03-11-05 Manure 206 112 282 25 1 5 1 0
Rating 7 Ibs/ac. Low BALANCE 0 2 162 25 1 5 1 0
Field 70895 P9 Req'd Nutrients *206 110 120 0 0 0 0 0
App.Period 4.01 *3/1-10/31 Supplied By:
CROP Hybrid Bermudagrass Starter 0 0 0 0 0 0 0 0
Pasture Commercial Fert. 0 0 0 0 0 0 0 0
Soil Series Autryville Residual 0 0 0 0 0 0 0 0
FP
E Sample Date 5.5 Tons 03-11-05 Manure 206 112 282 25 1 5 1 0
emoval Rating 7 Ibs/ac. Loty BALANCE 0 2 162 25 1 51 11 0
NOTE: Symbol* means user entered data.
500005 Database Version 3.1 Date Printed: 10/14/2005 NMR Page Page 4 of

The Required Soil Test Values shown in the following table provide a summary of recommended actions that should be taken if soil tests indicate excessive levels of copper
or zinc. Fields that receive manure must have an annual soil analysis for these elements. High levels of zinc and copper can adversely affect plant growth. Alternative crop
sites must be used when the concentration of these metals approach excessive levels. Site life can be estimated by dividing the amount of copper and zinc to be applied in
lbs/acre by 0.036 and 0.071,respectively and multiplying the result by 0.85. By adding this quantity to the current soil index for copper or zinc,we can predict life of the site
for waste disposal.
In addition to copper and zinc indices,this table also provides a summary of lime recommendations for each crop based on the most recent soil sample. Application of lime
at recommended rates is necessary to maintain soil pH in the optimum range for crop production.
Recurred Soil Test Values
Lime Recom.
Tract Field Crop pH (tons/acre) Cu-I Copper Recommendation Zn-I Zinc Recommendation
70895 1'1 Small Grain Overseed 5.0 1.8 13 None 39 None
70895 P1 Hybrid Bermudagrass Pasture 5.0 0.0 13 None 39 None
70895 P2 Small Grain Overseed 5.0 1 1.8 13 None 39 None
70895 P2 Hybrid Bermudagrass Pasture 5.0 0.0 13 None 39 None
70895 P3 Small Grain Overseed 5.0 1.8 13 None 39 Nona
70895 P3 Hybrid Bermudagrass Pasture 5.0 0.0 13 None 39 None
70895 P5 Small Grain Overseed 5.6 0.6 15 None 35 None
70895 P5 Hybrid Bermudagrass Pasture 5.6 1 0.0 15 None 35 None
70895 P6 Annual Ryeg rass-Pasture 5.9 0.0 15 None 41 None
70895 P6 Pearl Millett,Pasture 5.9 0.0 15 None 41 None
70895 P7 Annual Ryegrass-Pasture 5.9 0.0 15 None 41 None
70895 P7 Pearl Millett,Pasture 5.9 0.0 15 None 41 None
70895 P8 Small Grain Overseed 5.3 1.5 47 None 27 None
70895 P8 Hybrid Bermudagrass Pasture 5.3 0.0 47 None 27 None
70895 I'9 Small Grain Overseed 5.3 1.5 47 None 27 None
70895 1 P9 I Hybrid Bermudagrass Pasture 5.3 1 0.0 47 None 27 None
--- ----- -- -------
500005 Database Version 3.1 Date Printed: 10-14-2005 STV Page Page 1 of 1

The following Lagoon Sludge Nitrogen Utilization table provides an estimate of the number of acres needed for sludge
utilization for the indicated accumulation period. These estimates are based on average nitrogen concentrations for each source,
the number of animals in the facility and the plant available nitrogen application rates shown in the second column.
Lagoon sludge contains nutrients and organic matter remaining after treatment and application of the effluent. At clean out,this
material must be utilized for crop production and applied at agronomic rates. In most cases,the priority nutrient is nitrogen but
other nutrients including phosphorous, copper and zinc can also be limiting. Since nutrient levels are generally very high,
application of sludge must be carefully applied.
Sites must first be evaluated for their suitability for sludge application. Ideally, effluent spray fields should not be used for
sludge application. If this is not possible, care should 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
Ib/ac 1000 gal/ac 5 Years Accumulation 10 Years Accumulation 15 Years Accumulation
Swine Feeder-Finish Lagoon Sludge - Standard
Corn 120 bu 150 13.16 32.34 64.69 97.03
Hay 6 ton R.Y.E. 300 26.32 16.17 32.34 48.52
Soybean 40 bu 160 14.04 30.32 60.64 90.97
500005 Database Version 3.1 Date Printed: 10-14-2005 Sludge Page Page 1 of

The Available Waste Storage Capacity table provides an estimate of the number of days of storage capacity available
at the end of each month of the plan. Available storage capacity is calculated as the design storage capacity in days
minus the number of days of net storage volume accumulated. The start date is a value entered by the user and is
defined as the date prior to applying nutrients to the first crop in the plan at which storage volume in the lagoon or
holding pond is equal to zero.
Available storage capacity should be greater than or equal to zero and less than or equal to the design storage
capacity of the facility. If the available storage capacity is greater than the design storage capacity,this indicates that
the plan calls for the application of nutrients that have not yet accumulated. If available storage capacity is negative,
the estimated volume of accumulated waste exceeds the design storage volume of the structure. Either of these
situations indicates that the planned application interval in the waste utilization plan is inconsistent with the
structure's temporary storage capacity.
Available Waste Storage Capacity
Source Name I Swine Feeder-Finish Lagoon Liquid Design Storage Capacity(Days)
Start Date 9/1 180
Plan Year Month Available Storage Capacity(Days)
1 1 78
1 2 66
1 3 83
1 4 96
1 5 108
1 6 120
1 7 131
1 8 138
1 9 178
1 10 180
1 11 158
1 12 135
* Available Storage Capacity is calculated as of the end of each month.
i
i
i
i
i
500005 Database Version 3.1 Date Printed: 10-14-2005 Capacity Page Page 1 of 1

Required Specifications For Animal Waste Management
1. Animal waste shall not reach surface waters of the state by runoff, drift,
manmade conveyances, direct application, or direct discharge during operation
or land application. Any discharge of waste that reaches surface water is
prohibited.
2. There must be documentation in the design folder that the producer either owns
or has an agreement for use of adequate land on which to properly apply the
waste. If the producer does not own adequate land to properly dispose of the
waste, he/she shall provide evidence of an agreement with a landowner, who is
within a reasonable proximity, allowing him/her the use of the land for waste
application. It is the responsibility of the owner of the waste production facility to
secure an update of the Nutrient Management Plan when there is a change in the
operation, increase in the number of animals, method of application, receiving
crop type, or available land.
3. Animal waste shall be applied to meet, but not exceed, the nitrogen needs for
realistic crop yields based upon soil type, available moisture, historical data,
climatic conditions, and level of management, unless there are regulations that
restrict the rate of applications for other nutrients.
4. Animal waste shall be applied to land eroding less than 5 tons per acre per year.
Waste may be applied to land eroding at more than 5 tons per acre per year but
less than 10 tons per acre per year provided grass filter strips are installed where
runoff leaves the field (see USDA, NRCS Field Office Technical Guide Standard
393 - Filter Strips).
5. Odors can be reduced by injecting the waste or by disking after waste application.
Waste should not be applied when there is danger of drift from the land
application field.
6. When animal waste is to be applied on acres subject to flooding, waste will be soil
i
incorporated on conventionally tilled cropland. When waste is applied to
conservation tilled crops or grassland, the waste may be broadcast provided the !
application does not occur during a season prone to flooding (see "Weather and
Climate in North Carolina" for guidance).
7. Liquid waste shall be applied at rates not to exceed the soil infiltration rate such
that runoff does not occur offsite or to surface waters and in a method which does
not cause drift from the site during application. No ponding should occur in order
to control odor and flies.
500005 Database Version 3.1 Date Printed: 10/14/2005 Specification Page 1

8. Animal waste shall not be applied to saturated soils, during rainfall events, or
when the soil surface is frozen.
9. Animal waste shall be applied on actively growing crops in such a manner that
the crop is not covered with waste to a depth that would inhibit growth. The
potential for salt damage from animal waste should also be considered.
10. Nutrients from waste shall not be applied in fall or winter for spring planted
crops on soils with a high potential for leaching. Waste/nutrient loading rates on
these soils should be held to a minimum and a suitable winter cover crop planted
to take up released nutrients. Waste shall not be applied more than 30 days prior
to planting of the crop or forages breaking dormancy.
11. Any new swine facility sited on or after October 1, 1995 shall comply with the
following: The outer perimeter of the land area onto which waste is applied from
a lagoon that is a component of a swine farm shall be at least 50 feet from any
residential property boundary and canal. Animal waste, other than swine waste
from facilities sited on or after October 1, 1995, shall not be applied closer that 25
feet to perennial waters.
12. Animal waste shall not be applied closer than 100 feet to wells.
13. Animal waste shall not be applied closer than 200 feet of dwellings other than
those owned by the landowner.
14. Waste shall be applied in a manner not to reach other property and public
right-of-ways.
15. Animal waste shall not be discharged into surface waters, drainageways, or
wetlands by a discharge or by over-spraying. Animal waste may be applied to
prior converted cropland provided the fields have been approved as a land
application site by a "technical specialist". Animal waste shall not be applied on
grassed waterways that discharge directly into water courses, and on other
grassed waterways, waste shall be applied at agronomic rates in a manner that
causes no runoff or drift from the site.
16. Domestic and industrial waste from washdown facilities, showers, toilets, sinks,
etc., shall not be discharged into the animal waste management system.
500005 Database Version 3.1 Date Printed: 10/14/2005 Specification Page 2

17. A protective cover of appropriate vegetation will be established on all disturbed
areas (lagoon embankments, berms, pipe runs, etc.). Areas shall be fenced, as
necessary, to protect the vegetation. Vegetation such as trees, shrubs, and other
woody species, etc., are limited to areas where considered appropriate. Lagoon
areas should be kept mowed and accessible. Berms and structures should be
inspected regularly for evidence of erosion, leakage, or discharge.
18. If animal production at the facility is to be suspended or terminated, the owner is
responsible for obtaining and implementing a "closure plan" which will eliminate
the possibility of an illegal discharge, pollution, and erosion.
19. Waste handling structures, piping, pumps, reels, etc., should be inspected on a
regular basis to prevent breakdowns, leaks, and spills. A regular maintenance
checklist should be kept on site.
20. Animal waste can be used in a rotation that includes vegetables and other crops
for direct human consumption. However, if animal waste is used on crops for
direct human consumption, it should only be applied pre-plant with no further
applications of animal waste during the crop season.
21. Highly visible markers shall be installed to mark the top and bottom elevations of
the temporary storage (pumping volume) of all waste treatment lagoons.
Pumping shall be managed to maintain the liquid level between the markers. A
marker will be required to mark the maximum storage volume for waste storage
ponds.
22. Waste shall be tested within 60 days of utilization and soil shall be tested at least
annually at crop sites where waste products are applied. Nitrogen shall be the
rate-determining nutrient, unless other restrictions require waste to be applied
based on other nutrients, resulting in a lower application rate than a nitrogen
based rate. Zinc and copper levels in the soils shall be monitored and alternative
crop sites shall be used when these metals approach excessive levels. pH shall be
adjusted and maintained for optimum crop production. Soil and waste analysis
records shall be kept for a minimum of five years. Poultry dry waste application
records shall be maintained for a minimum of three years.
Waste application records for all other waste shall be maintained for five (5)
years.
23. Dead animals will be disposed of in a manner that meets North Carolina
regulations.
500005 Database Version 3.1 Date Printed: 10/14/2005 Specification Page 3

Crop Notes
The following crop note applies to field(s): P1, P2, P3, P4, P5, P8, P9
Small Grain: CP, Mineral Soil, medium 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 1/2" 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 tine. The remaining N should be applied during the months of February-March.
The following crop note applies to field(s): PI, P2, P3, P4, P5, P8, P9
Bermudagrass: CP, Mineral Soil, Moderately Well Drained.
Adaptation: Well-adapted.
In the Coastal Plain, hybrid ber►nudagrass 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 V 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): P6, P7
Annual RyeGrass: This crop is not an overseed. Recommendations for this crop are not applicable to a
ryegrass overseed.
The following crop note applies to field(s): P6, P7
Pearl Millett: No Comment
500005 Database Version 3.1 Date Printed: 10-14-2005 Crop Note Page Page I of 1

WETTABLE ACRES
IRRIGATION SYSTEM DESIGN PARMATERS
and
COMPUTATIONAL WORKSHEET SUMMARY
Landowner/Operator Name Errol B Quinn
Adress 218 JB Stroud Rd COUNTY Duplin
Magnolia, NC 28453
DATE
Telephone [phone]
to-!q--oS
TABLE 1 - Field Specifications
Approximate
Hydrant acres acres acres
Maximun Length Maximun Maxiumn
or start end middle stop end Useable Size g Width
Tract of of Application Application
field(1) wetted wetted wetted
of field(2) pulls Rate(3) per Irrigation
Number Number area area P pulls Slope
area (acres) Table column in feet in feet Soil Type (/ cycle(3)
70895 P1 0.58 3.78 p " ) Crops)
70895 4.36 EE65 B-C 785 210 (in/hr) (inches)
P2 0.5 4.07 0 4.57 0-5 Fescue Pasture 0.5
70895 E165 B-C 685 180 1
P3 .58/.29 .61/3.38 0 486 0-5 Fescue Pasture
70895 EE65 B-C 265/670 100/220 0 5 1
P4 Q29 1.21 p 1 5 0-5 Fescue Pasture 0.5 70895 p5 0.58 269 0 EE65 B-C 525 100 AUB 1
3.27 0-5 Bermuda
EE65 g_C 0.5 70895 p6 0.6 2.22 0 2.82 EE75 510 230 AUB 0-5 Bermuda 1
0.5 1 70895 p7 0 3 0 62 4 0 230 AUB 0-5 SUMMER/WINTER ANNUAL
0 0.92 EE75 B-C 270 100 0 5 1
70895 p8 0.56 2 7 1 0 3.26 AUB 0-5 SUMMER�WINTER ANNUAL EE50 B-C 560 2 O S 1
70895 p9 0.56 3.45 0 10 AUB 0-5 Bermuda
4.01 EE60 B-C 715 210 0 5 1
AUB 0-5 Bermuda
0.5 1
1 see attached map.
2 Total field acreage minus required buffer areas.
3 Refer to N.0 Irrigation guide, Field Office Technical Guide, Section II G ,Annual application must not exceed the agronomic rates for the soil and crop used
Wettable Acre Computational Worksheet Completed by: Billy Houston
Dates.�662-
l

1-
�r
s�.
t
� lc
?t +
1 ;
Tl
�. J.,
u•_ 3g
_l

System Calibration
Information presented in manufacturer's charts are based on average operation
conditions with relatively new equipment. Discharge rates and application rates change
over time as equipment gets older and components wear. In particular, pump wear
tends to reduce operating pressure and flow. With continued use, nozzle wear results in
an increase in the nozzle opening which will increase the discharge rate while
decreasing the wetted diameter.
You should be aware that operating the system differently than assumed in the design
will alter the application rate, diameter of coverage, and subsequently the application
uniformity. For example, operating the system with excessive pressure results in smaller
droplets, greater potential for drift, and accelerates wear of the sprinkler nozzle.
Clogging of nozzles can result in pressure increase. Plugged intakes or crystallization of
mainlines will reduce operating pressure. Operating below design pressure greatly
reduces the coverage diameter and application uniformity.
For the above reason, you should calibrate your equipment on a regular basis to ensure
proper application rates and uniformity. Calibration at least once every three years is
recommended. Calibration involves collecting and measuring flow at several locations in
the application area. Any number of containers can be used to collect flow and
determine the application rate. Rain gauges work best because they already have a
graduated scale from which to read the application amount without having to perform
additional calculations. However, pans, plastic buckets, jars, or anything with a uniform
opening and cross-section can be used provided the liquid collected can be easily
transferred to a scaled container for measuring.
For stationary sprinklers, collection containers should be located randomly throughout
the application area at several distances from sprinklers. For traveling guns, sprinklers
should be located along a transect perpendicular to the direction of pull. Set out
collection containers 25 feet apart along the transect on both sides of the gun cart. You
should compute the average application rate for all nonuniformity of the application. On
a windless day, variation between containers of more than 30 percent is cause for
concern. You should contact your irrigation dealer or technical specialist for assistance.
"Reprinted for Certification Training for Operations of Animal Waste Management Systems Manual
1

OPERATION & MAINTENANCE PLAN
Proper lagoon management should be a year-round priority. It is especially important to manage
levels so that you do not have problems during extended rainy and wet periods.
Maximum storage capacity should be available in the lagoon for periods when the receiving crop is
dormant (such as wintertime for bermudagrass) or when there are extended rainy spells such as a
thunderstorm season in the summertime. This means that at the first sign of plant growth in the
later winter / early spring, irrigation according to a farm waste management plan should be done
whenever the land in dry enough to receive lagoon liquid. This will make storage space available
in the lagoon for future wet periods. In the late summer / early fall the lagoon should be pumped
down to the low marker (see Figure 2-1) to allow for winter storage. Every effort should be made
to maintain the lagoon close to the minimum liquid level as long as the weather and waste
utilization plan will allow it.
Waiting until the lagoon has reached its maximum storage capacity before starting to irrigated does
not leave room for storing excess water during extended wet periods. Overflow from the lagoon for
any reason except a 25-year, 24-hour storm is a violation of state law and subject to penalty
action.
The routine maintenance of a lagoon involves the following:
® Maintenance of a vegetative cover for the dam. Fescue or common bermudagrass
are the most common vegetative covers. The vegetation should be fertilized each
year, if needed, to maintain a vigorous stand. The amount of fertilized applied
should be based on a soils test, but in the event that it is not practical to obtain a
soils test each year, the lagoon embankment and surrounding areas should be
fertilized with 800 pounds per acre of 10-10-10, or equivalent.
® Brush and trees on the embankment must be controlled. This may be done by
mowing, spraying, grazing, chopping, or a combination of these practices. This
should be done at least once a year and possibly twice in years that weather
conditions are favorable for heavy vegetative growth.
NOTE: If vegetation is controlled by spraying, the herbicide must not be allowed to enter the
lagoon water. Such chemicals could harm the bacteria in the lagoon that are treating the waste.
Maintenance inspections of the entire lagoon should be made during the initial filling of the lagoon
and at least monthly and after major rainfall and storm events. Items to be checked should
include, as a minimum, the following:
Waste Inlet Pipes, Recycling Pipes, and Overflow Pipes -- look for:
1. separation of joints
2. cracks or breaks
3. accumulation of salts or minerals
4. overall condition of pipes
2

Lagoon surface -- look for:
1. undesirable vegetative growth
2. floating or lodged debris
Embankment -- look for:
1. settlement, cracking, or"jug" holes
2. side slope stability -- slumps or bulges
3. wet or damp areas on the back slope
4. erosion due to lack or vegetation or as a result of wave action
5. rodent damage
Larger lagoons may be subject to liner damage due to wave action caused by strong
winds. These waves can erode the lagoon sidewalls, thereby weakening the lagoon
dam. A good stand of vegetation will reduce the potential damage caused by wave
action. If wave action causes serious damage to a lagoon sidewall, baffles in the lagoon
may be used to reduce the wave impacts.
Any of these features could lead to erosion and weakening of the dam. If your lagoon
has any of these features, you should call an appropriate expert familiar with design and
construction of waste lagoons. You may need to provide a temporary fix if there is a
threat of a waste discharge. However, a permanent solution should be reviewed by the
technical expert. Any digging into a lagoon dam with heavy equipment is a serious
undertaking with potentially serious consequences and should not be conducted unless
recommended by an appropriate technical expert.
Transfer Pumps -- check for proper operation of:
1. recycling pumps
2. irrigation pumps
Check for leaks, loose fittings, and overall pump operation. An unusually loud or grinding
noise, or a large amount of vibration, may indicate that the pump is in need of repair or
replacement.
NOTE: Pumping systems should be inspected and operated frequently enough so that
you are not completely "surprised" by equipment failure. You should perform your
pumping system maintenance at a time when your lagoon is at its low level. This will
allow some safety time should major repairs be required. Having a nearly full lagoon is
not the time to think about switching, repairing, or borrowing pumps. Probably, if your
lagoon is full, your neighbor's lagoon is full also. You should consider maintaining an
inventory of spare parts or pumps.
Surface water diversion features are designed to carry all surface drainage
waters (such as rainfall runoff, roof drainage, gutter outlets, and parking lot
runoff) away from your lagoon and other waste treatment or storage
structures. The only water that should be coming from your lagoon is that
which comes from your flushing (washing) system pipes and the rainfall that
hits the lagoon directly. You should inspect your diversion system for the
following:
1. adequate vegetation
2. diversion capacity
3. ridge berm height
3

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

• proper lagoon sizing,
o mechanical solids separation of flushed waste,
• gravity settling of flushed waste solids in an appropriately designed basin, or
o minimizing feed wastage and spillage.
Lagoon sludge that is removed annually rather than stored long term will:
o have more nutrients,
o have more odor, and
® require more land to properly use the nutrients.
Removal techniques:
a Hire a custom applicator.
® Mix the sludge and lagoon liquid with a chopper - agitator impeller pump through large
- bore sprinkler irrigation system onto nearby cropland; and soil incorporate.
Dewater the upper part of lagoon by irrigation onto nearby cropland or forageland; mix
remaining sludge; pump into liquid sludge applicator; haul and spread onto cropland or
forageland; and soil incorporate.
Dewater the upper part of lagoon by irrigation onto nearby cropland or forageland;
dredge sludge from lagoon with dragline or sludge barge; berm an area beside lagoon
to receive the sludge so that liquids can drain back into lagoon; allow sludge to
dewater; haul and spread with manure spreader onto cropland or forageland; and soil
incorporate.
Regardless of the method, you must have the sludge material analyzed for waste
constituents just as you would your lagoon water. The sludge will contain different
nutrient and metal values from the liquid. The application of the sludge to fields will be
limited by these nutrients as well as any previous waste applications to that field and
crop requirement. Waste application rates will be discussed in detail in Chapter 3.
When removing sludge, you must also pay attention to the liner to prevent damage.
Close attention by the pumper or drag-line operator will ensure that the lagoon liner
remains intact. If you see soil material or the synthetic liner material being disturbed, you
should stop the activity immediately and not resume until you are sure that the sludge
can be removed without liner injury. If the liner is damaged it must be repaired as soon
as possible.
Sludge removed from the lagoon has a much higher phosphorus and heavy metal
content than liquid. Because of this it should probably be applied to land with low
phosphorus and metal levels, as indicated by a soil test, and incorporated to reduce the
chance of erosion. Note that if the sludge is applied to fields with very high soil-test
phosphors, it should be applied only at rates equal to the crop removal of phosphorus.
As with other wastes, always have your lagoon sludge analyzed for its nutrient value.
6

EMERGENCY ACTION PLAN
PHONE NUMBERS
DIVISION OF WATER QUALITY (DWQ) [phone]
EMERGENCY MANAGEMNET SERVICES (EMS) [phone]
SOIL AND WATER CONSERVATION DISTRICT (SWCD) [phone]
NATURAL RESOURCES CONSERVATION SERVICE (NRCS) [phone]
COOPERATIVE EXTERSION SERVICE (CES) [phone]
This plan will be implemented in the event that wastes from your operation are leaking,
overflowing or running off site. You should not wait until wastes reach surface waters
or leave you property to consider that you have a problem. You should make every
effort to ensure that this does not happen. This plan should be posted in an accessible
location for all employees at the facility. The following are some action items you should
take.
1 . Stop the release of wastes. Depending on the situation, this may ore may not be
possible. Suggested responses to some possible problems are listed belwo.
A. Lagoon overflow-possible solutions are:
a. Add soil to berm to increase elevation of dam.
b. Pump wastes to fields at an acceptable rate.
c. Stop all flows to the lagoon immediately.
d. Call a pumping contractor.
e. Make sure no surface water is entering lagoon.
B. Runoff from waste application field-actions include:
a. Immediately stop waste application.
b. Create a temporary diversion to contain waste.
c. Incorporate waste to reduce runoff.
d. Evaluate and eliminate the reason(s) that cause the runoff.
e. Evaluate the application rates for the fields where runoff occurred.
C. Leakage from the waste pipes and sprinklers-action include:
a. Stop recycle pump.
b. Stop irrigation pump.
c. Close valves to eliminate further discharge.
d. Repair all leaks prior to restarting pumps.
D. Leakage from flush systems, houses, solid separators-action include:
a. Stop recycle pump.
b. Stop irrigation pump.
c. Make sure siphon occurs.
d. Stop all flows in the house, flush systems, or solid separators.
E. Leakage from base or sidewall of lagoon. Often this is seepage as opposed
to flowing leaks-possible action:
a. Dig a small sump or ditch from the embankment to catch all
seepage, put in a submersible pump, and pump back to lagoon.
b. If holes are caused by burrowing animals, trap or remove animals and fill
holes and compact with a clay type soil.
c. Have a professional evaluate the condition of the side walls and lagoon
bottom as soon as possible.
1

2. Assess the extent of the spill and note any obvious damages.
a. Did the waste reach any surface waters?
b. Approximately how much was released and for what duration?
c. Any damage notes, such as employee injury, fish kills, or property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
f. Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger (either on or off the property)?
h. How much reached surface waters?
3. Contact appropriate agencies.
a. During normal business hours call your DWQ regional office; Phone'- -. After
hours, emergency number: 919-733-3942. Your phone call should include: your
name, facility number, telephone number, the details of the incident from item 2
above, the exact location of the facility, the location or direction of movement of
the spill, weather and wind conditions. The corrective measures that have been
under taken, and the seriousness of the sitution.
b. If spill leaves property or enters surface waters, call local EMS phone number.
c. Instruct EMS to contact local Helath Department.
d. Contact CEs, phone number - , local SWCD office phone number - -, and local
NRCS office for advice/technical assistance phone number - -.
4. If none of the above works call 911 or the Sheriff's Department and explain you
problem to them and ask the person to contact the proper agencies for you.
5. Contact the contractor of your choice to begin repair or problem to minimize off-
site damage.
a. Contractors Name: S OK rates-S
b. Contractors Address:
c. Contractors Phone: 7/. —'vs lk-lti5
6. Contact the technical specialist who certified the lagoon (NRCS, Consulting
Engineer, etc.)
a. Name: �►�
b. Phone:
7. Implement procedures as advised by DWQ and technical assistance agencies to
rectify the damage, repair the system, and reassess the waste managment plan to
keep problems with release of wastes from happening again.
2

I— 3 Version—November 26,2018
Mortality ana e n echo s
Indicate which method(s) will be implemented.
When selecting multiple methods indicate a primary versus secondary option.
Methods other than those listed must be approved by the State Veterinarian.
Primary Secondary Routine Mortality
Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.106-403). The bottom of the burial pit should be at least one foot above the seasonal
high water table. Attach burial location map and plan.
Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
1711 7 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.
In the case of dead poultry only, placing in a disposal pit of a size and design approved by the
NC Department of Agriculture& Consumer Services (G.S. 106-549.70).
Any method which, in the professional opinion of the State Veterinarian, would make possible
the salvage of part of a dead animal's value without endangering human or animal health.
(Written approval by the State Veterinarian must be attached).
Mass Mortality Plan
Mass mortality plans are required for farms covered by an NPDES permit. These plans are
also recommended for all animal operations. This plan outlines farm-specific mortality man-
agement methods to be used for mass mortality. The NCDA&CS Veterinary Division sup-
ports a variety of emergency mortality disposal options; contact the Division for guidance.
® A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated
when numbers of dead animals exceed normal mortality rates as specified by the State
Veterinarian.
® Burial must be done in accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance.
® Mass burial sites are subject to additional permit conditions (refer to facility's animal
waste management system permit).
m 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
0"U'Aa,
Signature of Technical Specialist Date

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

Dry Manure Handling Accumulations of animal wastes (-1 Remove spillage on a routine basis (e.g. 7-10 day
Systems interval during summer; 15-30 days interval during
winter) where manure is loaded for land application
or disposal.
�I-) Provide for adequate drainage around manure stockpiles.
.(.)Inspect for and remove or break up accumulated wastes
in filter stripes around stockpiles and manure handling
areas as needed.
The issues checked (y/pertairi to this operation. The landowner/integrator agrees to use sound judgment in applying
insect control measures as practical.
I certify the aforementioned insect control Best Management Practices have been reviewed with me.
(Landowner'Signature)'
For more information contact the Cooperative Extension Service, Department of Entomology, Box 7613, North Carolina State University, Raleigh, NC
27695-7613.
AMIC--November 11, 1996

SWINE FARM WASTE MANAGEMENT ODOR CONTROL CHECKLIST
Source Cause BMP's tQ Minimize Odor Site Specific Practices
Farmstead Swine production ( e etative or wooded buffers;
( ecommended best management
pr tices;
Good judgment and common sense
Animal body surfaces Dirty manure-covered animals 1 ) Dry floors.
Floor surfaces Wet manure-covered floors Slotted floors;
e--"O Waterers located over slotted floors;
() Feeders at high end of solid floors;
(1 Scrape manure buildup from floors;
�Jnslerfloor ventilation for drying
Manure collection pits Urine Frequent manure removal by flush,pit
recharge,or scrape
Parital micorbial decomposition -<bnderfloor ventilation
Ventilation exhaust fans Volatile gases; �WFan maintenance;
Dust Efficient air movement
Indoor surfaces Dust ,�rWashdown between groups of animals
( ) Feed additives;
O Feeder covers;
eed'delivery downspout extenders to
feeder covers
Flush tanks Agitation of recycled lagoon ush tank covers
liquid whiles tanks are filling Extend fill lines to near bottom of
tanks with anti-siphon vents
Flush alleys Agitation during wastewater /() Underfloor flush with underfloor
conveyanance ventilation
Pit recharge points Agitation of recycled lagoon () Extend rechard lines to near bottom of
liquid while pits are filling pits with anti-siphon vents
Lift stations Agitation during sump tank filling () Sump tank covers
and drawdown
Outside drain collection Agitation during wastewater () Box covers
or junction boxes conveyance
End of drainpipes at lagoon Agitation during wastewater Extend discharge point of pipes
underneath lagoon liquid level
Lagoon surfaces Volatile gas emissions ,( ►f roper lagoon liquid capacity
Biological mixing 10-c—orrect lagoon startup procedures
Agitation H-Minimum surface area-to-volume ratio
/() Minimum agitation when pumping
() Mechanical aeration
( ) Proven biological additives
Irrigation sprinkler nozzles High pressure agitation Irrigate on dry days with little or no wind
Wind draft ,Minimum recommended operation pressure
P mp intake near lagoon liquid surface
m from second-stage lagoon
AMOC--November 11, 1996

Storage tank or basin Partial microbial decomposition ( ) Bottom or midlevel loading
surface Mixing while filling ( )Tank covers
Agitation when emptying () Basin surface mats of solids
() Proven biological additives or oxidants
Settl'ng basin surface Partial micobial decomposition () Extend drainpipe outlets underneath liquid
1 Mixing while filling level
Agitation when emptying ( ) Remove settled solids regularly
Manure, slurry or sludge Agitation when spreading () Soil injection of slurry/sludges
spread r outlets Volatile gas emissions ( ) Wash residual manure from spreader after use
( ) Proven biological additives or oxidants
Uncovered manure, slurry Volatile gas emissions while drying () Soil infection of slurry/sludges
or slud a on field surfaces ( ) Soil incorporation within 48 hours
( ) Spread in thin uniform layers for rapid drying
( ) Proven biological additives or oxidants
Dead animals Carcass decomposition ( ) Proper disposition of carcasses
Dead animal di osal Carcass decomposition ( ) Complete covering of carcasses in burial pits
pits ( ) Proper location/construction of disposal pits
Incinerators Incomplete combustion ( ) Secondary stack burners
Standing water 4ound Improper drainage <rGrade and landscape such that water drains
facilities Microbial decomposition of away from facilities
organic matter
Manure tracked onto public Poorly maintained access roads Farm access road maintenance
roads from farm access
Additional Information: Available From:
Swine Manure Management;0200 Rule/BMP Packet NCSU-County Extension Center
Swine Production Farm Potential Odor Sources and Remedies, EBAE Fact Sheet NCSU-BAE
Swine Production Facility Manure Management: Pit Recharge--Lagoon Treatment; EBAE 128-88 NCSU-BAE
Swine Production Facility Manure Management: Underfloor Fluse--Lagoon Treatment; EBAE 129-88 NCSU-BAE
Lagoon Desig and Management for Livestock Manure Treatment and Storage; EBAE 103-83 NCSU-BAE
Calibration of Manure and Wastewater Application Equipment; EBAE Fact Sheet NCSU-BAE
Controlling Odors from Swine Buildings; PIH-33 NCSU-Swine Extension
Environmental Assuranc Program: NPPC Manual NC Pork Produces Assoc,
Options for Managing Odor;a report from the Swine Odor Task Force NCSU Agri Communications
Nuisance Concerns in Animal Manure Management: Odors and Flies; PR0107, 1995 Conference Proceedings Florida Cooperative Extension
The issues checked ( ) pertain to this operation. The landowner/integrator agrees to use sound judgment in applying
odor control measures as practical.
I certify the aforementioned odor control Best Managment Practices have been reviewed with me.
(Landowner Signature)
AMOC--November 11, 1996

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

& K Farms, fitc.
w 'M
■ ® Post Office Box 1
Farms, Inc. Harrells, North Carolina 28444 , Farms, Inc:`
Phone: [phone] • Fax: [phone]
OPERATOR: ERROL QUINN
-----------------------------
DESIGN REQUIREMENT : 525982 cu .ft = 19480 cu .yds
--------- ----------
TOTAL DESIGN VOL . AVAIL : 549960 cu .ft = 20369 cu .yds
---------- ----------
ESTIMATE OF EXCAVATION: 423SOO cu .ft = 15685 cu .yds
---------- ----------
ESTIMATE OF PAD : 239936 cu .ft = 8887 cu .yds
---------- ----------
ESTIMATE OF DIKE: 70124 cu .ft = 2597 cu .yds
---------- ----------
ESTIMATE OF MATERIAL FOR SANDY-CLAY LINER 2903 cu .yds
ESTIMATE OF TOPSOIL REQUIRED: = 300 cu .yds
RATIO 1 .36 : 1 JOB CLASS IV
Designed By - 71�- -- - �=7Z
,,• CA)y
Date
Dsign ApprovalIZ
' F� = to
NOTE: Final certification of the `Y'a'goon will depend upon all
specifications being met . Important specifications include length , width ,
depth , slopes , topsoil placement correct elevations ( top , bottom ,
discharge pipes ) , seeding and mulching .

� 6
Operator :ERROL QUINN County : DUPLIN Date: 06/06/95 -
Distance to nearest residence ( other than owner ): 1000 .0 feet
1 . AVERAGE LIVE WEIGHT ( ALW )
0 sows ( farrow to finish ) x 1417 lbs . = 0 lbs
0 sows ( farrow to feeder ) x 522 lbs . = O lbs
2580 head ( finishing only ) x 135 lbs . = 348300 lbs
0 sows ( farrow to wean ) x 433 lbs . - 0 lbs
0 head ( wean to feeder ) x 30 lbs . = 0 lbs
Describe other : 0
Total Average Live Weight = 348300 lbs
2 . MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 348300 lbs . ALW x Treatment Volume( CF )/lb . ALW
Treatment Volume( CF )/lb . ALW = 1 CF/lb . ALW
Volume 348300 cubic feet
3 . STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0 .0 cubic feet
TOTAL DESIGNED VOLUME
Inside top length ( feet )--------------------- 380 .0
Inside top width ( feet )---------------------- 195 .0
Top of dike elevation ( feet )----------------- 52 .5
Bottom of lagoon elevation ( feet )------------ 41 .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 .0 374 .0 189 .0 10 .0
AREA OF TOP
LENGTH * WIDTH =
374 .0 189 .0 70686 ( AREA OF TOP )
AREA OF BOTTOM
LENGTH * WIDTH =
314 .0 129 .0 40506 ( AREA OF BOTTOM )
AREA OF MIDSECTION
LENGTH * WIDTH * 4
344 .0 159 .0 218784 ( AREA OF MIDSECTION * 4 )
CU . FT . _ [AREA TOP + ( 4*AREA MIDSECTION ) + AREA BOTTOM] * DEPTH/6
70686 .0 218784 .0 40506 .0 1 .7
Total Designed Volume Available = 549960 CU . FT .

S . TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon ( top of dike )
Length * Width =
380 .0 195 .0 74100 .0 square feet
Buildings ( roof and lot water )
0 .0 square feet Describe this area .
TOTAL DA 74100 .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 = 348300 lbs . ALW/135 lbs . ALW * 1 .37 gal/day 180 days
Volume = 636228 gals . or 85057 .2 cubic feet
5B . Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system . Flush systems that recirculate
the lagoon water are accounted for in 5A .
Volume = 0 .0 gallons/day * 180 days storage/7 .48 gallons
per CF
Volume = 0 .0 cubic feet
5C . Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall - 7 .5 inches
Volume = 7 .5 in * DA / 12 inches per foot
Volume = 46312 .5 cubic feet

5D . Volume of 25 year - 24 hour storm
Volume = 7 .5 inches / 12 inches per foot DA
Volume = 46312 .5 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A . 85057 cubic feet
5B . 0 cubic feet
5C . 46313 cubic feet
5D . 46313 cubic feet
TOTAL 177682 cubic feet
6 . SUMMARY
Temporary storage period____________________> 180 days
Rainfall in excess of evaporation=====______> 7 .5 inches
25 year - 24 hour rainfall__________________> 7 .5 inches
Freeboard___________________________________> 1 .0 feet
Side slopes====_____________________________> 3 .0 : 1
Inside top length___________________________> 380 .0 feet
Inside top width____________________________> 195 .0 feet
Top of dike elevation_______________________> 52 .5 feet
Bottom of lagoon elevation=====_____________> 41 .5 feet
Total required volume_______________________> 525982 cu . ft .
Actual design volume________________________> 549960 cu . ft .
Seasonal high watertable elevation ( SHWT )===> 44 . 1 feet
Stop pumping elev .===_______________________> 48 .5 feet
Must be > or = to the SHWT elev .====______> 44 . 1 feet
Must be > or = to min . req . treatment el .=> 47 .5 feet
Required minimum treatment volume=====______> 348300 cu . ft .
Volume at stop pumping elevation=====_______> 352779 cu . ft .
Start pumping elev .=________________________> 50 .7 feet
Must be at bottom of freeboard & 25 yr . rainfall
Actual volume less 25 yr .- 24 hr . rainfall==> 503648 cu . ft .
Volume at start pumping elevation=====______> 494486 cu . ft .
Required volume to be pumped=====___________> 131370 cu . ft .
Actual volume planned to be pumped=====_____> 1417,p6(,' ",(,,,ft .
Min . thickness of soil liner when required==> ,.�`,��A
Si
7 . DESIGNED BY: APPROVED BY : _ y
SE
DATE : DATE Ov/� ., 0294
I N E��• 41
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:

( 'P SHEET 1 OF 2
OPERATION 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 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 .
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 50 .7 as marked by permanent marker . Stop pump-
out when the fluid level reaches elevation 48 .5 . This temporary
storage , less 25 yr- 24 hr storm , contains 131370 cubic feet or
982646 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 .
S . Keep vegetation on the embankment and areas adjacent to the
lagoon mowed annually . Vegetation should be fertilized as needed
to maintain a vigorous stand .
6 . Repair any eroded areas or areas damaged by rodents and
establish in vegetation .
7 . All surface runoff is to be diverted from the lagoon to stable
outlets .
.8 . Keep a minimum of 2S 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
SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT 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 .
------ -------------------------------------------------
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
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 SPECIFICATIONS -
----------------------
AREA TO BE SEEDED : 2 .0 ACRES
USE THE SEED MIXTURE INDICATED AS FOLLOWS
0 .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
16 .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
0 .0 LBS . RYE GRASS AT 40 LBS ./ACRE ( TEMPORARY VEGETATION )
SEEDING DATES : DECEMBER 1 TO MARCH 30
LBS .
APPLY THE FOLLOWING :
2000 .0 LBS . OF 10-10-10 FERTILIZER ( 1000 LBS ./ACRE )
4 .0 TONS OF DOLOMITIC LIME ( 2 TONS/ACRE )
200 .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 IS ESTABLISHED .

OH-Ver-1.44
US Department of Agricuitune
Soil Conservation.._.$..er_vi.ce
PLANNED
QUANTITY CALCULATIONS
prepared for - - --
't- r- cck c=1 u
in
Area3 County , North Carolina
Designer : hg Checker
Date : 06/06/95 Date
EXCAVATION * ; ** FILL
Bot Left Right Off-CL ; CL Dist ; Area Volume ; Area Volume
Width SS SS ( f t ) ; Sta ( f t ) ( SgFt ) ( Cu .Yds ) ; (SgFt ) ( Cu .Yds )
199 3: 1 3 .4 : 1 133 .0 ; 0+40 ; 1734 .2 ; 0 .0
60 ; 3682 .7 ; 0 .0
179 3: 1 3 .4 : 1 133 .0 ; 1+00 ; 1580 .3 ; 0 .0
100 ; 9149 .1 ; 0 .0
129 3: 1 3 .4 : 1 133 .0 ; 2+00 ; 1371 .6 ; 0 .0
100 ; 13423 .0 ; 0 .0
79 3: 1 3 .4 : 1 133 .0 ; 3+00 ; 936 .3 ; 0 .0
80 ; 15685 .2 ; 0 .0
46 3: 1 3 .4 : 1 133 .0 ; 379+ .5 ; 600 .2 ; 0 .0

OH-Ver-1.44 ,4
U5 Department of AgricUl" `tyre
Soil. Conservation Se:r_j- �..,
CROSS-SECTION DATA
QUANTITY CALCULATIONS - -- -
Prepared- for -
r -I-- c> 1. c0 u 1-1 r-i v..
in
Area3 County , North Carolina
Designer : hg Checker
Date 06/06/95 Date
TEMPLATE DATA:
Beginning Elevation = 41 .5
Beginning Station = +40
+40 to +40 c\3c1199/3 .4 0 .00000 ft/ft
+40 to 1+00 c\3c1179/3 .4 0 .00000 f t/f t
1+00 to 2+00 c\3c1129/3 .4 0 .00000 ft/ft
2+00 to 3+00 c\3cl79/3 .4 0 .00000 ft/ft
3+00 to 379+ .5 c\3cl46/3 .4 0 .00000 ft/ft
SECTION NUMBER 1
Centerline Station +40
ORIGINAL DATA:
0 .0 / 51 .6 100 .0 / 51 .5 200 .0 / 49 .8 300 .0 / 47 .8 400 .0 / 47 .8
SECTION NUMBER 2
Centerline Station 1+00
ORIGINAL DATA:
0 .0 / 50 .9 100 .0 / 51 .0 200 .0 / 49 .5 300 .0 / 48 . 1 400 .0 / 48 .1
SECTION NUMBER 3
Centerline Station 2+00
ORIGINAL DATA:
0 .0 / 49 .6 200 .0 / 50 .4 300 .0 / 50 . 1 400 .0 / 49 .9 450 .0 / 49 .9
SECTION NUMBER 4
Centerline Station 3+00
ORIGINAL DATA:

( continued ) 06/06/95 _ page 2
0 .0 / 48 .6 100 .0 / 49 .8 200 .0 / 50 .5 300 .0 / 50 .1
SECTION NUMBER 5
Centerline Station 379+ .5
ORIGINAL DATA:
0 .0 / 48 .6 100 .0 / 49 .2 200'.0 / 50 .2 300 .0 / 49 .9

OH-Ver-1.44
US Department of Agriculture
Soil Conservation--Service
PLANNED
QUANTITY CALCULATIONS
prepared for _ ---- ^_-
M C--1 u .3. 1-k 1-1
in
Area3 County , North Carolina
Designer hg Checker
Date 05/09/95 Date
Job Number 012
* EXCAVATION ; * FILL
Top Left Right Off-CL ; CL Dist ; Area Volume Area Volume
Width SS SS ( ft ) ; Sta ( ft ) ; ( SgFt ) ( Cu .Yds ) ; ( SgFt ) ( Cu .Yds )
12 3: 1 3 : 1 100 .0 ; 0+00 ; 0 .0 ; 26 .9
160 ; 0 .0 229 .8
12 3: 1 3: 1 8 .0 ; 1+60 ; 0 .0 ; 50 .7
100 ; 0 .0 ; 562 .7
12 3: 1 3 : 1 15 .0 ; 2+60 ; 0 .0 ; 129 . 1
190 ; 0 .0 ; 1441 .2
12 3 .5: 1 3 .5: 1 20 .0 ; 4+50 ; 0 .0 ; 120 .6
110 ; 0 .0 1798 .5
12 3 .5: l 3 .5 : 1 20 .0 ; 5+60 ; 0 .0 ; 54 .9
110 ; 0 .0 1999 .9
12 3 .5: 1 3 .5 : 1 50 .0 ; 6+70 ; 0 .0 ; 44 .0
270 ; 0 .0 ; 2597 .2
12 3 .5: 1 3 .5 : 1 100 .0 ; 9+40 ; 0 .0 ; 75 .4

OH-Ver-1.44
US Department of AgricUltu'r`e
Soil Conservation'- Ser i=ce
CROSS-SECTION DATA
QUANTITY CALCULATIONS
prepared for
cp ui x. 1-1 ri
in
Area3 County , North Carolina
Designer : hg Checker
Date : 05/09/95 Date
Job Number 012
TEMPLATE DATA:
Beginning Elevation = 52 .5
Beginning Station = 0+00
0+00 to '0+ 1 d/3cll2\3 0 .00000 ft/f t
0+ 1 to +60 d/3cll2\3 0 .00000 ft/f t
+60 to 2+60 d/3cll2\3 0 .00000 ft/ft
2+60 to 4+50 d/3 .5cll2\3 .5 0 .00000 ft/ft
4+50 to 5+60 d/3 .5cll2\3 .5 0 .00000 ft/ft
5+60 to 6+70 d/3 .5cll2\3 .5 0 .00000 f t/f t
6+70 to 9+70 d/3 .5cll2\3 .5 0 .00000 ft/f t
SECTION NUMBER 1
Centerline Station 0+00
ORIGINAL DATA:
0 .0 / 50 .9 100 .0 / 51 .0 200 .0 / 49 .5
SECTION NUMBER 2
Centerline Station 1+60
ORIGINAL DATA :
0 .0 / 50 .0 100 .0 / 49 .5
SECTION NUMBER 3
Centerline Station 2+60
ORIGINAL DATA:
0 .0 / 47 .6 100 .0 / 47 .8
SECTION NUMBER 4
Centerline Station 4+50
ORIGINAL DATA:
0 .0 / 48 .1 100 .0 / 48 . 1

(continued ) 05/09/95
SECTION NUMBER 5 _
Centerline Station 5+60
ORIGINAL DATA:
0 .0 / 49 .9 100 .0 / 49 .9
SECTION NUMBER 6
Centerline Station 6+70
ORIGINAL DATA:
.0 .0 / 50 .5 100 .0 / 50 . 1
SECTION NUMBER 7
Centerline Station 9+40
ORIGINAL DATA :
0 .0 / 48 .6 100 .0 / 49 .2 200 .0 / 50 .2

OH-Ver-1.44
U5 Department of Agriculture
Soil Conservation. Service
PLANNED
QUANTITY CALCULATIONS -
prepared for
1 t- j
in
Area3 County , North Carolina
Designer hg Checker
Date 06/06/95 Date
EXCAVATION ** ; FILL
Top Left Right Off-CL ; CL Dist ; Area Volume ; Area Volume
Width 5S SS ( ft ) ; Sta ( ft ) ; ( SgFt ) ( Cu .Yds ) ; ( SgFt ) ( Cu .Yds )
240 4 : 1 3: 1 160 .0 ; 0+69 ; 0 .0 ; 516 .5
131 ; 0 .0 ; 3193 .3
24O 4 . 1 3: 1 150 .0 ; 2+00 ; 0 .0 ; 799 .9
100 ; 0 .0 ; 6447 .2
240 4 : 1 3: 1 150 .0 ; 3+00 ; 0 .0 ; 957 .2
69 ; 0 .0 ; 8886 .5
240 4 : 1 3: 1 150 .0 ; 3+69 ; 0 .0 ; 951 .8

OH-Ver-1.44 a
US Department of Agriculture
Soil. Conser-vation .Service
CROSS-SECTION DATA
QUANTITY CALCULATIONS
prepared for
- - <D JL cq u. 1 1-1 1-1
in
Area3 County , North Carolina
Designer = hg Checker
Date : 06/06/95 Date
TEMPLATE DATA:
Beginning Elevation = 52 .8
Beginning Station = +69
+69 to 2+00 d/4cl24O\3 0 .00000 ft/ft .:
2+00 to 3+00 d/4cl24O\3 0 .00000 fUft
3+00 to 3+69 d/4c124O\3 0 .00000 ft/ft
SECTION NUMBER 1
Centerline Station +69
ORIGINAL DATA:
0 .0 / 51 .6 100 .0 / 50 .8 200 .0 / 50 .3 300 .0 / 50 .9 400 .0 / 51 .0
500 .0 / 49 .5
SECTION NUMBER 2
Centerline Station 2+00
ORIGINAL DATA:
0 .0 / 51 .2 100 .0 / 50 .2 200 .0 / 49 . 1 300 .0 / 49 .6 400 .0 / 50 .4
500 .0 / 50 .1
SECTION NUMBER 3
Centerline Station 3+00
ORIGINAL DATA:
0 .0 / 50 .2 100 .0 / 49 .7 200 .0 / 48 .9 300 .0 / 48 .6 400 .0 / 49 .8
500 .0 / 50 .5
_c_CTION NUMBER 4
Centerline Station 3+69
ORIGINAL DATA:
0 .0 / 50 .1 100 .0 / 49 .7 200 .0 / 49 .5 300 .0 / 48 .6 400 .0 / 48 .8
SOO .0 / 50 .0

PLAN OF EXCAVATED WASTE STORAGE PIT
NAME• E�tRo � K� � Date:
county:_ D�,ol•„/ _ - ---- ---
Address:
�r.Po -6-k. C-0 KQ0.1!1-+
L A�serf O�,v�2.►J S:m„1 S
ENa TII
W
$I OE $UP(_,a0 1
/
�
do \ AVE. TOP ELEV. /
Ant. 90TT" EL".
Ow bmt for VOW" ala stfam)
Use of facility: ' . 4, L
Capacity:
Soil Type: Gd1lone Ft3
Bench Mark on a tic. � At LOC. o
Bottom 2
Normal Liquid Leval =lev.
Storage for normal Preci alev.
N&ximui Liquid Level P H Ft.
25 yr. Storm Storage Else.
Crest in N Ft.
Marc.Flog Depth Elev.-- _7 45
Fraboard (+) - !'t.
Top of Daz N -- i.o Ft.
Elev.. sz>�

yy 1.
TYPICAL VIEW OF A ONE-STAGE LAGOON SYSTEM
r
Confinment Building Top Width
I-t.c T-P Settled Top Elevation 57-
Pipe Invert Elevation
{� SS 3,a
Pit SS 3.0 :� SS 1
i
TREATMENT
t LAGOON
• 't
Depth =
" Pipe (Needs to be adequately
supported)
Bottom $levation T�S
NOTE : RIP-RAP , FLEXIBLE PIPE OR OTHER SUITABLE MATERIAL WILL BE
PLACED AT PIPE OUTLETS TO PREVENT EROSION OF CLAY LINER

Cr
�i ' � r
;- 7
_of,Po t'? y 5 1 6 �� 1,9 S� ,� S Z,o 3�,6 /�7,L 47 L
' D;�pc��-
8ts1.j ?AJ aDA SR1& c�cnilE�
i , 00 si,;�4
1
4
CI
Itiv
Elr�, Sla
'o fit►_ yq,7 �.5 �B.b C5 q?S
CFI44c,
JL /M A2Lkc �11'
- � j ��Ed, �o.a ToP. - ��.�.✓may
1
i

,
r
GD 'L^D .ca 'ScD 37�
i L„j F D
_ GA.�S SEC�io�S YdtL hA�
Dc��I7d Co,
r

0 /bo �Dp 300 379-rt
r
I

t
PLAN OF EXCAVATED WASTE STORAGE PIT
xAME: ( c2 K;rJ� Date:
county: D�„ol•�l - _.
Address: - _ -- -----
�c+r: 56E �po �t coctaec.T
LA�svni O;MC+aJS:a„JS
EKC TN
i
\� it OE supE aa0 1
0' o `1 7 z•Cs AVE. MP EtEY.
o.
Arc. 90TT*w ELEY.
L ENC TH
(3fa bads for VOW= calaelKiar)
Use of facility:
Capacity: lone Ft3
Soil Typo:
Ben
ch Mark
^ cr on !. 70
CST [e,RN
BOttoBl
Normal Liquid Level lev. yl.S
a
Storage for normhl Preci Plev.
x'Y� Liquid Level �xlev
Pt.
25 yr, storm Storage +) -
M W-Flow Depth Slay. �,S
Freeboard Ft.
Top of Dam (+� �iQFt
•
Slay. s2.