310007_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: 31-0007 Certificate Of Coverage Number: AWS31 0007
2. Facility Name: Danny L.Brown Farm
3. Lando r;,ier"s.=a:rP(same as on the Waste Management Maul: Do— Brown
4. Landowner's Mailing Address. 174 Mars1,1,Ain Rd
City: Teache State: NC Zip: 28464-9524
Telephone Number: 910-289-3544 Ext. E-mail: [e-mail]
5. Facility's Physical Address: 177 Marshburn Rd
City: Teache State: NC Zip: 284649524
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"): Murphy-Brown LLC
10. Operator Name(OIC): Danny L.Brown Phone No.: 910-289-3544 OIC#: 19630
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-Wean to Feeder 10,400
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)
1 q 33,977.00 19.50
2 Ict 34,195.00 19.50
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application
as required by NC General Statutes 143-215.10C(d)to the address below.
The CAWMP must include the following components:
1 The most rerent 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 attaclunents 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,of+ficer of the corporation):
Name: " E'_ 'J W i le: f 011 6
Signature: V ate: ��L L 1��
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

��SrATF4
ROY COOPER =%
Governor � '
MICHAEL S.REGAN .�«." r.
Secretory
LINDA CULPEPPER NORTH CAROLINA
Dfrerfor Environmental Quality
February 27,2019
Danny L Brown
Danny L.Brown Farm
174 Marshburn Rd
Teachey,NC 28464-9524
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 https://deg.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 Agril 3. 2019.
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,
kot� �*
Jon Risgaard,Section Chief
Animal Feeding Operations and Groundwater Section
Enclosures
cc(w/o enclosures): Wilmington Regional Office,Water Quality Regional Operations Section
Dolin County Soil and Water Conservation District
AFOG Section Central Files-AWS310007
Murphy-Brown LLC
North Carolina Department of Environmental Quality ( Division of Water Resourc=_s
EM2 N.Salisbury St.I MG Nail Service Center I Raleigh,North Carolina 2 7 6 9 9-169 6
'^`� —: � 919.7079D00

Version—November 26,2018
Mortality Management Methods
Indicate which method(s) will be implemented.
When selecting multiple methods indicate a primary versus secondary option.
Methods other than those listed must be approved by the State Veterinarian.
Primary Secondary Routine Mortality
Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.106-403). The bottom of the burial pit should beat least one foot above the seasonal
high water table.Attach burial location map and plan.
Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
aRendering at a rendering plant licensed under G.S. 106-168.7.
Complete incineration according to 02 NCAC 52C .0102.
QA composting system approved and permitted by the NC Department of Agriculture & Con-
sumer Services Veterinary Division (attach copy of permit). If compost is distributed off-farm,
additional requirements must be met and a permit is required from NC DEQ.
In the case of dead poultry only, placing in a disposal pit of a size and design approved by the
NC Department of Agriculture&Consumer Services (G.S. 106-549.70).
a a Any method which, in the professional opiniontof 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 ` mietJ.;f e nergenc j mortality disposal ontions; contact the hivicion for guidanra.
• A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated
when numbers of dead animals exceed normal mortality rates as specified by the State
Veterinarian.
Burial must be>done in accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance.
• Mass burial sites are subject to additional permit conditions(refer to facility's animal
waste management system permit).
• In the event of imminent threat of a disease emergency, the State Veterinarian may enact
additional temporary procedures or measures for disposal according to G.S. 106-399.4.
- %
Si nature of farm Owner/Manager Date
C M_A_L� 3- 14-/9
Signature of Technical Specialist Date

EMERGENCY ACTION FLAN
PHONE NUMBERS
DWQ g10-395- 3900
EMERGENCY MANAGEMENT SYSTEM 911
SWCD
NRCS
This plan will be implemented in the event that wastes from
your operation are leaking, overflowing, or running off
site. You should not wait until wastes reach surface waters
or leave your property to consider that you have a problem.
You should make every effort to ensure that this does not-
happen . This plan should be posted in an accessible
location for all employees at the facility. The following
are some action items you should take .
1 . Stop the release of wastes . Depending on the
situation, this may or may not be possible. Suggested
responses to some possible problems are listed below.
A. Lagoon overflow-possible solutions are:
a . Add soil to berm to increase elevation of dam .
b. Pump wastes to fields at an acceptable .rate .
C. Stop all flows to the lagoon immediately.
d . Call a pumping contractor .
e. Make sure no surface water is entering lagoon .
B: Runoff from waste application field-actions
include:
a . Immediately stop waste application.
b. Create a temporary diversion to contain �.,aste .
C. Incorporate waste to reduce runoff .
d . Evaluate and eliminate the reason (s) that
caused the runoff .
e . Evaluate the application rates for the fields
where runoff occurred .
C : Leakage from the waste pipes and sprinklers-action
include:
a . Stop recycle pump.
b. Stop irrigation pump.
C . Close valves to eliminate further discharge .

the incident from item 2 above, the exact location
of the facility, the location or direction of
movement of the spill , weather and wind conditions .
The corrective measures that have been under taken,
and the seriousness of the situation .
b. If spill leaves property or enters surface �-paters,
call local EMS Phone number 911 .
C. Instruct EMS to contact local Health Department.
d. Contact CES, phone number 910-862-4591 , local S;,"CD
office phone number 910-862-6936 , and local N.RCS
office for advice/technical assistance phone number
910-862-6936.
4 : If none of the above works call 911 or the Sheriff's
Department and explain your problem to them and ask
that person to contact the proper agencies for you.
5 : Contact the contractor of your choice to begin repair
of problem to ninimize off-site damage .
a . Contractors Name:
b. Contractors Address :
C. Contractors Phone:
6 : Contact the technical specialist who certified the
lagoon (NRCS, Consulting Engineer, etc. )
a . Name:_�n1� GPI
b. Phone: y/0 53t.-V7z9
7 : Implement procedures as advised by DWQ and technical
assistance agencies to rectify the damage, repair the
system, and reassess the waste management plan to keep
problems with release of wastes from happening again.
dadd� ni..,o,ai...,oa<<pie e .
sep(12.96

/ Nutrient Management Plan For Animal Waste Utilization
10-01-2019
This plan has been prepared for: This plan has been developed by:
Danny L. Brown (31-7) Ronnie G. Kennedy Jr.
Danny L. Brown Agriment Services, Inc.
174 Marshburn Road PO Box 1096
Teachey, NC 28464 Beulaville, NC 28518
910-289-3544 252-568-
ve oper Signature
Type of Plan: Nitrogen Only with Manure Only
Owner/Manager/Producer Agreement
I(we)understand and agree to the specifications and the operation and maintenance
procedures established in this nutrient management plan which includes an animal
waste utilization plan for the farm named above. I have read and understand the
Required Specifications concerning animal waste management that are included with
this plan.
`,1 . . \ /b - t ' 19
Signature weer) Date
Signature(manager or producer) Date
This plan meets the minimum standards and specifications of the U.S. Department of
Agriculture-Natural Resources Conservation Service or the standard of practices
adopted by the Soil and Water Conservation Commission.
i
Plan Approved By-
T pecialist Signature Date
883857 Database Version 4.1 Date Printed: 10-01-2019 Cover Page 1

Nutrient Management Plan For Animal Waste Utilization
10-01-2019
This plan has been prepared for: This plan has been developed by:
Danny L. Brown (31-7) Ramie G. Kennedy Jr.
Danny L. Brown Agrunent Services, Inc.
174 i'darshburn Road PO Box 1096
Teachey, NC 28464 Betdaville. NC 28518
910-289-3544 252-568-�
�ve oper Signature
Type of Plan: Nitrogen Only with Manure Only
Owner/Manager/Producer Agreement
I (we) understand and agree to the specifications and the operation and maintenance
procedures established in this nutrient management plan which includes an animal
waste utilization plan for the farm named above. 1 have read and understand the
Required Specifications concerning animal waste management that are included with
this plan. 4000
Signature(owner) Date
Signature(manager or producer) Date
This plan meets the minimum standards and specifications of the U.S. Department of
Agriculture -Natural Resources Conservation Service or the standard of practices
adopted by the Soil and Water Conservation Commission.
Plan Approved By; ii
T 'pecialist Signature Date
883857 Database Version 4.1 Date Printed: 10-01-2019 Cover Page I

Nutrients applied in accordance with this plan will be supplied from the
following source(s):
Commercial Fertilizer is not included in this plan.
S5 Swine Nursery Lagoon Liquid waste generated 1,986,400 gals/year by a 10,400 animal
Swine Nursery Lagoon Liquid operation.This production facility has waste storage
capacities of approximately 180 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast 358I
Incorporated 4297
Injected 4297
Irrigated 3581
Max. Avai I. Actual PAN PAN Surplus/ Actual Volume Volume Surplus/
PAN(lbs)* Applied (lbs)I Defcit(lbs) Applied(Gallons) Deficit(Gallons)
Year 1 3,581 7072 -3,491 399239399 -1,936,999
Note: In source ID,S means standard source..0 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.
883857 Database Version 4.1 Date Printed: 10-01-2019 Source Page 1 of 1

Narrative
10/1/19
No changes made to irrigation system. Used wettable acres done by Hank Gay 1/6/2001. This plan
udates PAN rates only.
883857 Database Version 4.1 Date Printed: 10-01-2019 Narrative Page I of 1

The table shown below provides a summary of the crops or rotations included in this plan for each field. Realistic
Yield estimates are also provided for each crop in the plan. In addition,the Leaching Index for each field is shown,
where available.
Planned Crops Summary
Total Useable Leaching
Tract Field Acres Acres Index(LI) Soil Series Crop Sequence RYE
2153 IA 2. 2.00 N/A Noboco Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 6.5 Tons
2153 1 B 1.85 1.85 N/A Noboco Small Grain Overseed 1.0 Tons
Hybrid Bemrudagrass Pasture 6.5 Tons
2153 2 1.44 1.44 N/A Noboco Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 6.5 Tons
2153 3A 3.87 3.97 NIA Nob000 Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 6.5 Tons
2153 313 3.87 3.87 NIA Noboco Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 6.5 Tons
2 553 4 1.40 1.4 N/A Noboco Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 6.5 Tons
2153 5 4.19 4.19 N/A Noboco Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 6.5 Tons
2153 6A 2.88 2.88 NIA Noboeo Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 16ns
2153 68 3.00 3.00 N/A Noboco Small Grain Overseed
Hybrid Bermudagrass Pasture
2 SS3 7 1.50 1.50 N/A Noboco Small Grain Overseed
Hybrid Bermudagrass Pasture
PLAN TOTALS: 26.00 26.00
Ll Potential Leaching Technical Guidance
<2Low potential to contribute to soluble None
-nutrient leaching below the root zone.
>=2& Moderate potential to contribute to Nutrient Management(590)should be planned.
<=10soluble nutrient leaching below the root
zone.
High potential to contribute to soluble Nutrient Management(590)should be planned. Other conservation pmcdces that improve
nutrient leaching below the root zone. the soils available water holding capacity and improve nutrient use efficiency should be
10 considered. Examples are Cover Crops(340)to scavenge nutrients,Sod-Based Rotations
(328),Long Term No-Til 1(778),and edge-of-field practices such as Filter Strips(393)and
Riparian Forest Buffers(391).
883857 Database Version 4.1 Date Printed 10/12019
PCS Page 1 of 1
NOTE: Symbol'means user entered data.

The Waste Utilization table shown below summarizes the waste utilization plan for this operation. This plan provides an estimate of the number of acres of
cropland needed•to use the nutrients being produced. The plan requires consideration of the realistic yields ofthe 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 wil I 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
Nitrrgen Coatm. Res. M== LiWW Solid Ligud SolidMou
PA Fert. (lbs(A) PA Ma=cA Mc= Mature AMW
Nutrient Nutrient NutricaM pplied Applied Apoed (Field)
Rod Applied PPW (me) (acre) (Field)
(ibs/A) (tbs/A) ()bs/A)
Source TCMI Use. Applic Apple. 1003
Tact Field ID Soil Series Acres I Acres Crop RYE period N N N Maw N VYA Tons 1000 gals tons
2153 IA SS Noboco 2.00 2.00 Small Grin Overseed 1.0 Tons 10/1 3/31 50 0 0 brig. so 27.74 0.00 SSAS 0.00
2153 IA SS NobOcO 2.00 2.00 Hybrid Bermudag ess Pasture 6.5 Tons 3/1-9/30 222 1 0 0 1 Irrig 222 123.16 0.00 246.32 0.00
2153 IB SS Noboco 1.85 1.85 Small Grain Overseed 1.0 Tons 10/1-3/31 5o 0 0 Inig. 50 27.74 0.00 $1.32 0.00
2153 IB SS oboco 1.85 1.85 Hybrid Beemudapiss Pasture 6.5 Tons 3/1-9/30 222 0 0 twig. 2221 123.16 0.00 WAS 0.00
2153 2 SS 1.44 1.44 Small Grin Overseed 1.0 Tons 10/1-3131 50 0 0 Irrig. 50 27.74 0.00 39.94 0.00
21S3 2 SS oboes 1.44 1.44 Hybrid Bermudagrss Pasture 6.5 Tans 3/1-9/30 222 0 0 Irrig 123.16 0.00 177.33 0.00
2153 3A S5 3.97 3.87 Small Grain Ovcrsmd 1.0 Tons 10/1-3131 50 0 0 brig 50 27.74 0.00 107.35 0.00
2153 3A SS 3.87 3.97 Hybrid Bermudagrass Pasture 6.5 Tons 3/1-9/30 222 0 0 Irrig. 222 123.16 0.00 476.63 0.00
2153 38 1 SS oboco 3.87 3.97 Small Grin Oversecd 1.0 Tons 10/1-3/31 50 0 0 brig 50 27.74 0.00 107.35 0.00
2153 3B SS Nob000 3.97 3.87 Hybrid Bamudagrass Pasture 6.5 Tons 311-9/30 222 0 0 twig 222 123.16 0.00 476.63 0.00
2153 4 SS Noboco, 1.40 1.40 Small Grin Ovaseed 1.0 Tons 10/1-3/31 50 0 0 brig. SO 27.74 0.00 38.84 0.00 1
2153 4 SS NobOCO 1.40 1.40 Hybrid Bennudagrass Pasture 6.5 Tons 3/1-9130 222 0 0 brig 222 123.16 0.00 172.43 0.00
2153 S SS 4.19 4.19 Small Grin Oversced 1.0 Tons 1011-313 t 5o 0 0 Irrig 50 27.74 0.00 116.23 0.001
2153 5 SS oboes 4.19 4.19 Hybrid Bermudagross Pasture 6.5 Tons 3/1-9130 222 0 0 Irrig. 222 123.1 0.00 516.0S 0.00
2153 6A SS oboco 2.88 2.88 Small Grain Ovaseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 79.89 0.00
2153 6A SS oboco 2.88 2.88 Hybrid Bemtudagtass Pasture 6.5 Tons 3Il A130 222 1 0 0 brig. 222 123.16 0.00 354.70 0.00
883857 Database Version 4.1 Date Printed:10/1/2019 WUT Page I of 2

Waste Utilization Table Year
Nitrogen Cemat Res. Mansuc LiQsid Solid Lurid Solid Man
PA Fen. (lbs/A PA M=ZrA Mama,e Manuro Applied
Nutrient Nutrient NutricnM ppliad Applied App5cd (Fick!)
Read Applied ppEcd (acre) (acre) (Field)
(Ibs/A) ObVA) Obs/A)
So Teal the. IOOD
Tract Field IDarce Soil Series Acres Acres Crop RYE Pericd N N N MCthod N ga!/A Tons I000 gals tons
21S3 66 SS Nabow 3.00 3.00 Small Grain Ovcrscod 1.0 Tons 10/1.3/31 SO 0 1 0 brig 50 27.74 0.00 83.22 0.00
2153 68 SS Nobow 3.00 3.00 Hybrid Bermudagrass Pasture 6.5 Tau 3/1-9/30 222 0 0 brig. 222 123.16 0.00 369.48 0.0
2153 7 SS Nobow 1.50 LSO Small Grain Ovcrseed 1.0 Tons 10/1.3131 SO 0 0 brig. 50 27.74 0.00 41.61 0.0
2153 7 SS oboco I.SO I.SO Hybrid Bermudagrass Pasture 6.5 Tons 3/l-9/30 222 0 0 !trig 22 123.1 0.00 184.74 0.00
Total Appl141000 gallons 3,923A
Total produced.I000 gapers 1,986.4
Balance.loon gallons -1,937.0
Total Applied,tas 0.
Total Produced,torts O•OC
Balance.tons 0.00
Notes: 1. In the tract column,--symbol means leased,otherwise,owned. 2. Symbol means user entered data.
983857 Database Version 4.1 Date Printed:10/I/2019 WUT Page 2 of 2

The Irrigation Application Factors for each field in this plan are shown in the following table. Infiltration rate varies
with soils. If applying waste nutrients through an irrigation system,you must applyat 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 (inchesltour) (inches)
2153 IA Noboco, 0.50 1.0
2153 1 B Noboco 0.50 1.0
2153 2 Noboco 0.50 1.0
2153 3A Noboco 0.50 1.0
2153 3B Noboco 0.50 1.0
2153 4 Noboco 0.50 1.0
2153 5 Noboco, 0.50 1.0
2153 6A Noboco 0.50 1.0
2153 6B Noboco 0.50 1.0
2153 7 Noboco 0.50 1.0
883857 Database Version 4.1 Date Printed 10/I/2019 IAF Page I of I
NOTE: Symbol*means user entered data

The following Lagoon Sludge Nitrogen Utilization table provides an estimate ofthe 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 ofthe effluent. At
clean out,this material must be utilized for crop production and applied at agronomic rates. In most cases,the
priority nutrient is nitrogen but other nutrients including phosphorous,copper and zinc can also be limiting. Since
nutrient levels are generally very high, application of sludge must be carefully applied.
Sites must first be evaluated for their suitability for sludge application. Ideally,effluent spray fields should not be
used for sludge application. If this is not possible,care should be taken not to load effluent application fields with
high amounts of copper and zinc so that additional effluent cannot be applied. On sites vulnerable to surface water
moving to streams and lakes,phosphorous is a concern. Soils containing very high phosphorous levels may also
be a concern.
Lagoon Sludge Nitrogen Utilization Table
Maximum Maximum Sludge
Crop PA-N Rate Application Rate Minimum Acres Minimum Acres Minimum Acres
lb/ac 1000 gal/ac 5 Years Accumulation I 10 Years Accumulation 15 Years Accumulation
Swine Nursery Lagoon Sludge-Standard
Com 120 bu ISO 14.69 23.72 47.44 71.16
Hay 6 ton R.Y.E. 300 29.38 11.86 23.72 3S.S8
Soybean 40 bu 160 15.67 22.24 44.47 66.71
993857 Database Version 4.1 Date Printed: l 0-01-2019 Sludge Page 1 of 1

The Available Waste Storage Capacity table provides an estimate of the number of days of storage
capacity available at the end of each month of the plan. Available storage capacity is calculated as the
design storage capacity in days minus the number of days of net storage volume accumulated The start
date is a value entered by the user and is defined as the date prior to applying nutrients to the first crop in
the plan at which storage volume in the lagoon or holding pond is equal to zero.
Available storage capacity should be greater than or equal to zero and less than or equal to the design
storage capacity ofthe facility. Ifthe 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.
Source Name Swine Nurse Lagoon Liquid Des n Storage Ca aci (Days)
Start Date 9/1 180
Plan year Month Available Storage Capacity(Days)
1 l 121
1 2 113
1 3 161
1 4 180
1 5 180
1 6 180
1 7 180
1 g 180
1 9 180
1 10 169
1 11 159
l 12 ::155:j
*Available Storage Capacity is calculated as of the end of each month.
893857 Database Version 4.1 Date Printed: 10-01-2019 Capacity Page 1 of 1

Reauired Specifications For Animal Waste Management
1. Animal waste shall not reach surface waters of the state by runoff,drift,
manmade conveyances, direct application,or direct discharge during
operation or land application. Any discharge of waste that reaches surface
water is prohibited.
2. There must be documentation in the design folder that the producer
either owns or has an agreement for use of adequate land on which to
properly apply the waste. If the producer does not own adequate land to
properly dispose of the waste, he/she shall provide evidence of an
agreement with a landowner,who is within a reasonable proximity,
allowing him/her the use of the land for waste application. It is the
responsibility of the owner of the waste production facility to secure an
update of the Nutrient Management Plan when there is a change in the
operation, increase in the number of animals,method of application,
receiving crop type, or available land.
3. Animal waste shall be applied to meet, but not exceed,the nitrogen needs
for realistic crop yields based upon soil type,available moisture, historical
data,climatic conditions, and level of management,unless there are
regulations that restrict the rate of applications for other nutrients.
4. Animal waste shall be applied to land eroding less than 5 tons per acre
per year. Waste may be applied to land eroding at more than 5 tons per
acre per year but less than 10 tons per acre per year provided grass filter
strips are installed where runoff leaves the field (see USDA, NRCS Field
Office Technical Guide Standard 393 -Filter Strips).
5. Odors can be reduced by injecting the waste or by disking after waste
application. Waste should not be applied when there is danger of drift
from the land application field.
6. When animal waste is to be applied on acres subject to flooding,waste
will be soil incorporated on conventionally tilled cropland. When waste is
applied to conservation tilled crops or grassland, the waste may be
broadcast provided the application does not occur during a season prone
to flooding (see "Weather and Climate in North Carolina" for guidance).
883857 Database Version 4.1 Date Printed: 10/1/2019 Specification Page 1

7. Liquid waste shall be applied at rates not to exceed the soil infiltration
rate such that runoff does not occur offsite or to surface waters and in a
method which does not cause drift from the site during application. No
ponding should occur in order to control odor and flies.
8. Animal waste shall not be applied to saturated soils,during rainfall
events, or when the soil surface is frozen.
9. Animal waste shall be applied on actively growing crops in such a manner
that the crop is not covered with waste to a depth that would inhibit
growth.The potential for salt damage from animal waste should also be
considered.
10. Nutrients from waste shall not be applied in fall or winter for spring
planted crops on soils with a high potential for leaching. Waste/nutrient
loading rates on these soils should be held to a minimum and a suitable
winter cover crop planted to take up released nutrients. Waste shall not
be applied more than 30 days prior to planting of the crop or forages
breaking dormancy.
11. Any new swine facility sited on or after October 1, 1995 shall comply with
the following: The outer perimeter of the land area onto which waste is
applied from a lagoon that is a component of a swine farm shall be at least
50 feet from any residential property boundary and canal. Animal waste,
other than swine waste from facilities sited on or after October 1, 1995,
shall not be applied closer that 25 feet to perennial waters.
12. Animal waste shall not be applied closer than 100 feet to wells.
13. Animal waste shall not be applied closer than 200 feet of dwellings other
than those owned by the landowner.
14. Waste shall be applied in a manner not to reach other property and
public right-of-ways.
883857 Database Version 4.1 Date Printed: 10/1/2019 Specification Page 2

15. Animal waste shall not be discharged into surface waters,drainageways,
or wetlands by a discharge or by over-spraying. Animal waste may be
applied to prior converted cropland provided the fields have been
approved as a land application site by a "technical specialist". Animal
waste shall not be applied on grassed waterways that discharge directly
into water courses, and on other grassed waterways,waste shall be
applied at agronomic rates in a manner that causes no runoff or drift
from the site.
16. Domestic and industrial waste from washdown facilities,showers,toilets,
sinks,etc., shall not be discharged into the animal waste management
system.
17. A protective cover of appropriate vegetation will be established on all
disturbed areas (lagoon embankments, berms, pipe runs,etc.). Areas
shall be fenced, as necessary,to protect the vegetation. Vegetation such as
trees,shrubs,and other woody species,etc., are limited to areas where
considered appropriate. Lagoon areas should be kept mowed and
accessible. Berms and structures should be inspected regularly for
evidence of erosion, leakage, or discharge.
18. If animal production at the facility is to be suspended or terminated,the
owner is responsible for obtaining and implementing a "closure plan"
which will eliminate the possibility of an illegal discharge, pollution, and
erosion.
19. Waste handling structures, piping, pumps, reels,etc.,should be inspected
on a regular basis to prevent breakdowns, leaks, and spills. A regular
maintenance checklist should be kept on site.
20. Animal waste can be used in a rotation that includes vegetables and other
crops for direct human consumption. However,if 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.
993857 Database Version 4.1 Date Printed: 10/1/2019 Specification Page 3

22. Waste shall be tested within 60 days of utilization and soil shall be tested
at least annually at crop sites where waste products are applied. Nitrogen
shall be the rate-determining nutrient, unless other restrictions require
waste to be applied based on other nutrients, resulting in a lower
application rate than a nitrogen based rate. Zinc and copper levels in the
soils shall be monitored and alternative crop sites shall be used when
these metals approach excessive levels. pH shall be adjusted and
maintained for optimum crop production. Soil and waste analysis
records shall be kept for a minimum of five years. Poultry dry waste
application records shall be maintained for a minimum of three years.
Waste application records for all other waste shall be maintained for five
(5)years.
23. Dead animals will be disposed of in a manner that meets North Carolina
regulations.
883857 Database Version 4.1 Date Printed: 10/1/2019 Specification Page 4

Crop Notes
The following crop note applies to field(s): 1 A, 1 B,2,3A,3B,4,5,6A,6B,7
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 bushelstacre.Plant all these small grains at 1-1 1/2"deep.Adequate depth control is
essential.Review the NCSU Official Variety green book and information from private companies to
select a high yielding variety with the characteristics needed for your area and conditions.Apply no more
than 30 lbs/acre N at planting.Phosphorus and potash recommended by a soil test can also be applied at
this time.The remaining N should be applied during the months of February-March.
The following crop note applies to field(s): IA, 1 B,2,3A,3B,4,5,6A,6B,7
Bermudagrass:CP,Mineral Soil,Moderately Well Drained.
Adaptation: Well-adapted.
In the Coastal Plain,hybrid bermudagrass sprigs can be planted Mar. 1 to Mar.31.Cover sprigs 1"to 3"
deep(1.5"optimal).Sprigs should be planted quickly after digging and not allowed to dry in sun and
wind.For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows,spaced 2'to 3' in the row.Generally a
rate of 30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing
conditions.Tifton 44 spreads slowly,so use at least 40 bu/ac in 1.5'to 2' rows spaced 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 lb/ac N in
the establishment year in split applications in April and July. For established stands apply 180 to 240
Ib/ac N annually in split applications,usually in April and following the first and second hay cuts.
Reduce N rates by 25%for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization
of Pastures and Forages in North Carolina for more information or consult your regional agronomist or
extension agent for assistance.
883857 Database Version 4.1 Date Printed: 10-01-2019 Crop Note Page 1 of 1

Wettable Acres Ddernmination Certification
Facility Number.
Name of Facility:_`�.�• ��.oytf Attw�. _
Owner(s)Name: T)Aw, ,, L+ arto., Phone No:
Mailing Address:_
By signing this form,the facility owner and Technical Specialist acknowledge the completion of the
Wettable Acres Determination. All necessary Wettable Acre Determination Feld Data Sheets and
calculations were completed to.conduct a Wettable Acre Determination. The facility's Waste
Utilization Plan has been amended as necessary to reflect actual wetted acreage. A copy of all
worksheets, calculations, and other Wettable Acres Determination documents, along with the
applicable Waste Utilization Plan and Wettable Acre Determination Certification will be filed with
the local Soil and Water Conservation District. A copy will also be kept on site with the Certified
Animal Waste Management Plan. Any future modifications must be approved by a technical
specialist and filed with the Soil and Water Conservation District prior to implementation. If any
modifications to the existing irrigation system or any new irrigation equipmeht was required to
adequately address the waste management needs of this facility, an Iirrigagon Specialist or
Professional Engineer has certified the design and installation below.'
�. OwnerName: l�ttor.+�
Owner Signature: &A 7) Date 1g
Technical Specialist Name: Z-&k a`
Technical Specialist j Dom'
1� Sigaature• .
If assisted by an Irrigation Specialist or Professional Engineer please read and sign below:
Animal waste application equipment lies been designed or modified to apply waste as necessary to
accommodate the waste management plan and according to MRCS Standards. Animal waste
application equipment has been installed according to MRCS Standards and is ready for use.
Irrigation SpeddistlPE Name:
Irrigation Specialist/PE Signature: Date:
Submit this form to:
1
Non-Discharge Compliance Unit
Division of Water Quality
1617 Mail Service Center
Raleigh,NC 27699-1617

� 3
Irrigated Acreage Determination Procedures
for wastewater Application Equipment
Hard Hose Traveling Gun "System
FIELD DATA 'rf1 ORKSHEET*
1. Make and model number ht� 6)D A+ °) $4-
2. Hose length .� [feet] and hose inside diameter (ID) 3.v [inch]
3. Gun make and model number 4*6bj SIZ, ISO
4. Gun nozzle size (inch], ring orifice, taper bore orifice
S. Gun arc angle [degrees]
6. 'Travel lane spacing !, 94o - [feet). Indicate whether✓uniform or random.
Number of exterior hydrants Number of interior hydrants
7. Gun wetted diameter ZSS.o[feet]. ✓ measured or based on gun chart.
8. Gun pressure 40 . [psi] observed at working gauge,
determined from gun charts, calculated (show calculations)
**9. Operating pressure at hose reel o [psi]. ✓ observed at working gauge or
provided by owner.
**10. Supply line size [inch] (from pump to last hydrant)
**11. Supply line length AoRW4`feet (maximum pumping distance)
**12. Supply line ty a ✓_.PVC or aluminum
**13. Pump make and model number
**14. Pump capacity [gpm]
**15. Engine make and model number
or
**16. Electric motor horsepower and rpm [hp] _._. [rpm]
Note: It is strongly recommended that you field determine wetted diameter and operating
pressure at the reel and gun.
* Locate each hydrant on a copy of the map. Indicate the start and stop of the sprinkler cart
for each travel lane and show the distance traveled.Show the location of the supply line.
Irrigated acres are determined by the travel lane.
*' Optional data, furnish where possible.
***Inform tion furnished b}�
and/or
Signature of own r facilitv representative Signature of techni 1 specialist
7::�AA14!3 L- I'L4b&j j - �A A g!6n
Printed name of o%3ner or facility representative Printed name of technical skcialist
row Date 1'r-0.0 l Date 1 � Z`?'1
***Only the person or people collecting the data should sign the Field Data Worksheet.

/ !
HARD.HOSE TRAVELER
(A!uftir:r worlsireets may be needed I IRRIGATION SYSTEM
Hard Ho"Se Traveling Ginn System
rOMPUTATIONAL WOR"HEET
1. Farm number(identification) 51-rl Field number(identification) f
' ation stem New/ex ded irrigation stem
?. Irrigation system designation Existing irrigation system pan �► system
3. !number of travel lanes #Interior lanes I-A #Exterior lanes 310_feet] Length of pull(Ll)
#Interior lanes I #Exterior lanes _4faco [feet] Length of pull(12)
# Interior lanes #Exterior lanes [feet] Length of pull(13)
4. Wetted diameter Z55 [feet] from Field Data Worksheet
5. Spacing i$a Hydrant spacing [feet] [as a percentage of wetted diameter]
6. Hydrant layout ✓Multiple hydrants Single hydrant Excessively spaced hydrants
7. Read the irrigated area per travel pull for the given wetted diameter from the appropriate table and column
based on pattern,spacing,and travel lane location.
Travel lane length (L_) Interior or ✓ Exterior(lane/hydrant)
F 1-A .216 (a)Acres start end of pull from Table EF-f1b Column 3
1-WI (b)Acres middle portion of pull(L1)
[Pull length to [feet] X Wetted width 190 [feet] /43,560
.lz- (c)Acres stop end of pull from Table F.�Column
Z•D Total acres for travel lane length (LI) (Sum:a+b +c)
Travel lane length (L, Interior or Exterior(lane/hydrant)
F I_•5 .If# (a)Acres start end of pull from 'Table fE^4 Column 3
1.0 (b)Acres middle portion of pull (L2)
(Pull length boo [feet] X Wetted width fbo [feet]] /43,560
• .17- (c) Acres stop end of pull from Table Ee n e Column E
!•%S Total acres for travel lane length (U) (Sum: a+b +c)
Travel lane length (L,) Interior or Exterior(lane/hydrant)
(a)Acres start end of pull from Table Column
(b)Acres middle portion of pull (L3)
{Pull length [feet] X Wetted width [feet]} /43,560
(c)Acres stop end of pull from Table Column
Total acres for travel lane length (0) (Sum: a+b +c)
8. Multiply the tabulated irrigated acreage value per travel pull by the number of pulls of each
category in the field.Add all of these,and this is the total irrigated acreage for the field.
y.o (a) Acres per travel lane length (1-1) X I # Lanes = Z•o Acres
•s (b)Acres per travel lane length (L?) X I # Lanes = I-ss Acres
(c) Acres per travel lane length (L3) X # Lanes = Acres
3 SE Total CAWMP wettable acres for field (Sum:8a+ 8b+8c)
Wettable Acre Computational Worlsheet Completed b}•: Date: 1 c s.o•1
Signature of tec nical specialist
•751
r

1b
Cl4utapte worksim s may be needed) HARD HOSE TRAVELER
IRRIGATION SYSTEM
Hard' Hose Traveling.Gun System
_ COMPUTNTIONAL WORKSHEET
1. Farm number(identification) 3 l-r-1 Field number(identification) F y
2. Irrigation system designation ✓Existing irrigation system New/expanded irrigation system
3. Number of travel lanes #Interior lanes # Exterior lanes feet] Length of pull(Ll)
#Interior lanes #Exterior lanes [feet] Length of pull(L2)
#Interior lanes #Exterior lanes [feet] Length of pull(U)
4. Wetted diameter 255 [feet] from Field Data Worlsheet
5. Spacing Hydrant spacing[feet] [as a percentage of wetted diameter]
6. Hydrant layout Multiple hydrants ✓Single hydrant Excessively spaced hydrants
7. Read the irrigated area per travel pull for the given wetted diameter from the appropriate table and column
based on pattern,spacing, and travel lane location.
Travel lane length (L, Interior or Exterior(lane/hydrant)
1:' Z•R A# (a)Acres start end of pull from Table ee9 C Column 1s
I.*&4 (b)Acres middle portion of pull (L1)
(Pull length 5LA.0[feet] X Wetted width 15 0 [feet]] /430560
.o 4- (c)Acres stop end of pull from Table T-qu Column
/•q4 Total acres for travel lane length (LI) (Sum:a+b +c)
Travel lane length (Lj} Interior or Exterior(lane/hydrant)
(a)Acres start end of pull from Table Column
(b)Acres middle portion of pull (1-2)
(Pull length [feet] X Wetted width [feet]] /43,560
(c) Acres stop end of pull from Table Column
Total acres for travel lane length (L2) (Sum:a+b+ c)
Travel lane length (L, interior or Exterior(lane/hydrant)
(a)Acres start end of pull from Table Column
(b)Acres middle portion of pull(L3)
Pull length [feet] X Wetted width [feet][ /43,560
(c)Acres stop end of pull from Table Column
Total acres for travel lane length (0) (Sum:a+b +c)
8. Multiply the tabulated irrigated acreage value per travel pull by the number of pulls of each
category in the field.Add all of these,and this is the total irrigated acreage for the field.
(a)Acres per travel lane length(L1) X # Lanes = Acres
(b)Acres per travel lane Iength (L2) X # Lanes = Acres
(c) Acres per travel lane length (L3) X # Lanes = Acres
1-44 Total CAUW wettable acres for field (Sum:8a+ 8b + 8c)
N I
Wettable Acre Computational Worlsheet Completed by: Ili & Date: 1 12.oc
Signature of tec nical specialist
0

s1`i.^r-s n s�v
-._ - (b(ylrfp`xroikshe•s may be needed)
HARD HOSEYRAVELE.R
IRR;GXl'10N SYS Ev1
Hard Hose 'traveling Gu:l.aystem
- COMPUTATIONAL WORKSHEET
1. ;a.-n number :dent+fcadon y-1
C ) Field nLnbe. (ldendn'carior.) r
?. L-_rider s,.'sxm des madon ✓ Exis r.;L;:gationNe:v/expanded it anon s?stzsr
,. Number of rave! lanes_ Interior lanes_n Exterior lanes _ feet] L ^ga of pell(Ll)
n Interior lanes_n Exterior lanes _ (feet] Lengrh of
n IP.reriOC 12.^.eS r Ex:e. cr lanes _ [fee:] Len-.h of pull(L3)
Wer ed diarneter "5; [feet] ffcm Field Data Wor.4sheet
Hydrant spade e[feet]
(as a oetceatace of cvet:x' dia-e:e:;
o. Hydrant layout _ly(uldple hvdrar.; ✓sir.�!e hydrant l r
_ Exce_sn'e.y space_ hyd:ans
7. P.ead r e it iaated area pet travel pull for the c ven .wer:ed diameter=O Ci t:^.e appropriate iaCle and C_lU.
based or. parem, Spacin", and travel lane lccadon.
Travel lane length (L_)_Interior o.- Exterior(lane/hydrant)
3 ry;(a) Acres start end of pull from Table EqU Column L
F _3.3�(b) Acres riddle portion of pull (Ll)
[Pull len8;h-L±0[feet] X Wetted Iv!dth z [feet]) /43,540
J p (c)Acres s:,p end of pull from Table Ego Column D
3 ; iTotal acres for travel lane IcnIth (1-1) (Sun': a + b + e)
Travel lane length (L, — Interior or_Exterior(lane/hydrant)
F- 38 3`1 (a) Acres s:u;end of pull from Table T Lo Column Q
3 *3 F,(b) Acres n-fiddle portion of pull (1.2)
(Pull l_cg;n_ [fret) X l%,:tied width z 't ,, (fee:;)
(c) Acres s:cp end of pull from Table YD celun:n
Total acres for travel lane length (1.3) (Sum: a + b + c)
Travel lane length (L-) _ Interior or_Et:e:ice(la,^.e/h}'drar,t)
(a) Acres s_-:end of pull from Table Cclu-:n
_ (b) Acres r..:ddle pornon of pull (1-3)
(Pull lench_ [veer] X Wetted width
--(c) Acres <::- e-d or pLl! from !able COtL-n
Total acres for travel lane length (1.3) (Sum: a + b + c)
�• -Multiply the tabulated i rated acreaze value-er travel pull by the number Of puiL< of etc..
ca:212ory in the Md.. Add all Of these, and t=._<'w C'e toza; iSr��S=re'=ac eage for t^ae Fe!d.
3.37(a) Aces per travel lane leng-.`.(L1 I _nes _
-3,�7_('D) Aces per travel lane lend (r?) X 1 " Lanes = . 'Z-7 Aries
(c) Acres per travel lane leno h(1.3) X n Lanes = Aces -
�': >Total CAIITIP wettable acres for field (Sum: Sa + 8b + 8c)
` -Wettable Acre_Computational W'orlcsheet Completed by: Date:)! bA
: .�r•'-''r` '•,T�-T�< Signature o tech easpecialist- _ -
Hato

ft worktflerh may be nrrded) _ ..!+n HAR HD p E TRAVELS '..
s '�.•� — IRRIGATION SYSTEM
- Hard Hose� "raveling Gun.a`ystem COMPUTATIONAL WORKSHEET
i. Farm number(identification) •514 Feld number(identification) A- /F F—S
2. Irrigation system designation ✓ Existing Ir igation system _New/expanded irrigation system
.. N=b—:of ravel lanes Interior lanes_n Exterior lanes _feet] Length of pull(Li)
Interior Iznes_n Ext=_rot lanes _ [feet] Length of pull(L)
Interior lanes _n Exterior lanes _ [feet] Length of pull(L3)
We-ed diameter =55 [feet] from Field Data Wor}sheet
_Hydrant spacing [feet] [as a percentage of wetted diameter]
o. Hy drznt layout _Multiple hydrants ✓Single hydrant _ Excessively spaced hydrants
i. Read the irrigated area per L-avel pull for the given wetted diameter from the appropriate table and column
based on pattern, spacing, and travel lane location.
Travel lane length (L, —Interior o:—Exterior(lane/hydrant)
_IL(a) Acres stair end of pull from Table Eqo Column -6
(b) Acres middle portion of pull (Ll)
[Pull lei: h 3—.S {feet] X Wetted width is (feet))/43,560
(c)Acres stop end of pull from Table 6j o Column D
/. i�a Total acres for travel lane length (LI) (Sum: a + b + c)
/�► Travel l.-uie length (L, _ Interior or_Exterior (lane/hydrant)
f
. .� 7 (a).goes stz.�end of pull from Table Column
5 _.-7Z(b) Aces r.:iddie portion of pull (L2)
)Pull lergth 2c)b[feet] X Wetted width 230[feet1) /43,560
D (c) Acres stop end of pull from Table E 5P Column
t 1 ,/9fotal acres for travel lane length (L2) (Sum: a + b + c)
Travel lane length (L, _ Interior or_Exterior(lane/hydrant)
(a) Acres s-,art end of pull from Table Cclu-n
(b) Acres riddle portion of pull (L3)
)Pull lenz:h— [feet] X Wetted width _ {ieeti)
(c)Acres s:_p end of pull from Tabie Cciumn
Total acres for travel lane length (L3) (Sum: a + b + c)
S. Mulapiv the tabulated irrigated acreage vah_e =et travel pup by the number of pulls of each
cztegory in the field.Add all of these,and this is the total irrigated acreage for the field.
r• n (a)Acres per travel lane let_•:,(Li) X 1 F Lanes = I, b Aces
y• y (b)Acres per travel lane length(17) X r >: Lanes = Aces.
(c) Acres per travel lane length(L3) X r Lanes = 4, /5 Acres
Total CANNIP wettable acres for field (Sum: Sa + Sb + 8c)
` - Wettable Acre Computational Worksheet Completed by: Date: L 20-11
Signarure oft h ml spe-' - -

,'Multiple warksheea may be needed) HARD HOSE TRAVELER
IRRIGATION SYSTEM
Hard Bose-Traveling Gun System
COMPUTATIONAL WORKSHEET
1. Farm number(ider.tification) It-`1 Field number(identification)_ F la
2. Irrigation system designation Euisting irrigation system New/expanded irrigation system
3. Number of travel lanes #Interior lanes F t-A #Exterior lanes H2O feet) Length of pull(L1)
#Interior lanes #Exterior lanes b50 [feet] Length of pull(L2)
#Interior lanes #Exterior lanes [feet] Length of pull(L3)
4. Wetted diameter 24 5 [feet] from Field Data Worksheet
S. Spacing /3d Hydrant spacing[feet] '?=[as a percentage of wetted diameter]
6. Hydrant layout ✓Multiple hydrants Single hydrant Excessively spaced hydrants
7. Read the irrigated area per travel pull for the given wetted diameter from the appropriate table and column
based on pattern,spacing,and travel lane location.
Travel lane length (L_) Interior or Fj:�Exterior(lane/hydrant)
3-1p (a)Acres start end of pull from Table F n'Io Column 3
2-.54 (b)Acres middle portion of pull(Ll)
jPull length Gso [feet] X Wetted width /go [feet]) /43,560
. (c)Acres stop end of pull from Table ra.rrs Column
2.9% Total acres for travel lane length (U) (Sum: a +b+c)
Travel lane length (Lj Interior or FGA Exterior(lane/hydrant)
(p-$ •'�-� (a)Acres start end of pull from Table E1;no Column
(b)Acres middle portion of pull(L2)
{Pull length jt [feet] X Wetted width t So [feet])/43,560
(c) Acres stop end of pull from Table Er n o Column
3-0 Total acres for travel lane length (12) (Sum:a+b+c)
Travel lane length (L, Interior or Exterior(lane/hydrant)
(a)Acres start end of pull from Table Column
(b)Acres middle portion of pull (L3)
(Pull length [feet] X Wetted width_[feet)) /43,560
(c)Acres stop end of pull from Table Column
Total acres for travel lane length (13) (Sum:a +b+c)
8. Multiply the tabulated irrigated acreage value per travel pull by the number of pulls of each
category in the field.Add all of these,and this is the total irrigated acreage for the field.
24i8 (a)Acres per travel lane-length (LI) X __!_# Lanes = %-• Acres
Z•a (b)Acres per travel lane length (L?) X I # Lanes = 3.o Acres
(c) Acres per travel lane length (L3) X #Lanes = Acres
.9% Total CAWMP.wettable acres for field (Sum:8a +8b+8c)
v
Wettable Acre Computational Worisheet Completed by: f Date: l 4
Signature of technical specialist

�U
(Muitiprc worksimets may he needed) HARD HOSE TRAVELER
IRRIGATION SYSTEM
Hard Hose Traveling Gun System
�.. COMPUTATIONAL WORKSHEET
1. Farm number(identification) 75-IA Field number(identification) r-9
2. Irrigation system designation V Existing irrigation system New/expanded irrigation system
3. Number of travel lanes #Interior lanes #Exterior lanes feet] Length of pull(L1)
#Interior lanes #Exterior lanes [feet] Length of pull(L2)
#Interior lanes #Exterior lanes [feet] Length of puli(13)
4. Wetted diameter 1.55 [feet] from Field Data Worksheet
5. Spacing Hydrant spacing[feet] [as a percentage of wetted diameter]
6. Hydrant layout Multiple hydrants Single hydrant Excessively spaced hydrants
7. Read the irrigated area per travel pull for the given wetted diameter from the appropriate table and column
based on pattern,spacing,and travel lane location.
Travel lane length (L, Interior or Exterior(lane/hydrant)
1:11 .i (a)Acres start end of pull from Table Ego Column IS
(,Io (b)Acres middle portion of pull (Ll)
{Pull length ass [feet) X Wetted width is [feet][ /43,560
.o4 (c)Acres stop end of pull from Table Ego Column 1>
1.5 Total acres for travel lane length (U) (Sum:a+b+ c)
Travel lane length (L, Interior or Exterior(lane/hydrant)
(a)Acres start end of pull from 'Table Column
(b)Acres middle portion of pull (L2)
{Pull length [feet] X Wetted width [feet]i/43,560
(c) Acres stop end of pull from Table Column
Total acres for travel lane length (U) (Sum:a+b+c)
Travel lane length (L, Interior or Exterior(lane/hydrant)
(a)Acres start end of pull from Table Column
(b)Acres middle portion of pull (B)
(Pull length [feet] X Wetted width [feet]) /43,560
(c)Acres stop end of pull from Table Column
Total acres for travel lane length (13) (Sum:a+b +c)
8. Multiply the tabulated irrigated acreage value per travel pull by the number of pulls of each
category in the field.Add all of these,and this is the total irrigated acreage for the field.
t.S (a)Acres per travel lane-length (LI) X 1 # Lanes = 1.62 Acres
(b)Acres per travel lane length (L2) X #Lanes = Acres
(c) Acres per travel lane length (L3) X " Lanes =_Acres
I.5 Total CAWMP wettable acres for field (Sum: 8a + 8b +8c)
Wettable Acre Computational Worlsheet Completed bv: A. Date:1 6 1
Signature of tech cal specialist

� '� . rye .•,.
Q `
Filtiall 1 !
� Mir �p �'� � ,•�� , '
Zw
IV
IL
F �
yr `• , \ � .[jam, ��� -�_ ..� ' '•�' � �•
�.��•��"�= y �•��, .e ' •` � �- �t,,N",����\-;,4:�:a ••�';yam:i
1. sl -. . �Y�•,

a "
Wettable Acres Determination Certification
Name of facility: �a�>Jti L L�aaue.( fir9nwi Facility Number:3�
Owner(s)Name: -DpAr4 ., L Izz1frJ Phone No: Uo-
Mailing Address: _ tE��� 1�•G• -7 .-4L
By signing this form,the facility owner and Technical Specialist acknowledge the completion of the
Wettable Acres Determination. All necessary Wettable Acre Determination Field Data Sheets and
calculations were completed to.conduct a Wettable Acre Determination. The facility's Waste
Utilization Plan has been amended as necessary to reflect actual wetted acreage. A copy of all
worksheets, calculations, and other Wettable Acres Determination documents, along with the
applicable Waste Utilization Plan and Wettable Acre Determination Certification will be filed with
the local Soil and Water Conservation District. A copy will also be kept on site with the Certified
Animal Waste Management Plan. Any future modifications must be approved by a technical
specialist and filed with the Soil and Water Conservation District prior to implementation. If any
modifications to the existing irrigation system or any new irrigation equipment was required to
adequately address the waste management needs of this facility, an Irrigation Specialist or
Professional Engineer has certified the design and installation below.
Owner Name: prtj s L &Lotj
- Owner Signature: Date:_
Technical Specialist Name:_y! 6k -
Technical Specialist Signature:- L __ _ Date;.,
If assisted by an Irrigation Specialist or Professional Engineer please read and sign below:
Animal waste application equipment has been designed or modified to apply waste as necessary to
accommodate the waste management plan and according to NRCS Standards. Animal waste
application equipment has been installed according to NRCS Standards and is ready for use.
Irrigation Specialist/PE Name:
Irrigation Specialist/PE Signature: Date:
Submit this form to:
Non-Discharge Compliance Unit
Division of Water Quality
1617 Mail Service Center
Raleigh,NC 27699-1617
WADC-7/99

WASTE UTILIZATION PL4N AGREEMENT
1✓an;e 0I'FCrn1: r
lJA1�k1� � tU ij �At�p✓� _
t�.vner/'�laruager ft�reer�rent -
I (we) understand follow and implement the specification and the operation and
maintenance procedures est n plan for the
ablished in the approved animal waste utilizatio
farm named above. I(we) know that any expansion to the existing deli
gn waste treatment and storage system or construction ofnew facilities will require capacity
certification to be submitted to the Division of Environment Management (DEM) before
the ncWaaimals are stocked. I(we) also under9tand that there must be no discharge of
animal "'ante from this system to surface wasters of the state from a storm eve l
severe tl!an at ess
the 25-year, 24-hour storm. The a or
farm: o�ce and at the office of the local Soil and V atd plan v.-ill be filed on-site at the
available .�; re�;cw b, DEhf upon reque Conservation Di,rice and tivifi be
Name of Facility Ol:uer. Lj
(Please prig
?Fame of 1,i cat from owner):
Si�ature D ate:
game 0fTt—:,a c :,r p.
Cam,
T'3t10II:
Add-ress
--t
Sif�'ilalUCC' \ �C;Z
3''

.t
•i
A
ucedPer Zearl lions 0 tons e p-) -
v
AXUoURt Of PIMt Able Nritrogen(R Rroduced Pal YcBx
X• Ib.ff� I a tyear= !9�bs_p year. (p arom lN. C. 'tech.
Gaide-Sid. 633)
Applyhsg the abo-ve amount of waste is a big iob. you should plan time and have
appropriate equapmeit to apply'the Waste in a tilmelY manner
The following acreage wffl be needed for waste application based on tho crop to be grown
and sm-Bace applications:
Table 1: ACRES GWMD BY PRODUCER
Trams Fleld Soil- Top Lbs. ITT Acres Lbs. N Month of
No. Type Per tic TYd[L-zd Appiicatidn
&Z �.. OS3 j�$91 t9*Wi de g�r {r .R I
15b,,za
� n -
TM � h � JC � P} •8 y Vi..., 1 •����
P SS
t
$ q
a t Irss A sTJ-VJn&,ffh7ra£141aste onljt 1•,4"nsr8racrats}s'oaa®tla -,saaerecs Snef,os ConL rse.maad
r111 Rzdrarn-ap,¢alae4 they rruev he aeeersnred or. N are bused an IfSPLe yicid
_. Recce
/1+O7't'- 77-e aRPliearor is cautioned risat P asrd.K rrsaj1 die oB'er eapplrcef svlaale nseethV Else IV
rest,! -.4ZIM9. Beginning in 1996 the a oastal'Zone Manage menorAcf will require,fct?Tlcrs in

abe-To ACM mlm BI'PRO DI vER.
Thadt Son
sp ti —
zp�
Ise ' - a
orb r' •'-F�.-'� � t`1 c, ex��Se !f Va$�j� ��--1'.�'��
IF i
i
Inn a ,
US
.tee � '�`.�"'� �"`1-tl�t�.�'�.•SFr,.=-�� l' 1
f �z� a � 1
'� �„a^a i'a r .. � Ll r rGY ate'* z=E '] a�t,�'��,t3 Li y.�y��I�.r�����x r� 1 1� •
7 'S
�a ���� '� -T �-• �°�>®a c �"7� �- ° �j �; t tef� r t
� � Tv'a173
3
1 Y!�' •m S� 1`�0.
_. �-"-...i R�^`i•�� j ��` s `� 3 tea.•.a ; t - r l � i_ -�.lr�
��_z__.-.... -_... ;._ a �bI'sT ice• yb�r� -!'fly' c� LtiQ i = F•a
3 ._-.-._.• � - "•_�^�,t�.��,�.� .�.��4Qc { r9 s9 �_ C.. �7 _:�1s•3_SS_-?o¢---..'^_,.,s! t
f --,.��,,.-_,._;�t--� �� k a�._._,...._.R...��� {.�=tom—�°"-.•j� -
ti.`..°"'�""-�`.a--�-•`�t� _ �� ° ,`O.-4�e+�] t G^_e63� E ��r"r,.� f�..r_^_S1�'��. �.-�r

1.
2220
Table 2: ACRES WITH AGREEMENT OR LUNG TERM LEASE
(A&r=,nent with adjac—nt Iandowner must be attar,
(Zr equired only if OP--ator dots not own `
adequate land[see Re,:�UIred SPC�Cinmtion 2j)
TraoE Field Soil Crop us. N Acres Us. N
No. T e�' Month of
Per Ae. * Utilized A Iication
Total
Sce foohtole for Table 1.
TotaIs from above Tables
Acres Lbs. N
Table i ied
Table 2 D
Total E"L"L4
AofN ProducedSurplus or Deficit
NOT£: The ff'rs:c Util:�c:io.; Plcn must con lain roi�application Ofslrrdge at agronomic tales. The sir o' Isions for periodic land
require precarrtioira ge will be nutrient rich and will
c/cnr cn ts.
nary measures to prevent oi,cr application ofrrrltrients or other

?VQ—wl� A
MAGWM
f t
See aifacha to 6c gyred foF9a mril'ibapi0H off.waste water
Q
M�aeld Soil T V@ Crop Application AppR0ataoD `t6
I'M TABLE LS NOT XEMY:n IF=-ASM i c NOT 3=- -4t;A-UP M R Y F1i ttGA 70td.HOWE VEt A S-.Mki 7A.,3T t4�,..)
BE NEM- EA FOR DRY LnTM or,sLjUy.
your facility is dezpnej for;�ds,ys ;�l^�4:,�oaary s�orag an �a t��osaa-� storage
s�ust be sR.e:�a+.,'ett`'ra��), a3f' 9- :;1 OnoH: "-VL%�' � �aoN s. is no iasta�.�should
E$ae volume o ' rite being sioret€ ia your gracture exceed Elevation.. A", _ am—�-Y`
C"U 6e floral Namr&l Resources Cons Lion Service Yormerly so; Core,,;ad g
Serydce) 8r Soil and Water Censex�ation Dis3GY office sfaer you receive ifl�e WasO
aaalyzis repoA for Q&&ftnoe in determining the amount per acre%O apply azd €.heproper
WHcatioa rate p-ior to-aPFl*g the waste.
1VOrFative of operation: IS
ZsL
_:�.,,—,,,,•.meµ-.�, ems! _U 6 i� � ��i— ti?a E.� . •n °
p __-_ ` `_`'gym-.w..-�;i�s.y. •)
4

Y l .. .s r; J�m'�i!N.
_i
REQUIRED SPECIFICATIONS t3
1. Animal waste shall not reach surface waters of the state by runof, drift, manmade
conveyances, direct application, or direct discharge during operation or land
application. Any discharge of waste which reaches surface water is prohibited. Illegal
discharges are subject to the assessment of civil penalties of$10,000 per day by the
Division of Environmental Management for every day the discharge continues.
2. The Field Office must have documentation in the design folder that the producer either
owns or has long term access to adequate land on which to properly apply the waste.
If the producer does not own adequate land to properly dispose of waste, he shall
provide NRCS with a copy of a written agreement (sample enclosed) with a landowner
who is within a reasonable proximity, allowing him/her the use of the land for waste
application for the life expectancy of the production facility. It is the responsibility of
the owner of the facility to secure an update of the Waste Utilization Plan when there
is a change in the operation, increase in the number of animals, method of utilization,
or available land.
3. Animal waste shall be applied to meet, but not exceed, the Nitrogen needs for realistic
crop yields based on soil type, available moisture, historical data, climate conditions,
and level of management, unless there are regulations that restrict the rate of
application forother nutrients.
4. Animal waste may be applied to land that has a Resource Management System (RMS)
or an Altemative Conservation System (ACS). If an ACS is used the soil loss shall be
no greater than 10 tons per acre per year and appropriate filter strips will be used
where runoff leaves the field. These filter strips will be in addition to "Buffers"
required by DEM. (See FOTG Standard 393 - Filter Strips and Standard 390
(Interim) - Riparian Forest Buffers.)
5. Odors can be reduced by injecting the waste or disking after waste application. Waste
should not be applied when the wind is blowing.
G. «`lien animal waste i.s to be applied on acres subject to flooding, it will be soil
incor-porated on conventionally tilled cropland. When applied to conservation tilled
crops or grassland, the waste may be broadcast provided the application does not
occur during a season prone to flooding (Sec "%Veather and Climate in North
Carolina- in the Technical Reference - Environment file for guidance.)

�Lr
REQUIRED SPECIFICATIONS
(continued)
7. Liquid waste shall be applied at rates not to exceed the soil infiltration rate such that
nmoff 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
co ``
M 41 .•
ntrol conditions conducive to odor or flies and provide uniformity of application..
8. Animal waste shall not be applied to saturated soils, during rainfall events, or when
the surface is frozen.
9. Animal waste shall be applied on actively growing crops in such a manner that no
more than 20 to 25 percent of the leaf area is covered.
10. Waste nutrients 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
on bare soil.
11. Anneal waste shall not be applied closer than 25 feet to surface water. This distance
may be reduced for waters that are not perennial provided adequate vegetative filter
strips are present. (See Standard 393 - Filter Strips)
12. Animal waste shall not be applied closer than 100 feet to wells.
13. Animal waste $hall 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
wetlands provided they have been approved as a land application site by a "technical
specialist Animal waste should not be applied on grassed waterways that discharge
directly into water courses, and only then at agronomic rates provided the application
rom the site
causes no ruflof3 or drl f .

� D
- 9•
REQUMED SPECIFICATIONS
(continued)
16. Domestic and industrial waste from washdown facilities, showers, toilets, sinks, etc.,
shall not be discharged into the animal waste management system.
17. Lagoons and other uncovered waste containment structures must maintain a maximum
operating level to provide adequate storage for a 25-year, 24-hour storm event in
addition to the one (1) foot mandatory freeboard.
18. A protective cover of appropriate vegetation will be established on all disturbed areas
(lagoon embankments, berms, pipe runs, etc.). If needed, special vegetation shall be
provided for these areas and shall be fenced, as necessary, to protect the vegetation.
Vegetation such as trees, shrubs, and other woody species, etc. are limited to areas
where conside-ed appropriate. Lagoon areas should be kept mowed and accessible.
Lagoon berms and structures should be inspected regularly for evidence of erosion,
leakage, or discharge.
19. 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.
20. 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.

w�
A
,
!.•,+ids��'+X.. .t .-�Y� .f '�'Y e�
t•
rr'+ �ti�' r• 1. rt- ; ~L •+!' !t,� ���`� t,�• '4
sb ..
.t•� •'�a.. Mt — �.Ld •1•►_'j� fir• 1N^� •� ��r J•
4.7
-

•b i a '"t%J�'..•••ytr ♦. r F. L '?r"''a+• a •�"J�u✓'.k�-.+.a
wi��1 Sy}y��4i sy, a.+4i�nyt a,�. ✓ i_ � v.,y �.� � .•aC� ` 4. `}!F•.'•i�+ .
•:•i"C4�.ih'p 1``•• -�Ia �. N.� -` .� T �;' ,.1 a`Y J .1wV1?"4�'I��Y�,b �`Y�> 1 �^+ -
R'�`'��' a� ��� •w���'� ,}���^"T•• ~• •+1� t ��'a'�'�./•' f � .s r 2,i :+.. �."lnVy .t�•ww �"�
�• .y , '�i�s. C,.•.r�� J Ity '•v`H^+nt��j�e` 1-�`^-iw`:1�'.k t:'
N70
iRz -•`K r: �� � � �:'�c. � -'V•r 'r�•�•y� r \. raV 'vim xS '•+yam• �a.�
•� �-r, `Vj a } � • '•�'•GG WORN—
Kit a.�s'"i�'kfr^��a._ � S%a«i• y�y.�•e.�KY .,,� a�,��wvT.�•.".._a•'m� '�' � �C fh> �- •1 'r3�A�' �� ri` 'a• �-•i off- �'4: �
.n„�•..;5. K+`',�'•.i• i.'ti,``'• , '.rt• .. ��!,. ta••Ke�'.sa t3'`•,4 L� V,,,- '�
�y��-�t�.rt+!�a-, .,sue, - '.i+3•, �K y: - 'Z.°�t�,�y„-"t'.
(�i� �`� j.,y�~5��.`�. "��'� �-f ,. ����tl8. Nc.�'��'..►�.,.. �:bt,d��.,,,si� , t.:'c" q �►�
�V` �w it ii-ti ��.L•ly +Ka.,y;�G� y •.hUR'Orp.►. �"�iLf��`.+.��•
za
3i3•.
142
�w% �t1#. s �•� • e a•:Z' 3 ;e"aF �a1e�1i'x�l�ti",..a�r'M�e"�it4�1r�
S�,r�yt� �t,...i� �Y,X ".rya 3i1...-4"� a �`i.R`-'�'b*.i`�,�.6�� ` !7,►.�•�•'•'
Jf►g4,�ywT� lll�i ,? � ���1.-11.p.v�•e•.�. s � -0�i,-y +v C>�`•.
1 ..'.`�?i`�t',�a•., 'L` '„.� � a�^�.���tv.`ti.�'uY`N"�' ��..�!`�=a-�•• c i r�Li��ae.
•si,t�_ ;>'s s'S' �'t!"se?�`� ''k�1.�.wM"nw�'�y.+v`�"r,.ta'Z,.:;.:..Pi• � •.;_.�;.,¢�1i�
��`i +�4�C i�- •. .:•t%.'tE i 'f -,*Ta` •� '��^y�o _..q:-•���� �: R y ��t7���'`�-'`
o s,:�:. !►•y ,area•y` '"�''r%=�sC`•r _�+. . T:��.yZl'��., �_ �t� •�Mt/'f1�`j�
'eiS -. `.�✓. a` ��.� .+s�Y•-•`-.�`�it1 ���"a+,.�... a� r,..�,.�� t:�S3,r•..,/I�y�
ay + ,t' •.'a. ,r,•�a.4�.{' n,!a -'1..t,,.�'7,.e;} �"aa.•" `i..r.*.' r. /►�.G!":.y ••.
�•,...,'.�,s�+ a !:.,�U•. y��''`�•a•."* •
*-�i�•.' `�`-.w+� �-A.wLa. qo 1, t�...n� � +. tc w
aka•-"y v ttP��•►_ ,'11��.. `.•.?3r��J'Nt'T.� -,�� YS. Tj� ,.^ r _ _ I
s #r • „�vGry yq ota'S�'�'�}.��.•y! �a,4.`�'Y��•d`.T:, 1'� ti' " ��
°� �" '"''"�'ti}ac�x%'�`��_:�'1.-T���Y�ety�,y�,aa��':. _t � ,•At
x*,'r` , „tw,'H 6 i.•9•ai.-ems 4 �v+':+..... wv: ?-... � •.r•A
•t':) - �4?�1:��:SA,Z5�1�•�Y„��,,.���,,, ,f.,J T"��41rA ��`��
.. ;. - ' -.+ "•`t.�r' =*s •-rKCi.,i�", .52ss:.if��' "'-t''w ► ;t�,. 7t"1lSir,�rs� � .. • ri_•,� •,., ry
,.y �� ,1+"i.e y,�i.�;X��J4�yd,,•"r'�i' a '1..y s��.a3+'Y�rt�s *�5;;.,� y
-icot � -c�,�4,�-� •. 4cp k�`-;i.Lc ►3: �.. •.C� -s'�1"�a •V'".r�'•+`� y�
tt �1..N--`s,,E• !y.•c.r,•, ._.�.y ?•. 'g,e'moo" lx •�`es y� `.✓y` y`' 5'-.v��._ ,` `'+t'Ek �'R¢ 'art'i'a�•w�'gl/.I
J� za�yfs►.'f�-�Mw�,a'',�i✓c''��1yG~!Y �`"'�,,��'a'Y�`IS�' k�•y�,�,•i t' ,���p.,�. hey, y, •s'4.f-�•.M�d.�LQ+''i;j�•"�a.�aY..
S -_ .� '`7�j��� V -4�'S�.`� .•"• +�. '�lr� 2' '1�.�-"R't/'a3�'..�is�•"�7i�5.i � `��.tP!'•�t +. v�r
Ce, ` �OL;;I yS4s.1.'{r. ��q� v t i•„�'` r'.V,+ +c �v'a;^ Y
�c�+ "e'"t�•�� av+•c!i.a',�-.ot
_vA.:s'.'_ •v`+6'-��e.s •"''t"� 'at '+ar�V-st`'M"+"'.. £ '' }sl„r,.?.:3�"+ 'A.•yr"':< �•
.2�^ +,�,� z y ✓h y!. "+� '� t�,,,,t T'��° 1•r�•a.=iLr'^i ,�.•y�t t "S''r3t. 3 ra,-a�r.'�'l_ 'i'
Cw / a .�.•.lrr ^„ar K..{wv •v 4 t$ .atcaz sa' zw !`�`N..4L t+`•R„�,1s�.ttA _e"��,Jx�Y-�L.' ° }�L
'+R ��. Kt ��� !�v Fa.j yJ��.lic:.�y r;a #•?a•-M'4�i�a"�^�`-�•''►J1.��4 �'1Tj� 'T�ft�
~ " ...,•�+�,, we 4�,.R�'r w "}arm'�W ..ems► •
.11G.?l E _ c1� ..y .tiiL :�tw"r'•r'i3� '[ -!•...�'r r , s.
� -•.4,a `...aa`ay ►�1'.*"' .sy �"F c�•y.e<a •,t,..4,Zs�•e•,�y.!3D.?� C: �. Tim
.'Y- ' l� �e ';s�` •'� ,+4` "'°�,,-•v�* •"r,,'ti"•�r4�}�>....�w�>t•'t'e,{y► ,j.?`14v •et�,� I Il..t
�..� -lam ra S •,•." \:=. "'♦ .y� +}
•+."xst L:.,t„ j 'C�. � �,�'..�•+-a�::.♦'��'.::'rv' s+'••_a .�� �� r• � 7
�,�!< gV•,��`�r�rfi �'�f'.'•`i,� .T^i,.•�yw,.�t �'a„�.r•'�1�,t,S.`4 ``i"�t"L•�✓���ia� � +fV./�'� w1 •
"`a's Jq �c�.�i,�t�'i+.�E.�-, �+ar�A.:`�`� •y��'..r �l"r•V�t e,���.'9+�sv�?.sy'��.`'E - y� -.`'►•-
c�Sa.Y-. �� 'y."'{5-�..••• )�. �� _ram.�t� >��•!��,}--,``.+tA!{tas�''�,>i•t�- �' :t••:..^=. t •1i t v�Y r^`i�b'+j. �:h' •:*��ti!„'^T•TY✓�°•a«S►T'�,�y-`vcc'!.t ((���..�� ap.�,.-«.. 's.
yfi _ �'''a9 y .r���21`k.•.�l�Xya.hr`'�y� ,:• /�"��.0 r`2aerr �'
+ w,`t'C.AY,r Yr�lVr'e i. .�,! �i�`✓ •��el. sf�1�,� ,�f fi�Y�1i. I �'`Skf.
174
Aix
f,:�L '!/�te�,cam-• k.� ��•�.':`. •
r
'LPL . • at * Y;:.
'$ • yar.b~' 'aP'tri �S"' .+ '�S�t3,"x$C �i.. �'•�'.''�ajyc- -`�►
I r Nh i fi

. a lrir:r+.rl
tL7 cam✓ .. ...,...., _.,. r..f.i....
SCS-ENG,538
Rev. 5-70 U.S. DEPARTMENT OF AGRICULTURE
- . . . SOIL CONSERVATION SERVICE
SOIL INVESTIGATION TO DETERMINE SUITABILITY OF PROPOSED POND SITE
7 v ! f FARMER'S NAME *,4/N y CFc' /diAo w-y
DISTRICT
DATE ? — ,2 4A-!, COUNTY"
3 y S.C.S. PHOTO SHEET NO. WORK UNIT rl
WATERSHED AREA MEASUREMENTS
D YS CROPLAND ACRES PASTURE ACRES
v WOODLAND ACRES TOTAL ACRES POND CLASS. WORK UNIT CONSERVATIO;.IST
SKETCH OF PROPOSED POND SHOWING WHERE BORINGS WERE MADE (Approx."a V- feet)
Locate reference point +n center line of dam and Identify on sketch.
11-- 1 ILI L
_ a
i
,fkt✓ Y ,L �
r
SHOW / 3 BORING NUMBER AND PROFILE
DEPTH Wake and list dam-site and svllluray borings flat•then bonded area and borrow Pit borings•separate with vertical red line.
SCALE (Continued on back where necessary) Show water table elevations on dam-site borings.
7 8 9 10 111112 1113 14 15 16 17 18 19 20 21 22 23
e—
/— .Z C_ M G
2..
.!4 C4 LL C
SC c L c
7 �/ G
i
/O JG cG
i
/SSG 11
BORINGS MADE BY SG 13li c K`r o C SIGNATURE & TPTLE
i

i
, y
i
TYPES OF MATERIAL,ENCOUNTERED IN BORINGS
(Use one of systems below)
t
UNIFIED CLASSIFICATION USDA CLASSIFICATION j
i
GW-Well graded gravels; gravel, sand mix g-gravel
GP-Poorly graded gravels s sand<
GM-Silty gravels; gravel-sand-silt mix vfs-very fine sand
GC-Clayey gravels; gravel-sand-clay mix sl-sandy loam
SW-Well graded sands; sand-gravel mix fsl-fine sandy loam
SP-Poorly graded sands i-loam
SM-Silty sand gl-gravelly loam
SC-Clayey sands; sand-clay mixtures si-silt
ML-Silts;silty,v.fine sands;sandy or clayey silt sit-silt loam
CL-Clays of low to medium plasticity cl-clay loam
CH 4norganic clays of high plasticity sicl-silty clay loam
MH-Elastic silts scl-sandy clay loam
OL-Organic silts and silty clays, low plasticity sic-silty clay
OH-Organic clays, medium to high plasticity c-clay
1. Suitable material for embankment is available OYes No (Indicate inhere(ocatea on tht sketch on
raxrse side) "'/'n�P
REMARKS: d Gd /Q E -rl 66x/G'`r urn L , 4.9de a
`'7
re"'t azae Z'we ref/ /4 ,✓4
2. Explain hazards requiring special attention in design (Seeoaae, sartna,.,ock etc)
GENERAL REMARKS:
IJ D
24 26 26 27 28 29 j 301131 11321133 1134 35 1136113711 38 3911 40 41 42 43 44 45 46 47 48 49 60 61
HE

erator =DANNY BROWN County: DUPLIN Date: 04/12/94
Distance to nearest residence ( other than owner ) : 1000 .0 feet
1 . STEADY STATE LIVE WEIGH1
0 sows ( farrow to finish ) x 1417 lbs . - 0 lbs
O sows ( farrow to feeder ) x 522 lbs . _- 0 lbs
0 head ( finishing only ) x 135 lbs . - 0 lbs
0 saws ( farrow to wean ) x 433 lbs . = 0 lbs
5200 head ( wean to feeder ) x 30 lbs . - .156000 1 bs
TOTAL STEADY STATE LIVE WEIGHT ( SSLW ) = 156000 lbs
2 . MINIMUM REQUIRED TREATMENT VOLUME O1= LAGOON
Volume = 1.56000 lbs . SSLW x Treatment Vo 1 ume( C1= )/1 b . SSLW
Treatment Vol ume( CF )/1 b . SSLW= 1 CF/1 b . SSLW
Volume = 156000 cubic feet
3 . STORAGE VOLUME FOR SLUDGE ACCUMULATION
r�
g�.
Volume = 0 .0 cubic feet A
4 . TOTAL DESIGN VOLUME
Inside top length 200 .0 feet Inside top width .170 .0 feet
Top of dike at elevation 54 .0 feet
Freeboard 1 .0 feet ; Side slopes 3 .0 : 1 ( Inside lagoon )
Total design lagoon liquid level at elevation 53 .0 feet
Bottom of lagoon elevation 42 .0 feet
Seasonal high water table elevation 47 .4 feet
Total design volume using prismoidal formula
SS/END I SS/END2 `SS/SIDE 1 SS/S I DE2 LENGTH WIDTH DEPTH
3 .0 3 .0 3 .0 3 .0 194 .0 164 .0 11 .00
AREA OF TOP
LENGTH x WIDTH
194 .0 164 .0 3181.6 ( AREA OF TOP )
AREA OF BOTTOM
LENGTH x WIDTH ==
128 .0 98 .0 12544 ( AREA OF BOTTOM )
AREA OF MIDSECTION
LENGTH x WIDTH x 4
161. .0 131 .0 84::364 ( AREA OF MIDSECTION x 4 )
CU . FT . _ [AREA TOP + ( 4xAREA MIDSECTION ) + AREA BOTTOM] x DEPTH/6
31816 .0 84364 .0 12544 .0 1 .8
VOLUME OF LAGOON AT TOTAL._ DESIGN LIQUID LEVEL.- = 235994 CU . F T .

TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon ( top of dike )
Length x Width
200 .0 170 .0 34000 .0 square feet
Buildings ( roof and lot water )
Length * Width =.
0 .0 0 .0 0 .0 square feet
TOTAL_ DA 34000 .0 square feet
Design temporary storage period to be 180 days .
5A . Volume of waste produced
Approximate daily production of manure in CF/LB SSLW 0 .00136
t
Volume = 156000 Lbs. SSLW * CF of Waste/Lb ./Day X 180 days
Volume = 38189 cubic_: feet
Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system . Flush systems that recirculate
the lagoon water are accounted for in 5A .
Volume = 0.0 gallons/day x 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 rai.nfal. l. = 7 .0 inches
Volume = 7 .0 in X DA / 12 inches per foot
Volume = 19833 .3 cubic feet

. .
. ^
-DO . Volume of 25 year - 24 hour storm
'
`
Volume = 7 .5 inches / 12 inohexa per foot OA �
�
Volume = 21250 '0 oubio feet |
TOTAL REQUIRED TEMPORARY STORAGE
�
5A . 38189 cubic feet
5B . O oUbio feet
5C. 19833 cubic feet
51D . 21250 cubic feet �
|
TOTAL 79272 cubic feet
6 . SUMMARY
Total required volume 235272 oubic feet
Total (design volume avail . 235994 cubic feet '
Min . req . treatment Volume plus sludge accumulation 156000 cubic, fee'
i
At elev . 50 .3 feet � Volume is 156373 cubic feet ( end pumping )
'
. ` ' �
Total design volume less 25yr-24hr storm is 214744 Gubic feet
At elev . 52 .3 feet : Volume is 214245 cubic feet ( start pumpinQ )
Seasonal high water table elevation 47 .4 feet
�'
^ /� \
7 ' DESIGNED �� <�BY:J�� A� APPROVED BY: �'y/ �� w / \u ^~
OATE^
/
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:____________------------ S[S DOES NOT CERTIFY THAT
EXCAVATION AND FILL
--------------------------------- VOLUMES ARE CORRECT
................................

OPERATION AND MAINTENANCE PLAN
'
~ ^
This lagoon is designed for waste. treatment ( permanent storage ) With
min . odor control . The time required for the planned fluid level to be
reached ( permanent' + temporary storage ) may vary due to soil conditions
flushing operations, and the amount of fresh water added to the system .
The designed 6 months temporary storage is an estimated volume
based on: 1 ) waste from animals; 2 ) excess rainfall after evaporation;
and 3 ) the largest 24 hour ( one day ) rainfall that occurs on the
25 The volume f t generated from
average of once every yxaar,a ' e vo um o waste genera e
'
agiven number of animals Will be fairly constant throughout the year'
and from year to year . This estimate is based on 7 inches of excess
rainfall which is equal to or exceeds the highest 6 months excess in
a year . The average annual «yX«�eoo rainfall is approximately 8 inches .
Therefore , an average of 8 inches of excess rainfall will need to be
pumped each 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
bUildiDg( o ) . If the outlet pipe is not installed on the elevation to
begin pumping , a permanent marker must be. installed on this elevation
to indicate when pumpiDg should begin . An elevation must be established
to atnp pumping to maintain minimum treatment depth ( 6 feet ) .
Pumping can be started or stopped at any time between these two
elevations for operating conVenienoe 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 . Car*: should be
taken when applying waste to prevent damage to crops .
The following items are to be carried out :
l . It is strongly recommended that the treatment lagoon bED pre-
�harged to 1/2 its capacity to prevent excC!ooive Odors during
otart-up , Pre-oharging reduces the onnCentration of the initial
waste entering the lagoon thereby rrduoiny odors . Solids should be
covered with effluent at all times . When preoharging is oompletr: ,
flush buildirigs with recycled lagoon liquid . Fresh water Should not
be used for flushing after initial filling .
2 . The attached waste utilization plan shall be followed . Thio
plan recommends sampling and tenting of waste ( see attachment )
before land application .
3 . Begin pump-out of the lagoon when fluid level reaches eleva-
tion 52 .3 as marked by permanent marker . 5top pump-out when
the fluid level reaches elevation 50 '3 or before the fluid depth is
less than 6 feet deep ( this prevents the loss of favorable
bacteria ) . The design temporary storage , less 25 year storm
is 58022 cubic feet or 434006 gallons . As stated before , thio
volume will vary considerably from year to year .

A . The recommended maximum amount to apply per Jrrigation is
one ( 1 ) i nch and the recommended max imum mppli cat ion rate ia 0 .3
inch per hour . ^ ^
5 ' Keep vegetation on the embankment and areas adjacent to the
lagoon mowed annually . Vegetation should be fertilized as needed
to maintain a vigorous stand .
6 ' Repair any eroded areas or areas damaged by rodents and
establish in vegetation .
7 . All ourface runoff is to be diverted from the lagoon to stable �
outlets . �
' B . Keep u minimum of 25 feet of grass Vegetated buffer around �
waste utilization fields adjacent to perennial streams . Waste will :
not be applied in open ditches. Do not pump Within 200 feet of a `
residence or within 100 feet of a well �
' �
9 . The Clean Water Ant 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 .
<
|
1
(
!
>
'
'
!
`
/
'

� SPE' IFI 'ATION8 FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
Cl ear i ng:
Pill. trees and brush shall be removed from the construction area
before any excavating or fill is started . Stumps will be removed
within the area of the foundation of the embankment and fill areas
and all excavated areas. All stumps and roots exceeding one W
inch in diameter shall be removed to a minimum depth of one ( 1 )
f oot . Satisfactory disposition will be made of all debris . The
foundation area shall be loosened thoroughly before placement of
embankmc.-�nt material . Lagoon site ( and pad site if nf:7!eded ) to be
stripped of -topsoil ( 3" ) and stockpiled for use on dike and pad
slopes ( 2­3" ) . The topsoiling quantity is in excess of amounts
specified an page one
Cut--off Trench:
A cut-.off trench ( when specified ) shall be installed as shown in
the plans .
Construction of excavated and earthfill areas shall be performed to
the neat lines and grades as planned . Deviations from this will
require prior approval of the SCS . Earthfill shall be placed in
max . of 6" lifts and not placed in standing water . Compaction shall be
performed by the construction equipment or sheeps--foot roller during
placement . The embankment of the lagoon shall be installed using
the more impervious materials . Construction of fill heights Shall
include ten ( 10 ) percent for settlement . To protect against seepage ,
when areas of unSLlitabl.e material. are encountered , they will nee t a
be excavated a minimum of one ( I ) f 00t below grade and b�,ickf i I led and
compacted with a -S)CS approved material ( Refc-,!,r to the soil
investigation information in the plans for special considerations .
Precautions should be taken during construction to prevent ex(.:;(r�!ssive
erosion and sedimentation .
Veg(-LAat ion:
A 1. 1 e x p c-)s e d emL-.)ankment an(--] other bare Constructed areas :,hall. be!
seed(:�d to the planned type of vegetation as soon as possible. after
construction according to seeding specifications sheet .

` ' f
�
�
. ^ `
SEEDING RECOMMENDATIONS
------------------------
AREA TO BE SEEDED 2 .0 ACRES

TYPICAL VIEW OF A ONE-STAGE LAGOON SYSTEM
/Z..O
Confinment Building Top Width
J /Ev, FA44 55 o Settled Top Elevation
Pipe Invert Elevation
{� SS
Pit 1: SS 5'0 ! SS 3.6 ;
TREATMENT
If LAGOON
1`� Depth = /
" Pipe (Needs to be adequately
supported)
Bottom Elevation Z•6
NOTE: RIP-RAP , FLEXIBLE PIPE OR OTHER SUITABLE MATERIAL WILL BE
PLACED AT PIPE OUTLETS TO PREVENT EROSION OF CLAY LINER

PLAN OF EXCAVATED WASTE STORAGE PIT
NAME: ?Iaa Date:
county: _�
Address:
zo.6,D
EMOTN
I
c90►E 33-TO 1
AVE. TOP ELEY. /
SECTION
/ o
°�! AVI. $all" EtE11. %
I.EMCT}I / j
i
(]tte beet for volts calt:tdstlam)
Use of facility: Arx,P%6, �,}� L
,J
Capacity: � 745, 2-317 Ions vt- Ft3
Soil Type:
Bench lark Descr on -
Bottom =lev. �4z.a
Normal Liquid Level Elev.-
Storage for normal Precip. (+) I►t,
K&ZJ- IR Liquid Level Elev.
25 yr. Storm Storage (+) .75 it.
crest BSw .
Mg.Flow Depth (+) F'tFrooboard
Top of DamFt+? �.� .
Elev.
a
777
I '
i
I

TYPICAL CROSS-SECTION OF
LAGOON CONSTRUCTION WITH
PARTIAL-CLAY LINER
1 .&E T THICK CLAY LINER
FILL % (MINIMUM)
AVERAGE GROUND FILL
___- _
--`_AVERAGE GROUND
--- � �EXCAVATE
VARIABLEI THIS AREA AND
SANDY MATERIAL
BACKFILL WITH CLAY VARIABLE f SANDY MATERIAL
� � _ - � -__ _
NO CLAY �-- T _ NO CLAY
/ / / }
1 .Q FEET THIC CLAY LINER 1 .8 FEET THICK
CLAY LINER
SANDY CLAY-CLAY EXCAVATE
SANDY CLAY-CLAY
ADDITIONAL- EXCAVATION DUE TO LINER:
AVERAGE DEPTH TO CLAY c/_175 X 1 .8 FEET THICK X DISTANCE — rj °f 9 CUBIC FEET = Z_ 2Z- CUBIC YARDS
,5x3:1ss _ ts
27 CUBIC FEET/CUBIC YARDS
NOTE: WHEN AREAS OF UNSUITABLE MATERIAL ARE ENCOUNTERED, THEY WILL NEED TO BE EXCAVATED A MINIMUM OF 1.8
FEET BELOW GRADE, BACKFILLED AND COMPACTED WITH A SCS APPROVED MATERIAL (SC, CL, CH).
r

noun
win B II ■ ■■■■ ■ ■B■■ ■■■ ■ ' ■■■■■ ■■r■■c t Mia 'M
■■■�. ■ ■■ ■■ i■ ■■ .i ui ■B ■■B■ ■ ■■■■■ ■■i a UtWIN®I 1of mammon
■ NiCaa■■ ■ r ■�■ . ■■■■B■■BB■.■� ■■■ B.■aii �B-6 Momrawn
■■ ■ t�Cu■ ■ ■■■■■■ ■u ■■ ■■■■■■ ■■■■ ■■■ u■■■■®■r ■ r ■ ■
u■■■ 7■a■ra■N■■■ ■■ ra■®I�6i■iu ■Bi�i�i
C Ron ■■■■■Sol■ i�■�r■■r■■man
■. C u a.■r■■■■rr■ ■■■ ■■
.,�.. . ■■fit i■1■ NN] "!ions NINE
■ ■.■■ t=■Bmuts... ■
■■r■rt■ ■■■r ■�■ a wa■■ut■■ om= FUMIMIMMURa ■
iaCrii iCa= idiCs�ui■ur ■■aa■°eci ■Biw s®aMaaM �■ sra■
■ ■■ ■a.■ . aC.■ ■■ .■■....8.■.®■B■■■
■■: E ■ �i a■ ■■Eons■■r■®■■®■■
■ u to ■ ■■■■■ mammon rVIRUS B■man
■■ ■ ■■■I ■■ an ■■ .mammal IM■■■■ri■B
��:• iN ■ � i■ CI ■�q� ■ a- - �i■i■ _ ON on
us■ r■ ■■>II If ■■■s■r■■■■■■■■■■
amom■■■■■■>. ■■■■ ■
■! 1 a■■ ■■i ■■■ ■i■■■QI■B
■ ■■� ■■.■ ■■� ■■ iC:■■Baum won�■■■■
■a, ■i ■ ■■u■ B■■■■■■■i■s ■B■
NJ yap■.■■■■■■■■■■■■B
■■ I aEl�=■■ :■:aaaa:CCaa■:
■■■■■ii■■■=■■
■■■s■Ilrr■w�u■■n
. e. ■■■■B■ a ■ on
■■■■CC8CaC�a'a
�It,aMEN
aaiaa■ ■ a
► .,. ■■■■�■■ ■■
t■■B■■■■C ■BC
■■■■■moms■■■■■
C�aaaaaa■'
® ■■■■■■■■B i■a■
B■■■■■■r■a■■
• aaaaCCaaC:mom
.
an an
• B a�ru■■i�I
■a■■ t�iu�iii NRr
an
■■■i■s■
C ■B■■■�■
■■■B■■■ CC■
® aaa■■B
■i
i■■
■ �a�aa� �:
I�■■0 is INN
plus
x:z

J : t Farms, Inc.
Post Off
ice Box 1 Farms I
' "ClffTiS, InC. Rattails, North Carolina 28444
k _ Phone: [phone] • Fax: [phone]
ATOR DANNY BROWN Site #2
'DESIGN REQUIREMENT: 235S14 cu .ft = 8723 cu .yds
}TOTAL DESIGN VOL . AVAIL: J +^-
238194cu CU . — __-8822__- cu .yds
ESTIMATE OF EXCAVATION : 167238 cu .ft - 6194 cu .yds
ESTIMATE OF PAD : 43146 cu .ft = 1598 cu .yds
ESTIMATE OF DIKE: 74682 cu .ft - 2766 cu .yds
ESTIMATE OF MATERIAL FOR SANDY-CLAY LINER = 148 cu .yds
ESTIMATE OF TOPSOIL REQUIRED: - 200 cu .yds
RATIO 1 .42 : 1 J08 CLASS II
Designed By
Date
Dsign Approval SCS DOES NOT CERTIFY THAT -------- ----------
EXCAVATION AND FILL Date_
VOLUMES ARE CORRECT
NOTE : Final certification of the lagoon will depend upon all.
4:)c1nG SpF:G1f1C.a.tiGrls 1rIClUCae_ 1eiioi,i1 ? W1t.lt.lh ,
depth , lG -, topsoil placeryi :nt . correct elevations ( top , ibottcmi ,
seeding and rnulC,i"iino .
BEFORE BEGINNING EXCAVATION
LANDOWNER IS ADVISED TO
CONTACT ULOCO TO ASSURE THAT
UNDERGROUND UTILITIES ARE NOT
DESTROYED 1-800-632-4949

1 t yfar 3'!j^!+1c' 3�1 �:��,�`\,4•,•''"`.�,7�,C�'[IeS' a ,t�.� .�t.. �1'S",1� .,c
,t Ors r �: s C C. �' tr a Y 's i•` y>` }.�,yk {y?� S .j/ y, r �<1.
�.// yi' ..KY^~ y� 1.t.�4,y�� t<>l fi A + Y .'��^���f��+T"`jy1����,y7•'9.���•C.' ✓.y�/�5 `'" � �{4
'i _�/.T �f� 'P.`. •� 1.1Mf♦':{ `r � /}�t w�Y cn`_• .l-•'N. �� � �4.� � ?�Y '.
, 4 1
Mr `
�1i:�^�, �1•�'C1 JS� F s�n���,� :x' �F�s;,�. - �4�Y ��y\ ;�' '73e�.ryt�.``
'Mix
- .1 aa p'�' �S _-:,t / � '4y�••tr• r.'' r
14
�� �Y�
*''
b't rr2-. r t
q'
�'k9,, ��A ila� 1 r�`r�p' F! YJ ��„ �►i•'1'F`p•1����;�tG.�,rf'7�-�` ����" .tc �1.v � � � � .ry'��„�,"'j� �5�,,{t
Fkh ,� - � � r`r fr /I ��� �U�t �.`? `�`rJ'r�" ~t � �F�4�i�'i�� •Fa" � t +.r> "" � �>I
1'� � ,.�. �� hti<ii�., ��i (��� it i�`Zi'4C '�i� ;y�,�* �ta.i��it��y �`'tr 7'•:�...�,y_ti�-"a �
tiS �� fS i>.y-. r'Y^V l ` !`t`" ���•.t���� �� 'r� !fr �`, �'^`�Y' ��.iaW .�y7���",�,�.p 9 x:. { ;c
/ � ,e 7t� -��:\�t�r: t r .\'a � =k���ti "P L'\'�+G vl'b.1' -�a<i, ,t�k+,..�'�w'u�,�i'�gts�v-a'.:2lrJ�},k�,`�t� �1 4{e.t'�.�»'7L' •'�eky. �.
1 .. ,' w .x �� ,. 't t't ` ti P �n� O� '^i Y"r-,'t ���,r,•t'f? �y..X s'1 Y?.i1y4.Y19U dL
lti l,:-q,
{� Yee C�7V� Ft � ��- -
.�.{J:.�.« ��� sx .� �:' �� .`����' r�c� 0•� �'� >����73��r:>��,�, .;���f��-' ���.�� a �,
i:�•'$ aj. d ��?
.} "�` * ;p• :� 3 i. ' ' first a„�?{iC�1i Nl
:�`���'4�����9r ��.rl tta.,� l=34�,;� .x=,r�`y� �r> 1� 1 \e - �•.,� � ,s��`'�� ����'�'''�� 0- u��.
�1(^ 4*' �•"ty`��+Tf'yT__��r 'Y7�� F'3S'�� <����•.t,���t+s��'��� tFr _.�l! ¢/7\i< `� y.2 ` 1; `�^S'1i''�hrs�4a• �"3u�+�+Y�
r,r�'� ,� .1. s+ 1 ,.Fc�. .r ,1� �`t,'p ��'�.a�3'.'�• �'��k''z'� -`� .-.0� _ l- s ?�r is.- ftj -;.-...�..fi ,t, .'�':;
�^`� �,�u�; ':�z• ��` '�'°'�l�t ' i ��"4:h���2`' .-d�`� � f, �,� e�y� � (,r + `.+ '.�h'� ���. 'tfs
'+r'!S't:�h.I � � ', �r •;�`� `,� S Y"� >vl':f{'�� `� ..��nAti`a"}•��4X"'��r;t�':1.'b}.,.yS r;ra"'r-trarG.<y\�'t.1�45"1���`,�i+.°r*�[°.�✓�_i�1jr k'Gr.t;ka`K„.�?.-;z.r,a\1.9oec>E;yY�Gh'.�!';'afj YtxK!ti`,iy+2Y'y�Xgg
.�.r`�%e awr."1,R.+�.��I^w k��Zq�,,-r'�:�'.l�x'<'Q�,��y�s T^i},'r t„�-\�E''�.,'�.,.'t��.�,r'�.e",•1`_`�.:.5+'•F.A 1�'�,-�'�IJ\`1�S. E���'(.`.Z..'i.(';1 �fv.i t}'-1�S.F;G`'S4"-?'�;tk`e�'+.1t y.4�,''''�t�{}t E fut,S�
.Xi..s�`+�r�1 k a =
I t
'��F`,�F.,�: 'y{���;�,�'2'•" ..:ya����i ryj�4���Y'� ����` t��tt•' ���,�����•7f` t'�
. �'V�`"���i< y�-Lai' =��5'-., ">s t'"a` •y,
'�o Y N• x' "'11u•" Z " '1. ,s< t9 � YF: ^'d' Y' k t `4
rAlt,''{ ♦
,�,l� .� 4r� ,. ,yy'tir^•,lx .�Y%�r' ,r , xv:, •,.G § r_x,,,r•}���''` 1 •�.,d' T 1.,:?� �--•• V' g �. .v-."F"1x',.3r,:;,' - r� R .,.r� r
f}„^ F4.�;j . r.« )s� �`� ��.,:''k .t,.r���t .i•,-•.r -�Z}. �xi f''-y',�. .,�'."� ��aJ,� �'.��F'�. +. a<< *t�,. irt�yrf�J
r C�� 24.'�i`Y"1i`l',' EEA, r<r ��''^sa� *.. -•-�i."'I�'•�7. fi�''�'' S"`(j` 4��.�.., `y� :S�\ � :F'"'�F �`�''^y,'F$•' >. es� �r t.
J� •:•?.;s, t� kt'J� ,�r�3;jR� f�� t�;4:Y-•ate �" �4x it x� 'C' '`Ti ,w�---',^,J1 l•��g�tJr t � �,t�`I t< .�'. " :,,�: tr'
{t Y ',`�.a*�!"�' �.•.'� a m•9 •�•-+.,.:�"a� 1 ���„" .ct,'"�'t�it.0•��r+,.l` �..�_d7� -+ ;:�-+..'' �F.,:n.a�G'r Fc �a „} _ '�'*'"f�
� '4M". <r's��` gar. ?.x� .. �•:•ay;.;�r�"="'{ t.� r✓tk ?j�s��.. c���.:�"""' ''�'` a 5`: G:
AYE, il• =�••.� ",:4:.2�r $ ]s + x .x -+n.r_ s xre ri �._ c�•..-. s :
`'A'r•,. -a-; c.-:3 "�,.�, �«7r!`!~H•,' ,` , `+�,i "s'rfcsst,'J• 3t'"-: -Yr•-» � �,�
Atif•"tYSrr . `.min'
�ie�•y` ,�S'h�.s' Fr,?,.r4�<'i a; •K � MAP
ktt }Y•-.•
Jg �,r .•t•- .C< ,1 x ,ax••'._ t L > v'. _ i t TY'• Y f �
:r+,.. 1<, � s•.y,•,. �-.-. r `��: p "•r #�'j" £t.� tt' +'�rY�t� y y�, ) �" �• k�
.r -,a'�s'(ti � �:£ t',�'`'r,"'r'r�7 ri.�i'' �'4�.#l.!y.`�.a•.. :r �'y Ey yr .`�}� '�.s.�� �' ,}. `���<:-r,:.:•t"'�.. �t#.,.� -Y" 4
'ii r,.- + 4y� '`Ys- •k' L� �•Yt�s'-"3 s•;�'at'fi3+F41-yt,' daai' 3,r e�'" `✓. +f' 'CY lr.,oLF 40 'Y'`-� s:� ': ��r �, I'
"••�f,L�"'�� i,•,."[;Q�,..tea !r rl' "� �r� ��' ..s'' "�= ;� s,,v,..7., !-• js.�r•, s;-.'�t' r•` \ 7' �,si�.. yll'a ,�•v`"�'.�aa'����i � �' 1`;• ,
•t.t`>:.-����',�` .". `.: rat �1��'�i�✓,�'»x`Y`•.� Y` -c r�� �s?:i',4+-". ��fk �T. < `'tYO,!�.t- .L !i '�"-.>k �I., C,:ft y��.: �p.. <j ',
:.! R ?' *�. 'k.,y,;rSr jri-y t J{:aNz't r" w �� *.. a€�Vt' -Y:�' �'i .ate+-ct H�1- =a�i \. s�-ti; t F�.�+•'.t< `% .a�\ {-.ai 1-." !,
. ,'t431d�;���1,, � �r�•}'.�4�"��>'��iyy�.� ,�.i '�'�t'r�+.;,� Cwr t.... �7����Le +1•�
/l
.��- '�`r�`.l:P��r .a. S�•C� `�},'-2n-``43}5-1�:'w! �'�c`'*'5�.,y�{ik--�: '�`�ix'i, j. h`�'rq-7;�.:-< a _ f- � /� fit:^ rl`' r�+.;t�x�'.,\� Y�*}a,:}�, .j��t
" ,� YS�f!T .•W V ♦4'W �-.s. � 1�.SR,i.Y- ct�y+>ls a'4S {i�l M J 1'.. �.•LI F. ��.-IA�.��V ��fir,-.Sil'• 1�.�..� .�i'.•S\�,�tt•.. I Y
i<r»14 %•`•"y:` z T �<k 7' "ramrf"••'.�tl,"'ft. il..�„`9�. .•"�' tNr;. o< `f �,s,ye:, ^F�t;'ei;•s e. ,,+r•t•.e,; ,�.•,-r^u'Xf; r' y'S. `
,r -t
rr". .��'.'k• ?'>��t' �,
4
�,,✓ `KC'Y_ `�' �aj' ,�..-�f r3'�. - �.�,r K�..: Y�'�"��r%�r �A S�• Y.es+.! g �+„F'.�3xt4. '�' x<yl.�•• 7.�ah� �';���ti �
'�,�=:j`Z.�-ix'.tix?s :�`{x.--S��tb«��''�fz,�Y'^�,yi4.•�'> �' ..�;1. '3 3w�"..� �:///1� �,i.7� � y .� w•y' ��� L'�; ''
yL' ...9. < r \rl •1t-':X„�.7?-.� `v a �• act ( S�`}.� lfc" } r3� tt.r��r_ ..>.:tU h t
itii � ;
f�•�i, :a"'�. r . ?F»,�`F,� t ,.f ,.l< -N. Ja t•C'Z7,�. .� �'"`1i .3',', C ]
i14,
gr,
T G`� �� ..�Lr'-. fF..•?{ .,1,•�r ?.Kjr .f' .eky`�3;dS•..sif•�,-.•e�.G+',',,, :YXt{ ':y Y��pCu, ':r' aj. •resr <<{.=.�'S r.. - -`t` ` -. i;.'i",tt i `'
�..�y y� .T'Y"�1,,� "x',G Y.0��J•�':t a Svc a���,�,'�Y7s!`"�'s`�-.�"5,X��.-��'4C�,�'�.-f !-�o. �:`'K'+'t;'S'�f'��S� '°'-. Q•� .�.r`-d�/�d�ut'�y-s�,S',.i;"� /: 4 Tr�! p
G, t-� yi -„ � �t y .;�# � *.� ° '•.{�(.�z l--,.``�..�� v�+Y. '"9r� L - `�-.0 l�F.(s.T�<..�` ,> �.,•�� t ,' p
� ai-.Y+.. !r-d�}' �' ;r ti -�, {s. �.. �• a }j t;'� a r Z -��� �� rc•
A4�F:�•� K•C��'t.2. _';S^1-"..�•.�`a1; al. .rt �� M'�1V.t.:y=�,y �8;''w..r,.:.,<ri -'S+"ice ...t G �y�n f���, uW,l?:' +i�..� .1 ��_jK ti� "•'i�,F. !l S�--..s.-r�
E -wat � ',t.°yc Cr 'kl�.i r t � �'N �.��.:�•,y'�h+,f�: :L--'Ti-ca+-C?i�'S,. !i`�rS('�•..1- �Y'L� ��'g �`_u��J i'�ia�. � 1 E-�..�"•v �...�
'}„}�-.'rx � � > �, :� .<- � , � r+ r,:c.r z a✓ ,,�,5.�•it -vim 3 � s�� 1..-�`'r'r"C�. / �„ <= '�
T• T�''�{'..r.F .`TF'iz^^t'rt�Y.h J. .J♦'•,^r; }<Z...t .�,� `i -+„ �X n�. '� +�' '_b'';? y P .�. HF �' Ll'41..
(_^ �4 :tf. i`•rYa �p, :a f � l, 2 ,.p<j� X�� '.��' �'•..-�+�• I� .+f�,�/t7,r.�t Lt tP, �.1'f eT
C " .9i� 1e '��r' j..' (t t 'fU? lrf 3rF-'�.j.Y.Y-S'r.i' _ �V��:C`S' �ayY,i�fi`:" ^•„/-ram t � 4I'� C;,/
s,/' X � -.9. W'.� 3' t�/v .F'�; 'cs: r.(,s"c s MV,?,Y.. 'aSt(.�z.. 1(
�7c� .K�'x�..�*�� .� .;1.�4''�<'��Z"'°.e'�fSK�'�.'1-'�"`'r;?;�',>k+.r�� r''Li�aa�'�fr�.,�`t'c"�-�•'�-.�ll``.itA�,}'r���'� `� `` .ti�' .,��;<r 4+� .,`�F�.
• ra Sf•�4>��'4 W`""}:y �t;,l.• ii1> °Lt 'S' S` '�?tu ct.'�ry }V'�1; .,Yi,-.�r-x''r.g�y,-t y £.G�� �IL,l '.� �`_ l .�7}.v✓'. a k'..
s., yF`,r'7(c=:�' ,}L.Y:.Y1�'`•'r. r ,•t -`� r:s'•.' .1 -.( t,t•ti 1 Ar•,!i_, `�?.r�A.?
1y' Htl r{46rY' .�7:=r� >. F'•f .�L%''' 1 7,.,�, t rF,' {
��� °� G '.aiM}f' h 4.>j �'`';• _ 'y :2<' •...::->.r. ;F.e-f�rak'�.�ic''�t. 'b...-'c'fo�:�� . t .Ts'ti- 'E l�- (( ln• �� "
A
�S�t?N.!�. G.�hic '��i S':\�: C i.�'.'�'-�1��i�.7n'�.]7+ y�• °�:?��C->+.
\ ..�• .'�e�y�i •�:i�N.'�'!r'.i+ t T '� Y<'' .'�. �J X�g�1��" �'<�re7+w��':- �y� ' 't'�.:�.i!�• �.� iS.�a�•.�•a��JV��_,'�}. d.�" 'C uY:
L i�yy,�,Ss'.Sfi.�'•'��'.wK "� A.J S - � rn�' `.::•t''4 - --� 7 241`tia �'� 2''"N ., f s. t. p.j-if.' ti �f,+� '-' t1
' '. t r i I r �L..L'`k•.1F �` �5h�.. _ -x _r' k � (y�'.r•.- * ' n�c J�
.
<' F'''�+ �' ,3 d � i 7 a tY jj�� �`�rx� Y. ; r-•t3ir�- �1�\+. s ,i,.�r't t.4'� .L`M t r. t, t
''1 F. S.3l� k i.SF la �i"Ir ;'.y-F vg r- r4 , r P rY r'r•t-r+ z`rr'1� c,�. .fir , t
On.
�.µ S'f?t?r Y � S� �= t r� h t..1... ,c �,'y`�.`j^C.��!s�Cy,'.�'F ks7,.,�-•t l-�:r� 4
�`�. .?•,c`(+y, � Jr. �.h���,r! �, - �` .-.t + ., '�'<i~<L•,. � -.>� ._ IY '..)�t Y t T�� i'L t,� T•..i r`�rt'.r .�• k-N'Y>. + t�l:,:
]f��h•.3-� ��� �q�,i,."<4��;(��.+ � E, .:.�`+•ttlst-�f.;- t ' '< 9 �:-FC/. o,. ;C.! tit j"'t��•�7T,,j4t.{3<�?S-'f �'S,}'����`•ty•;� ;+�t�?��
� 3 Sti s • r r t ,r t L t tea`. +'. )�
ta'a�:y •t r.4i ,,1..,/..s� �4 1 t Tk� ;:'i � jv ,\�,rr�" - .,A•. ` t ...� lirC `:i�""�< ,'.S i �.� , r,.;:'1`�^,r+,l .,t .;.�t�J .R��e�- �. •tj'`�r
Y ! �-..u.. � ,,•k t. '.,q Vfi ✓ ✓� � .� l;
��" 4 J.: ,<,. f L �',� •�,, � *+ KY�_� .#r�'-ls ���.-�`� �"��•�Tr X.. .ti k\^•o•i�� * �: t \ v:� �
�R±�cc '1 ��.', >•.":! ,':iF+'�lY, �� �:t ` d'i"`'�- '� i.�rt '+;':;+•��.h'l^y,.: 1� 1fi rh'� f• l.lira ..,,,:','�.r..��-.'Gw l r.1j:
� .'i r!�'Y - t >� y <• \. +`sk �� \ �-j:t'',
,� >•r,.,. -t �' ,,a tt"' y rY.l '�/z t=� 1.i T�,•`-.,G •1.. �Sa,> ..`r s'`�,,,,• rr! �x,�-._ fr t r,� q4r `. ?- '✓ lr ..it - �.) 1� <„'}�} ��.S,, ^ice-.�.-.:. }�y7: IT�tiE /�� 1 , L .I 1
_�.,„�� `�:fr• r. y t: ,'�„V:�kr��� >-,y1`1 r� ¢,�FQr'� �� ���1?' •,. �)� � :ti s ��'<�`r}7+.5`,:_. •A
�_f�'t �.:•, � .. ..,'�r',t)4'`fr+Sz+'�,r+' ra��`'iF3�x'-.r.<�F�>"3�•;��„.r•�,'r`c'. `d� �' '�, ` r . ] .r,=;�� ,ti <�u t�;�,{, �s'-s _ ..__
-5•_.a _. ! (Y -: •i' of S.rY' � 'ti'C '."} �-�'�..7 T '"v Y�ir�.� t;;�'�" M
1 , r,•Y*.r� t>4' 'l`'t�.>'�•a ,. ,3...tlgktt a/ ^{r'�.• y� c 1cyT• tSt :{ <.. t s
1
Y:
J.• r , u'2 1 ''° -r'l:a�i 3t '�, q t.r fjY+-Ma,�" � �'„„-+mac ," ••1'
t o a - :.w 8•�S�'t�2.`'t- f''.r'r S ��'r��)ur �
`.yFo V.,'r �`t
:� l
i t fl 4,7 1'Qllv ��%✓���y s? 4 t 7� t !t y'+
1 7 -L �, �.tY> L t r+ !7: Je;>it -<r ,t <'C• � ��5��rr���^ a'�1�,��v J'•i /����� 3'�'•�l c' `Y'.�' •k�:;�
,'� �'•� 1 •_ic t - ` ._ . .L ¢ - c Z t "j <ti�`r�/'S.� ) .( -w•.� r„� t>S.� +•. >'♦1._•y1' i! �2 ;:\
�•a.:' t �_i �a���1 3���,F.f � i . ` �:�9' �� ��'. /�i���",�.•'Lc.r ��yJ

rs �
.r
r;r
ny t4
yam^w
FFM
®
f
`s;;`5_ "",�.e wit.. `� ;t•
mac" • �� � •
rx �
\z ,�
f
Jr
L i^
+� L. a7>y't Yf,�, .�j..L•w i `Y �S",�''F{�.!'r •
i� 4 �a'_4. '•�-yam. �h"�"�.. 1�-�`��-,�"n.+; �a�„�,z�� �
ac -?s r��i �� ���F.y�w,�+.��tY,,,..�..1�'sv✓�,.� ��t .X'a�,''�ti �w II�=�.l�.df� '
,, t3✓ems,.
4* sw Ya Sr r r^�' atw
s x, r kart n'
a�'•- .•-.. t�,,�� R � '�'`s> f '� �T f air ^ryie..r+x�•�'X"�`"�'� .d��.,,,'C ,t mac. ! 'ate
�.I�j�1'�-�"*lsff y��..:.��,.uw.i�"`'y�7.+o��e.v'�w.+r�•{� s''�' °"e$ ?"}.'^�� vyl,i.3y��� ' �h\ .r ^''r' St-s'y "��fP '
Fol •r d it rc
"yt`b.fs+�'4Y .y..>r+wJ��.` +4„ ..+q,.x '•Lv + .s '�S nor'` ""= ai j` C ^•"�..^rt..1`�a`S1"£ r�'f�"ti
1• .s,'.>•'4 Yi
- N-,{. F.tl e e ,j.:w>r ✓.+ a .}r E ^g kR;- :+`' Ai fi h N
:-
..��+
a' H „� e�w� ��' •` y'*"e3�;�`r y a ^�,�.4� �, �,f4}3a�jk�.�a d"^�t�. v�,�`�dv-'�.?�}. .g.�"'i��'.

\ �• y. y 4*c2 Jero ui3`�• 33i ] 3a.a,i,ii.;i.
� ..
• Gsub tion i{
139
1143 ° o46
114
sY :, Cem
f ' ep
1148
O '1 ;�� r 1 I a � L�'� ✓�
1143
0 ro: !i a a 1133
f.
a a
G
m GGG �
rt� Q � 1I38
•�. reeO II 74
� Wells 7 p
o ce
Q � e ss ° I• °JL ' \
T� em --
cl
-50
��--1146ence
�• m ^o ms ii�

.� �, •• T3i� Yi ` >'`.^.-t.ty`� "` rw` •��• �j`l , f� +�`�'•'•"4`'.t�t> v`�'"``••�!`r. •� i1
�..•., �•. �\ 'cy L �. _ 'ar+.zy' < _ K ... �S ter .� a
�•~4=`~~F-� •�:.^1• •, � 5`�j•` •�1� + � � •'y4,A sh��YT4 ra Le�'h.Vy w��•••"C..�Y.r�!j,.+
:a. •� 'I ��•y�� ,....>ea•� `tla�•1an•it.,:...T"ems � �.
•�' 1►\• ` •- •• fF• - ^'1'; r•5� tYiv�a�sR.�''y 1...�i''"ya'^s+ •
'� �► \`a�' Fr • -'•�'� • 7' '�.�' %��y7•:.z• 1kf� S`.•.r• �.'••p. K.a.. T•Oi"
•fi•r{Ii:i `ai • ±./. -• 11Ly«T��+�.{y > �t ,���5•"a� Y`•t''.y��' �jL rr`'�
� ,�� � ���•4 •�'Mii ��� • � �r�, 7�sf •,��, t�..' 4s.•�,.�.,��3Y.itG;e �3:r� --.
''Ry ,�1. +�'✓�s-i�yy—� a •' ` �.. a, }�$y �' -..��'►.4"..•'.•ry z.' J.`0 1st
a�•�y �,fY��.�+►�. �y;. _`ram • • j _ y+,•r�•�1'��}��-.a � -r.•40{.[+��'�.'�.� �A�» ,
Y `' _^il•:`l/j�'r'9i re'1'" �f�Ii• �• '�"1R fi.s- ���^''R�� .i av�.p y, �••�
�l{•"„��;a .1�.N.�1��'•'' '^,�. � .'�Tj�.3i•...-��}S`1�i'�� ;�JiSlt`�I��'�"�'.��•'�>'�i�i''�.�,r\I.-ice k r
INW—
zsp
�'��•„e��•,,,,�,�-.�."��%��•�,}! cp V '�per.='�'����` �+.'r!"�t �•.�,'`..��� :�� s�
�t••a��'. t'%ra- k:.kM�.'J+►�y..�.r'rY-!`d� �j. �"���4J�cy�i,,� gr.`.'4'�Tir�sf�;.F"`v s`�:��sy
,,,�,a)►,�..,y?-fl�: '� ��.,.s� wfatu y(�+.yc�.�}_•��^>3, yr•• sF r•�• a�
f m _ •• ,+cE�\:'\Y h••T adt" i'�'�;
41; N ..si t'? '.' ti •'
. ^ �' ;a.I•i�•,s Yiiyi:y:,`l+�^_ 4'vsA P.• ,.;"'pv�..`'CAM.�`� ,•`y. y�pr+..1 �`.z -
Z�•i"ark ' •. �•••t�y`'•-' �?:3.•,C\. j �.sy��.A s'.c�•'`?'�. .r?'�" ,,•a?�ti'�ti>�' ��lg
1�e:�'£+� •ems a y`�.tiw�taq pai
fry• �5:, -_ •�• ��}�'� '+i ;••�,,`�'�.t a7•gt�i`�1a..�J`9 ;anl�<.� .,y�>Sw. .♦ . '��-.
•vita �a r �"^Ry't"yW a.L`Q��T 3. .aT•l,S.•�STsa,'a� r�.•".�>•� •. r- Y..�•%•-.e.� •t
'lwn�? !. �a'zy 1'aS 1'Sa9i. �.�►� � c Cy,w�* . �_•a7r•'•rI� � v
t�� ��•�r .r..�� y,Fbe'��cr.,•F•+Q.-•a"�+-����%i♦ t ,. i •,��.raY;y�'� ��J,�.q."•�.• •
�s� ..s.���,'i'"��.���.•�lr�1.�a�'.`�a'�'p�i 1� • � i• .iy+s :•s �w�:.'
i ♦ �sy. .t F r•�`,Tl:sft' v 3;' -r• »� s �r �e t_
NN� i �'y"`•.�_-.•!{.1,-�tb,v�a1y�`' �4i �.'
`.a,••_ �.h'x` 'r�,JI,. �e V``•"a.-^sue ti�'�"•w.�i• s. ; �,,.�,,,�+,
♦-4�a- d,.. .• ti`...fY"1y..=,,.i.,.�•Oy'►►aLt-„!t1+.;1 " ..nti"t•4`k .�,,,,,,R�t�•�,��"° r•�
> .r♦,•�yC>y �. �_.`•aa ,>r+s'Oi xT � e.J'ry ...• 1 S•s�•�!�. ,rar- a••]r'• ".' 1
�t• Y >�51�•P�•i++#.tflT�,�r�'Y• �.`�'�t♦�!�wM70-
25M
♦� N 'r•v�.�t�a�- ` -�a•(,+�j t�
r
3•`1. �-•'1\^w+ . �1►y" i3T. Y '>'.'�f��}rfA:;>-•► � � ` `,'• `'�'�2�(Ma`pTii:'�l'.:.
yc:,j. t ,ter,. �T�•s.,,,,vs-Se•.+c+.*y-v.1�/�,� —.► f>,.r..y, y....i�:M'+�. �r_. s+c.:f 3�:�:•..�'t.i•. -et'","�.'� �.•yam'
� ,.►�••Sss~'�s`''�V�)y;�{^t3 r.�'.%;."y�y�.lv'rt+'�-,�,��v�- Y,,r",►ati'�i� .��y£'T�-aa+'1+.i+�• ��^�__ a�9'�-'�� 7
}�,'�'� ��.�'�.✓•'mot!. c •4 l.^ •s��lgvTc Fl •'�+�� ,,...•'� •d.•w >��. d Ti.'V:. • -�•T►�.� ` .�'•O.
• .;�:;.�Sx�y,4.! ,�.►_+L }'w. gss$"y�\>vt.;•�s. .►y o.`-t✓y sx� Y_l. ,r 4 �fi"fie+.. >c�'►,�Fy
_w •-•rs'3s�''..t�is� i� sa@ti"'rte �s7."•".�. Se►•.
01.
va
ONE ' � . •-+•►a�i.?", '!• ,�_y!, v!-µ,;�'�N�`
.�. ����• �!{ vv ffivawy�•s.�s�'rLa 2�ar� �• s� 'l•'gjt4� ' 'v 4
�,. �� t ,.�„at�•j�'�•�""�y'�•�,-."v ir+c�,'�,i�:�'� t
",-•.•"'7'1>t'r-."_ ...w.r•`"+q'''T+'I'� '^•` � �� 1'�
't? ^t,���?'•r.��y�.y, may, ;,;,`.c•syit— v�^�.v �q ���)�•'•
AGY� �; iv�f'_"•;y�itha .•yGl: •, `. � .S/
a •a o �'�f•tom.w� t'' ' y�ry `,,r ..�,�.' r ="'+F` . • •'- , ♦-. ..
�,-» t�—•'�Tw�•4; 'ems i
t730♦:,a•�i:7e.�'r`v y '' 1r•vis a�,,,.r:>ee•• f•...! 'f• .,' jSwWw ,�•.', S. ••
:r'�3,i _ ';•• �•',;3:ai,`t,,,•+�Ch� ' �•�.�+�s�%•o/�'sE�C�L.;�•} 'R ., IRg
+�ts. *� ;fir" �y9•aGf1 ,v`�A A•�•�✓.•R`Y"•,.� •f�.�n �2 ;) •i•. , � yj y
op
ML
41
Ri
fT
f `�� •
r Zj
a tj
�,�"•tea 1>1••>114Fa ThawL al' • !At' )�.t�' • \�.
`•��{-•µ> �•!�{,,:,.�j1yi�:s�C� r z •1 ,~� �.�� i7�����- c��"+t
- •fir ,�. ��:••��.
- •. .:''.la.?:.i1�?'t�,xAUYilF4.�1+'�!%ka=wdt -,t.:a[4k

"Perator :DANNY BROWN County: DUPLIN Date: 04/1 /94
Distance to nearest residence ( other than owner ): /000 f e(-t
1 . STEADY STATE LIVE WEIGHT
U sows ( farrow to finish ) x 1417 lbs . - 0 lbs
lbs . - 0 lbs
0 sows ( farrow to feeder ) x 522
kx ;' 0 head ( finishing only ) x 135 lbs . 0 lbs
0 sows ( farrow to wean ) x 433 lbs . = 0 lbs
;. 5200 head ( wean to feeder ) x 30 lbs . 156000 lbs
TOTAL STEADY STATE LIVE WEIGHT ( SSLW ) = 156000 1 b s
^ . MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume == 156000 lbs . SSLW x Treatment Vo 1 ume( CF= )/1 b . SSLW
Treatment Volume( CF )/lb . SSLW= 1 CF/lb . SSLW
Volume = 156000 cubic feet
3 . STORAGE VOLUME FOR SLUDGE ACCUMULATION
Act C�Mp�cT�+j
Volume = 0 .0 cubic feettT-o se 9*&--zVS0
4 . TOTAL_ DESIGN VOLUME
Inside top length 190 .0 feet Inside top width 180 .0 feet
Top of dike at elevation 55 .5 feet
Freeboard 1 .0 feet ; Side slopes 3 .0 : 1 ( inside lagoon )
Total design lagoon liquid level at elevation 54 .5 feet
Bottom of lagoon elevation 43 .5 feet
Seasonal high water table elevation feet
Total design volume using p a ,moo d al formula
SS/E.ND 1 SS/END2 SS/S I DE I SS/SIDE '2 LENGTH WIDTH DEPTH
.3 .0 13 .0 3 .0 3 .0 184 .0 174 .0 11 .00
. .
AREA OF TOP
LENGTH X WIDTH =
184 .0 174 .0 32016 ( AREA OF TOP )
AREA OF BOTTOM
LENGTH x WIDTH =
i 118 .0 108 .0 12 744 ( AREA OF. BOTTOM )
I
AREA O1= MIDSECTION
LENGTH X WIDTH X 4.
151 .0 141 .0 85164 ( AREA OF MIDSECTION 3E 4 )
C:U . F=T . = [AREA TOP + ( 4*AREA MIDSECTION ) + AREA BOTTOM] % DEPTH/6
32016 .0 85164 .0 12744 .0 1. .8
{ VOLUME OF LAGOON AT TOTAL_ DESIGN LIQUID LEVEL - 238194 CU . FT .
,..

'
. ^
- . TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
� Lagoon ( top of dike )
Length * Width =
190 '0 180 '0 34200 .0 square feet
Buildings ( roof and lot water )
Length * Width =
0 .0 0 .0 0 .0 square feet
TOTAL DA 3420[] '0 square feet
Design temporary storage period to be 180 days.
5A ' Volume of waste produced
Approximate daily production of manure in CF/LB SSLW 0 .00136
Volume = 156000 Lba. SSLW * CF of Waot'e/Lb ./Oay * 180 days
Volume = 38189 cubic feet
;B . 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 otorage/7 .48 gallons
per CF
Volume = 0 .0 cubic feet
5C ' Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount '
180 days excess rainfall = 7 .0 inches
Volume = 7 .0 in * DA / 12 inches per foot
Volume = 19950 .0 cubic feet

�
'
° ^ �
`
.J . Volume of 25 year - 24 hour storm
volume = 7 .5) inches / 12 inches per foot X DA
Volume = 21:375 .0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A . 38189 cubic feet
5B . 0 cubic feet
5C . 19950 cubic feet
51) . 21375 cubic feet
1-01-AL 79514 cubic feet
6 . SUMMARY
Total required volume 23551.4- cubic feet
Total design volume avail . 238194 cubic feet
Min . req . treatment volume plus sludge accumulation 1.56000 cubic feel
At elev . 51 .7 feet ; Volume is 156706 cubic feet ( end pumping )
Total design volume less 25yr-24hr storm is 21681.9 cubic; feet
At elev . 53 .8 feet ; Volume is 216:305 cubic fet7�t ( start pumping )
Seasonal high water table elevation Ko feet
7 . DESIGNED BY : PP03t- CAI APPROVED BY:0JF4
DATE: DATE:
NOTE: SEE A*]-I-A(:I-lf'--D WASTE UTILIZATION PLAN
SCS DOES NOT CERTIFY THAT
EXCAVATION AND FILL
VOLUMES ARE CORRECT

`
OPERATION AND MAINTENANCE PLAN
-------------------------------
'
This lagoon is designed for waste treatment ( permanent storage ) with
min . odor control . The time required for the planned fluid level to be
reached ( permanent + temporary storage ) may vary due to moil conditions
�flushing operations , and the amount of fresh water added to the system .
The designed 6 months temporary storage is an estimated volume
based on: 1 ) waste from animals; 2 \ exocaoo rainfall after evaporation;
and 3 ) the largest 24 hour ( oneday ) rainfall that occurs on the
5 The l f t generated from
average of once every 2 years . e volume o waste genera e
a given number of animals will be fairly constant throughout the year
and from year to year . This estimate is based on 7 inches of excess
rainfall which is equal to or exceeds the highest 6 months excess in »
a year . The average annual exoc:oo rainfall is approximately 8 inches . :
Therefore , an average of 8 inches of excess rainfall will Deed to be
pumped each 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( a ) . If the outlet pipe is not installed on the elevation to
begin pumping , a permanent marker must be installed on this elevation
to indicate when pumping should begin . An elevation must be established
to stop pumping to maintain minimum treatment depth ( 6 feet ) .
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- `
oharged 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 preoharging 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 pump-nut of the lagoon when fluid level reaches eleva-
tion 53 .8 as marked by permanent marker . Stop pump-out when
the fluid level reaches elevation 51 '7 or before the fluid depth is
less than 6 feet deep ( this prevents the loss of favorable �
bacteria ) . The design temporary storage , less 25 year storm �
is 58139 cubic feet or 434878 gallons . As stated before , this
volume will vary considerably from year to year .
�

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 . ° / ^
5 . Keep vegetation an 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 o minimum of 25 feet of grass vegetated buffer around
' waste utilization fields adjacent to perennial streams . Waste Will |
.| '
^ not be applied in open ditches . Do not pump within 200 feet of a �
!
residence or within 100 feet Of a well . !
� 9 ' The Clean Water Act of 1977 prohibits the discharge of i
! 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 . '
|
/
|
|
|
�
|
�
{
|
|
�
i
1
�
!
�
i
|
|
/
�

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 0. 0 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 ba ckfilled
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.
i

3
r
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-
blished 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 a
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.
t

° � *
SEEDING RECOMMENDATIONS
_______________________
AREA TO BE SEEDED: 2 '0 ACRES
USE THE SEED MIXTURE INDICATED:
0 LBS ' FESCUE GRASS @ 60 LBS ./ACRE
( BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS )
SEEDING DATES: SEPTEMBER 15 TO NOVEy1BER 30
O LBS . `PENSACOLA" BAHIA GRASS @ 60 LBS ./ACRE
( SEE FOOTNOTE NO . 1 )
SEEDING DATES: MARCH 15 TO JUNE 30
16 LBS . HULLED BERMUDA GRASS @ 8 LBS ./AC .
( SUITED FOR MOST SOIL CONDITIONS )
SEEDING DATES: APRIL 1 TO JULY 31
O LBS . RYE GRAIN @ 30 LBS ./ACRE ( NURSERY FOR FESCUE )
O LBS ' RYE GRASS @ 40 LBS ./ACRE ( TEMPORARY VEGETATION )
SEEDING DATES: DECEMBER 1 TO MARCH 30
LBS '
APPLY THE FOLLOWING:
2000 LBS . OF 10-10-10 FERTILIZER ( 1000 LBS '/ACRE )
4 TONS OF DOLOMITIC LIME ( 2 TONS/ACRE )
200 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 .

TYPICAL VIEW OF A ONE-STAGq LAGOON SYSTEM
Confinment Building Top Width /Z.o
Settled Top Elevation ��•5
Pipe Invert Elevation
S?.75;
{ A SS 3.0
-Pi-r SS S.a SS 3.a —
TREATMENT /
1 LAGOON {{{GG6
't
Depth
" Pipe (Needs to be adequately
supported)
Bottom $levation if3-mil
NOTE: RIP-RAP , FLEXIBLE PIPE OR OTHER SUITABLE MATERIAL WILL BE
PLACED AT PIPE OUTLETS TO PREVENT EROSION OF CLAY LINER

PLAN OF EXCAVATED WASTE STORAGE PIT
NAME: DA1.1�y �RowtJ Date:
county:
Address:
Else TN
SIDE 810►(3a TO 1
l /
/
AVE. TOP ELEV. r.
WM�
MI LAC /ts,
v
Arc. 8017or ILLY.
L E04 TH
• A-D
Oft dck fa• roltr CaLa Aetiar)
Use of facility: Ftr\*,AJ hlti,�L L eo,,/
llons z s 190 Ft3
Capac ty. / 7 8! 3
Soil Type:
Bench hark Descr on A -{,� � p:A)k Pz L��
-7 B.M. - fin . ev. L
Bottom
Kcrmal Liquid Level Elev. �f3.
mow'
Storage for normal Preci
ka�cimua Liquid Level p� (+) Ft.
25 yr. storm Storage Elev.
crest 1sw (+) .7 J7- Ft.
Mays.Flow Depth E1ev.
Freeboard (+) Ft.
Top of Dam (+) 1 .a Ft.
Blew. �s.5',S

TYPICAL CROS$�-SECTION OF
LAGOON CONSTRUCTION WITH
PARTIAL- CLAY LINER
1 .$FE T THICK CLAY LINER ,7
FILL (MINIMUM)
FILL
AVERAGE GROUND
---__------�-- -- AV ERACE GROUND !�
EXCAVATE THIS AREA AND VARIABLE I
SANDY MATERIAL I
� BACKFILL WITH CLAY VARIABLE SANDY MATERIAL
- � _
NO CLAY T NO CLAY
1 ,Q FEET THIC 1 .8 FEET THICK
CLAY LINER
SANDY CLAY-CLAY CLAY LINER
EXCAVATE
SANDY CLAY-CLAY
-7_ 7 -
ADDITIONAL- EXCAVATION DUE TO LINER:
7�
AVERAGE DEPTH TO CLAY 3 X 1 .8 FEET THICK X DISTANCE - _ 39q� CUBIC FEET 2� CUBIC YARDS
/ h3:1 ss
27 CUBIC FEET/CUBIC YARDS
MOTE: WHEN AREAS OF UNSUITABLE MATERIAL ARE ENCOUNTERED, THEY WILL NEED TO BE EXCAVATED A MINIMUM OF 1.8
FEET BELOW GRADE, BACKFILLED AND COMPACTED WITH A SCS APPROVED MATERIAL (SC, CL, CH).

• • e
i •• • i
11MMIELVIKIRLYMplin Nil
CROPLAND—ACRESWATERSHED AREA MEASUREMENTS
WOODLAND—ACRES TOTAL ACRES
SKETCH OF PROPOSED*POND SHOWING WHERE BORINGS WERE MADE (Approx."e 111--fee4
Locale reference point-m center line of dam and Identify orl sketch.
MEMO■■■■■OEM i!!�! !�■®®■®■®■
■■R1■■■■ /1■E■ ■■■■■■e�.■e■■
■■E■■�■//i�� t�7■■eee■el�■mile■■
■■NEMMI M■■■■■■■■■■eO■■■■ee
■■■■■■■ ■■ ■iee■iei■ii■e�
■■■■■■■■ ■■■■■■■■■■■■■■M■■ '
■■■■■■■v►N■■■■■■■■■■■■®NNE
BORING NUMBER AND P..
Nlake and lils?t�dam-sile-a7nd spillway borings first-then ponded area and borrow pit borings-separate with vertical red line.
(Continued an back where necessary) Show waW table eleuations on dam-site borings.
�I�I�JiE"a�`�!©I��Imiml©I®I®�m!mlmlm ml�i®I�I�
SIGNATURE & TITLE
��li■l�fl■i■�®■1■■I■I■I■I®I®I®:'■lei■;■I■'®I■1■
®�I■ICI■i■;■ I ■I■I■1■11■i®i■■I®1■i■I■ISI■1■
C�®!■ICI■1■�■�I�■1■i■I■I®I®1■i■I■1■■I■ICI■I■
�ml■I�I■I■1■■1■�l■I■I■I■I®I■I■1■1■i■Il�f�l■1■
�I■(�Iml■I■�■I■■ill■1■I■i®I■I■I■1■i■1■il�l■1■
®■I!�'I■1■��■I■■I■I■I■I®►®1■i■I■I®':■I■I■I■I■
��'J!■I®1■{■1■!■I■'�!■I■I■I■�■1■{■I■1■■I■ill■I■
���ii�iiii�■�ei i■I■�■�■�■li■�■I■I■�■I■ill■1■

TYPES OF MATERIAL ENCOUNTERED IN BORINGS
(U-LAe ote cf systems below)
UNIFIED CLASSIFICATION :c;
USDA CLASSIFICATION ?
GW-Well graded gravels; gravel, sand mix ` g-gravel
GP-Poorly graded gravels s-sand
GM-Silty gravels; gravel-sand-silt mix vfs-very fine sand
GC-Clayey gravels; gravel-sand-clay mix sl-sandy loam
SW-Well graded sands; sand-gr?ivel mix fsl=fine sandy.loiihi"'"
SP-Poorly graded sands 1-loam j; 7 t 1 !' 1
SM-Silty sand gl-gravelly loam,.l,; rtt ,• t s
SC-Clayey sands; sand-clay mixtures si-silt
ML-Silts;silty,v.fine sands;sandy orclayey silt sil-silt loam
CL-Clays of low to medium plasticity I cl-clay loam ; I
CH-Inorganic clays of high plasticity j sicl-silty clay loat>S
MH-Elastic silts ' scl=sandy clay iiloath i
OL-Organic silts and silty,clays, low plasticity; sic+silty clay 1 t
OH-Organic clays, medium to high plssticity 1 c-clay. "9
1. Suitable material for embankment is available Yes, No (Indicate when located on the sketch on,
r vest side) a 6 3 ' wt5G
REMARKS: A
2. Explain hazards requiring special attention in design (Seepage,spring, rock etc)
GENERAL REMARKS:
tit'
.. ',.i.
24 2.5 26 27 28 29 .30 1311132 3311341135 36 37 38 39 40 41 42 1431144 1145 46 47 48 49 50 61
-F11 1 11 11H!
k 11 F
w 1
:i 11 11111L .
�t
F, F
I v, 11 .1
11. IF
HF
r
(,
L

I - T ; _! Y
_ AMM
,r z � Y -
_{
, ,
T
--4
' _L�� ,.--.-i � +-,-•-,T��,.-� ice-,- `13� �-Y-� {-4
i
�► °° .. -' � Sao Cq�o�3i�, �-�---,..F� =..�5-3.�-ml-c�3i`'� S�SY ..�..� �.., �fi;.,,;.
tJ SBtj, ,
1JA�� .1rCL` r
yi o D `fB.L �IV, �9s q `y U9��f //-7.7 t ;
(/
_. .. l��a149a�. .
-✓1
C1 ao 4G 4 ¢7.1 t ,9
aJoed L'�� '4pPe �'fa.o DA,1r1y r �cco ,J
f
'Topes
y
Durk F,►� ^'�T
�1
41 I in , r i

r
Insect Control Checklist for Animal Operations
BMPS to Coulrol IIISCeIS
Site Sl,eciGc: I'racliccs -
l�lu;l, Guticrs m Lidui(1 Syslcius —
nccunuilation of solids ClFILIS11 system is dcsignc(1 and operated
sufficiently to remove accunullatc(l solids from
gutters as designed.
0 Remove bridging of accunnilatc(I soli(Is ;It
(I harge
;,nd 1'iu m Guslcd Solids
Maintain lagoons,Settling basins and I)IIS whcre
Pest breeding is apparent to nlininlize III(;
crusting of soli(1s to a depth of no More than G -
8 Idles over more than 30%of surl•ace.
I:�,�cs�n� Vc�;clative I)ecuyint; ve};el:Uion
t;Iowlli - Maintain vcgetativc control along banks of
lagoorls and other inlpoull(Inl ell ts to prevent
acc(lnrlllatioll of('eddying vegetative matter
along;water's e(Ige oil Illlpollll(I(llent's perimeter.

Swine Farm Waste Management Odor Control Checklist
Source CaUSC IlMPs to Miuiwize odor Site Specific 1'r;1clicCN
I d Swme producllon a V 'etalive or wooded buffers;
ommended best management practices;
�I Good judgment and common sense
Amoral body surfaces Dirty manure-covered animals Dry floors
I I „u ,ul l;,ccs Wct luanure-covered floors O Sloped floors;
n Waterers located over slotted floors;
Cl feeders at high end of solid floors;
O Scrape manure buildup from floors-,CK-Underfloor ventilation for drying
t l,uuuc cullcctiun pit, • lJrinc; 17-1 frequent manure removal by flush, pit recharge,
• I'artial microbial decomposition or scrape;
rderfloor ventilation
Vcniil.,ti,nl c.�hau,t I;uu Volatile gases; I•ai-maintenance;
Dust �C7 (?lficienl air movement
lu lu„r surL,ec, Dust Washdown between groups of animals;
l- I ced additives;
O Fcc der covers;
l ecd delivery downspout extenders to lecdcr
covers
I lu,l, t.u,ks Agllation of recycled lagoon O flush tank covers;
liquid while tanks arc filling 40—'lixtend fill lines to near bottom ol'tanks with
anti-siphon vents
- I 111,11 ;,Ilcy, Agitation during waslcwatcr Cl Underfloor flush with umlcrlloor ventilation
conveyance
i'u Iccli,ul;c lu,inls Agilation of'rccycicd lagoonf ''I:xlend recharge lines to near bollonl of'pils —
liquid while pits are filling with anti-siphon vents
Lill st,ftiuu, Agitation during sump tank Cl Sump bulk covers
tilling and drawdown
clut,idc ,Irliu collcclion Agitation during wastewater fJ Box covers
„rJuucliunl)uxcs conveyance
AP.ItI(' - f1,)vcmhcr 1 I, 191)0, P;wc 3

Source Cruse BMI's to Minimize Odor Silt Specific Practices
1-nd of drainpipes at 0 Agitation during wastewater Extend discharge point of pipes underneath
lagoon conveyance lagoon liquid level
Lagoon surf:,ccs 0 Volatile gas emissions; � ,Proper lagoon liquid capacity;
• Biological Illlxing; aY Correct lagoon startup procedures;
• Agitation P-f Minimum surface area-to-volume ratio;
fr Minimum agitation when pumping;
O Mechanical aeration;
n Proven biological additives
It ig:Ition sprinkler 0 high pressure agitation; _ Irrigate on dry days with little or no wind;
Wind drift 17-1 Minimum recommended operating pressure;
ZT— Pump intake near lagoon liquid surface;
U Pump from second-stage lagoon
�Iul.,ge t;,uk or hjI iu • Partial microbial decomposition; 0 Bottom or midlevel loading;
!,u I.,ec Mixing while filling;
O "Tank covers;
Agitation when emptying O Basin surface mats of solids;
O Proven biological additives or oxidants
Sclllin� Inuin purl-ncc • Partial microbial decomposition; CI Extend drainpipe outlets underneath liquid
04- • Mixing while filling; level;
• Agitation when emptying CI Remove settled solids regularly
NI,uuuc, slurry or sludge Agitation when spreading; O Soil injection of slurry/sludges;
sI)l - Ier outlets . Volatile gas emissions O Wash residual manure from spreader after use;
O Proven biological additives or oxidants
thicovcrcd nl:uunl:Inure, Volatile ,as emissions while O Soil injection ofslurry/sludges
slurry or sludge on field drying O Soil ineorporalion within 18 hrs.;
vu I.IleS
O Spread in thin uniform layers for rapid drying;
C7 Proven biological additives or oxidants
Dead aninl;lls 0 Carcass decomposition ,J�°'Proper disposition of carcasses
hc,Id animal disposal 0 Carcass decomposition D Complete covering of carcasses in burial pits-,
I"ls O Proper location/construction ofdisposal pits
111L-1„CI:,Io,1, • Incomplcle combustion n Secondary stack burners
AL1OC - November I i, 1996, Page 4

Source Cuuse MIs�. ----to Miuiulice Odor- - - - ----- - - — -
StanJing water around Improper drainage; Site Specific 1 t lclucs
Grade and landscape such that water drains
f ciluic� Microbial decomposition of away from facilities
• organic hatter
M,more traekcd unto Poorly maintained access roads F
Paml access road maintenance
il,lic ru.nls liuul lal'ul
,icCcss
Additional Information
Swim M,uuirc N1,111al;clnctlt ; 0200 Rulc/BMP Packet Available I rom
Swine l'ruductiun F all" Potential Odor Sources and Remedies ; EBAE Fact Sheol NCSII, County I:xlenslUll Center
Swine I'rnlucuun Facility Manure Management: Pit Recllarge- 1_aboon Treatment ; EBAE 128-88 NCSU - IIAI:
Swinc Producliun Facility Manure Management: Underfloor Plush - Lagoon Treatment ; EBAE 129-88 NCSI1 - BAI'
Lagoon Design and Management for Livestock Manure Treatment and Storage ; EBAE 103-83 NCS11 - IIAis
Calibration of Manure and Waslewaler Application Equipment ; EBAE Fact Shect NCSl1 - IIAI:
Cuutrulling Odors from Swine Buildings ; P111-33 NCSI1 - BAI:
1:nvirunnlcnlal Assurance Program ; NI'PC Manual NCSU - Swine Extension
��luii,us fur t lanaging Odor ; a report from Ilse Swine Odor Task Force NC fork Producers Assoc
fJuuanec ('une�nls in Animal Manure Management: Odors and Flics ; PR0107, 1995 Conference proceedin s NCSIJ Agri Conurlumicalions
(; FloruLl Cooperative Extension
AJi(7(� - IJuvcinbw I I, 1996, P,q;c S