820213_Permit Renewal Application 2019_20190410

State of North Carolina
Department of Environmental Quality
Division of Water Resources
.LACER ROWDEENDWFi
,)Q. 121,5 i1119
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 al! information and make any necessary corrections below.
Application must be signed and dated by the Permittee.
1. Farm Number: 82-0213 Certificate Of Coverage Number: AWS820213
2. Facility Name: Re«ister Farm
3. Landowner's Name (same as on the Waste Management Plan): Craven Register
4. Landowner's Mailing Address: 1040 Williamson Rd
City: Clinton State: NC Zip: 28328
Telephone Number: 910-592-5522 Ext. E-mail:
5. Facility's Physical Address: 6600 Taylor's Bridge Hwy
City: Clinton State: NC Zip: 28328
6. County where Facility is located: Sampson
7. Farm Manager's Name (if different from Landowner):
8. Farm Manager's telephone number (include area code):
9. Integrator's Name (if there is not an Integrator, write "None"):- Mu pin -Brown LLC
10. Operator Name (OIC): Carlton L. Resister Phone No.: 910-592-5522 OIC #: 17895
11. Lessee's Name (if there is not a Lessee, write "None"):
12. Indicate animal operation type and number:
Current Permit:
Operation Types:
Operations Type Allowable Count
Swine - Feeder to Finish- 2,880
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 Poulh.
Gilts Other Non Laying Pullet
Other Layers

ROY COOPER
Governor
MICHAEL S. REGAN
Serrrtory
LINDA CULPEPPER
tairec'tor
}TATE
NORTH CAROLINA
Environmental Quality
February 27, 2019
Craven Register
Register Farm
1040 Williamson Rd
Clinton, NC 28328
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://deu,nc.rov/about/divisions/water-resources/water-duality-rettional-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 our continued coverage under the State Non -Discharge General Permits. .ou must submit an annlication for
permit coverage to the Division. Enclosed You will find a "Reuuest for Certificate of Coverage Facilil7 Currenth Covered by an
Expiring State Non -Discharge General Permit." The application form must be comnleted. signed and returned b,. April 3. 2019.
Please note that ou must include one 111 copy of the Certified Animal Waste Management Plan (CAWMP) with the
comnleted 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.
Enclosures
cc (w/o enclosures):
Sincerely,
Jon Risgaard, Section Chief '
Animal Feeding Operations and Groundwater Section
Ea\ etteville Regional Office, Water Quality Regional Operations Section
Sampson County Soil and Water Conservation District
AFOG Section Central Files - AWS820213
Murphy -Brown LLC
Naat^ ,:a-2 re Depaatrrert f E^v r_r're•ta La tx I D" Vs Dr of Water Reso..-cs
512 N. Be 'etL.1 at. ( 185E t. a SSert :ertP.r Ra e g , N•o.ti Cs-c ^a278S9a-1538
a19.7D7 ?�DD

13. Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary
corrections and provide missing data.)
Structure
Name
Estimated
Date
Built
Liner Type
(Clay, Synthetic,
Unknown)
Capacity
(Cubic Feet)
Estimated
Surface Area
(Square Feet)
r
Design Freeboard
"Redline"
(Inches)
1
a.L
S%
-75=re V—
22.80
.)-
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 recent Waste Utilization Plan (WUP), signed by the owner and a certified technical specialist containing:
a. The method by which waste is applied to the disposal fields (e.g. irrigation, injection, etc.)
b. A map of every field used for land application (for exampie: iirigation 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]
APR 0, 5 ?I

I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included, this application package will be retumed to me as incomplete.
Note: In accordance with NC General Statutes 143-215.6A, and 143-215.6B, any person who knowingly makes any false statement,
representation, or certification in any application may be subject to civil penalties up to $25,000 per violation. (18 U.S.C.
Section 1001 provides a punishment by a fine of not more than $10,000 or imprisonment of not more than 5 years, or both for
a similar offense.)
Printed Name of Signing Official (Landowner, or if multiple Landowners all landowners should sign. If Landowner is a
corporation, signature should be by a principal executive officer of the corporation):
Name: LrA k'c 'Re /SiteY
Signature: £
Title
&u)/fcr
Date: 3+ / ,l
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]
ncdenr.gov
FORM: RENEWAL -STATE GENERAL 02/2019

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
El El Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.106-403). The bottom of the burial pit should be at least one foot above the seasonal
high water table. Attach burial location map and plan.
0 El Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
Rendering at a rendering plant licensed under G.S. 106-168.7.
El❑ Complete incineration according to 02 NCAC 52C .0102.
El El A composting system approved and permitted by the NC Department of Agriculture & Con-
sumer Services Veterinary Division (attach copy of permit). If compost is distributed off -farm,
additional requirements must be met and a permit is required from NC DEQ.
El CI 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).
Ell El Any method which, in the professional opinion of the State Veterinarian, would make possible
the salvage of part of a dead animal's value without endangering human or animal health.
(Written approval by the State Veterinarian must be attached).
aMass Mortality Plan
Mass mortality plans are required for farms covered by an NPDES permit. These plans are
also recommended for all animal operations. This plan outlines farm -specific mortality man-
agement methods to be used for mass mortality. The NCDA&CS Veterinary Division sup-
ports a variety of emergency mortality disposal options; contact the Division for guidance.
• A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated
when numbers of dead animals exceed normal mortality rates as specified by the State
Veterinarian.
• Burial must be done in accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance.
• Mass burial sites are subject to additional permit conditions (refer to facility's animal
waste management system permit).
• In the event of imminent threat of a disease emergency, the State Veterinarian may enact
additional temporary procedures or measures for disposal according to G.S. 106-399.4.
•
Signature of F m Owner/Manager Date
AtElt
Signature of Technical Specialist Date

3/25/2019
6600 Taylors Bridge Hwy - Google Maps
Go gie Maps 6600 Taylors Bridge Hwy
Imagery ©2019 Google, Map data ©2019 Google 200 ft
hops://www.googie orn/maps/piaee/6600}Taylors+Bridge}Hwy,+Clinton,+NC4-28328/@34.8772623, 78.269i'S35;584m/data=13m111e314m513m4?1s0... 1/1

Nutrient Management Plan For Animal Waste Utilization
07-22-2007
This plan has been prepared for:
Craven Register
Craven Register
1040 Williamson Road
Clinton, NC 28328
[phone]
This plan has been developed by:
Greer Moore
Clear Run Farms Consulting Services
PO Box 338
Harrells, NC 28444
(910)/4'2
532-449933
P/F1
Developer 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 m this nutrient management plan which includes an animal
waste utilization plan for the farm named above. I have read and understand the
Required Specifications concerning animal waste management that are included with
this plan.
Signature (owner)
Date
Signature (manager or producer) Date
This plan meets the minimum standards and specifications of the U.S. Department of
Agriculture - Natural Resources Conservation Service or the standard of practices
adopted by the Soil and Water Conservation Commission.
Plan Approved By: 7)1-' 7 ;I) -t„7
Technical Specialist Signature Date
710822
Database Version 3.1 Date Printed: 07-22-2007 Cover Page 1

Nutrients applied in accordance with this plan will be supplied from the
following source(s):
Commercial Fertilizer is not included in this plan.
S7
Broadcast
Incorporated
Injected
Irrigated
Year 1
Year 2
Swine Feeder -Finish Lagoon Liquid waste generated 2,669,760 gals/year
by a 2,880 animal Swine Finishing Lagoon Liquid operation. This
production facility has waste storage capacities of approximately 180 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Actual PAN Applied
(Pounds)
8,965.56
9,279.90
6149
10560
11630
6684
Actual Volume Applied
(Gallons)
3,581,214
3,706,774
Volume Surplus/Deficit
(Gallons)
-911,454
-1,037,014
Note: In source ID, S means standard source, U means user defined source.
710822 Database Version 3.1 Date Printed: 07-22-2007 Source Page 1 of 1

The Waste Utilization table shown below sumrnarizes the waste utilization plan for this operation. This plan provides an estimate of the number of acres of
cropland needed to use the nutrients being produced. The plan requires consideration of the realistic yields of the crops to be grown, their nutrient requirements,
and proper timing of applications to maximize nutrient uptake.
This table provides an estimate of the amount of nitrogen required by the crop being grown and an estimate of the nitrogen amount being supplied by manure
other by-products, commercial fertilizer and residual from previous crops. An estimate of the quantity of solid and liquid waste that will be applied on each field
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
Source
Tract Field ID
r
060
7060
7060
7060
7060
7060
7060
7000
1
2
2
3A
3A
3B
3B
RC
RC
1
S7
S7
S7
S7
s7
S7
S7
S7
S7
57
Soil Series
Norfolk
Norfolk
Norfolk
Norfolk
Norfolk
Norfolk
Norfolk
Norfolk
Norfolk
Norfolk
Total
Acres
4.34
4.34
6.77
6.77
6,91
6.91
2.28
2.28
16.12
16.12
Use.
Acres
4.34
4.34
6.77
6,77
6.91
6.91
2.28
2.28
12.09
12.09
Crop
Small Grain Overseed
Hybrid Bermudagrass Hay
Small Grain Overseed
Hybrid Bermudagrass Hay
Small Grain Overseed
Hybrid Bermudagrass Pasture
Small Grain Overseed
Hybrid Bermudagrass Pasture
Corn, Grain
Wheat, Grain
Notes: 1. In the tract column, . symbol means leased, otherwise, owned.
Year 1
RYE
1.0 Tons
6.5 Tons
1.0 Tons
6.5 Tons
1.0 Tons
6.5 Tons
1.0 Tons
6.5 Tons
115 bu.
60 bu,
Applic.
Period
10/1-3/31
3/1-9/30
10/1-3/31
3/1-9/30
10/1.3/31
3/1-9/30
10/1-3/31
3/1-9/30
2/15-6/30
9/1-4/30
Nitrogen
PA
Nutrient
Req'd
(lbs/A)
Comm.
Fert.
Nutrient
Applied
(lbs/A)
Res,
(lbs/A)
50
*325
50
*325
50
*244
50
*244
131
125
0
0
0
0
0
0
0
0
0
0
2. Symbol * means user entered data.
0
0
0
0
0
0
0
0
20
0
Applic.
Method
Irrig.
Irrig.
Irrig.
Irrig,
Irrig.
Irrig.
Irrig.
Irrlg,
Irrig.
brig,
Manure
PA
Nutrient
Applied
(lbs/A)
Liquid
IUtanureA
pplied
(acre)
Solid Liquid
Manure Manure
Applied Applied
(acre) (Field)
Solid
Manure
Applied
(Field)
50
325
50
325
50
244
50
244
111
63
1000
gal/A
19,97
129.82
19.97
129.82
Tons 1000 gals
0.00 86.60
0.00' 562.89
0.00 135.25
0,00: 879.13
19.97 0,00 138.05
97.46
19.97
97.46
44.34
24.97
0.00 673.67
0,00 45,54
0,00 222.22
0.00 536,05
0,00 301,83
Total Applied, 1000 gallons 3,581,21
Total Produced, 1000 gallons 2,669.76
Balance, 1000 gallons -911,45
Total Applied, tons
Total Produced, tons
Balance, tons
tons
0.01
0,01
0.01
0,01
0,01
0.01
0,01
0,01
0.01
0.01
0.01
0.01
0,01
71Or,l
Database Version 3.1
Date Printed: 7/22/20`"
WUT Page 1 ')

Waste Utilization Table Year 2
Tract
7060
7060
7060
7060
7060
7060
7060
7060
7060
7060
Field
1
1
2
2
3A
3A
3B
3B
RC
RC
Source
ID
Soil Series
S7 Norfolk
S7
S7
57
S7
S7
S7
S7
S7
S7
Norfolk
Norfolk
Norfolk
Norfolk
Norfolk
Norfolk
Norfolk
Norfolk
Norfolk
Total
Acres
Use.
Acres
4.34 4.34
4.34
6.77
6.77
6.91
6.91
2.28
2.28
16.12
16.12
4.34
6.77
6.77
6.91
6.91
Crop
Small Grain Overseed
Hybrid Bermudagrass Hay
Small Grain Overseed
RYE
Applic.
Period
1.0 Tons 10/1-3/31
6,5 Tons
1.0 Tons
3/1-9/30
10/1-3/31
Mogen Comm Res.
PA Felt, (lbs/A)
Nutrient Nutrient
Req'd Applied
(lbs/A) (lbs/A)
50
*325
50
0
0
0
0
0
0
Applic,
Mettod
brig.
Irrig.
brig.
Manure Liquid Solid
PA ManureA Manure
Nutrient pplied Applied
Applied (acre) (acre)
(lbs/A)
Liquid
Manure
Applied
(Field)
ISo1id
Manure
Applied
(Field)
50
325
50
1000
gal/A
19.97
129,82
19.97
Tons
0.00
0.00
0,00
1000 gals
86.60
562.89
135,25
tons
0.01
0.01
0,01
Hybrid Bermudagrass Hay
Small Grain Overseed
Hybrid Bermudagrass Pasture
2.28 Small Grain Overseed
2.28
12,09
12.09
Hybrid Bermudagrass Pasture
Wheat, Grain
Soybeans, Manured, Double Crop
6.5 Tons
3/1-9/30
*325
0
0
Irrig,
325
129.82
0.00
879.13
0,01
1.0 Tons
6.5 Tons
1.0 Tons
6.5 Tons
60 bu,
35 bu.
10/1-3/31
3/1-9/30
10/1-3/31
3/1-9/30
9/1-4/30
4/1-9/15
50
*244
50
*244
125
137
0
0
0
0
0
0
0
0
0
0
0
0
Irrig,
Irrig.
Irrig.
Irrig.
brig.
Irrig.
50
244
50
244
63
137
19.97
97.46
19.97
97,46
24.97
54.72
0.00
0,00
0.00
0.00
0.00
0,00
Total Applied, 1000 gallons
Total Produced, 1000 gallons
Balance, 1000 gallons
Notes: 1. In the tract column, - symbol means leased, otherwise, owned. 2. Symbol * means user entered data.
Total Applied, tons
Total Produced, tons
Balance, tons
138,05
673,67
45.54
222.22
301.83
661.61
3,706.77
2,669,76
-1,037.01
0.01
0.01
0.01
0,01
0,01
0,01
0.01
0.01
0.01
710P Database Version 3.1
Date Printed: 7/22/2P'' - ,} WUT Page 2 "2

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 pondis_equal to zero.
Available storage capacity should be greater than or equal to zero and less than or equal to the design
storage capacity of the facility. If the available storage capacity is greater than the design storage
c : city, 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 watt' utilization plan is inconsistent with the structure's temporary storage capacity.
;available Waste Storaee Capacity
-Source Name
Start Date
Swine Feeder -Finish Lagoon Liquid
9/1
Plan Year Month
2
1 3
1 4
Design storage Capacity (Days)
180
Available Storage Capacity (Days) *
67
59
86
103
1 5
1 6
119
155
1 7
1 8
180
180
1 9
180
1 10
168
1 11
157
1 12
145
2 1
128
2 2
114
2 3
134
2 4
162
2 5
180
2 6
180
2 7
180
2 8
180
2 9
180
2 10
160
2 11
141
2 12
121
* Available Storage Capacity is calculated as of the end of each month.
710822 Database Version 3.1 Date Printed: 07-22-2007 Capacity Page 1 of 1

The following Lagoon Sludge Nitrogen Utilization table provides an estimate of the number of acres needed for
sludge utilization for the indicated accumulation period. These estimates are based on average nitrogen
concentrations for each source, the number of animals in the facility and the plant available nitrogen application
rates shown in the second column.
Lagoon sludge contains nutrients and organic matter remaining after treatment and application of the effluent. At
clean out, this material must be utilized for crop production and applied at agronomic rates. In most cases, the
priority nutrient is nitrogen but other nutrients including phosphorous, copper and zinc can also be limiting. Since
nutrient levels are generally very high, application of sludge must be carefully applied.
Sites must first be evaluated for their suitability for sludge application. Ideally, effluent spray fields should not be
used for sludge application. If this is not possible, care should be taken not to load effluent application fields with
high amounts of copper and zinc so that additional effluent cannot be applied. On sites vulnerable to surface water
moving to streams and lakes, phosphorous is a concern. Soils containing very high phosphorous levels may also
be a concern.
oon Sludge Nitrogen Utilization Table
Crop
Maximum
PA-N Rate
lb/ac
Maximum Sludge
Application Rate
1000 gal/ac
Minimum Acres
Minimum Acres
Minimum Acres
15 Years Accumulation
5 Years Accumulation
10 Years Accumulation
Swine Feeder -Finish Lagoon Sludge - Standard
com 120 bu
150
13.16
36.10
7221
108.31
Hay 6 ton R.Y.E.
300
2632
18.05
36.10
54.16
Soybean 40 bu
160
14.04
33.85
67.70
101.55 a
710822 Database Version 3.1 Date Printed`_ 07-22-2007 Sludge Page 1 of 1

The Irri : tion Application Facts for each field in this plan are shown in the following table. Infiltration rate varies
with soils. If applying waste nutrients through an irrigation system, you must apply at a rate that will not result in
runoff. This table provides the maximum application rate per hour that may be applied to each field selected to
receive wastewater. It also lists the maximum application amount that each field may receive in any one application
event.
Irrigation Application Factors.
Tract
Field
Soil Series
Application Rate
(inches/hour)
Application Amount
(inches)
7060
1
Norfolk
0.50
1.0
7060
2
Norfolk
0.50
1.0
7060
3A
Norfolk
0.50
1.0
7060
3B
Norfolk
0.50
1.0
7060
RC
Norfolk
0.50
1.0
'71 nO"1 1
71..�..1....... �T......:.... 1 1 T..a.. n.. ..F...7 ,71101 !1 llV7
TA1: D...... 1 ..F 1

The table shown below provides a summary ofthe 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
Tract
7060
7060
Field
2
Total
Acres
4.34
6.77
lJ seable
Acres
4.34
Leaching
Index (LI)
11•-
6.77
N/A
N/A
Norfolk
Norfolk
Soil Series
Crop Sequence
Small Grain Overseed
Hybrid Bermudagrass Hay
Small Grain Overseed
RYE
1.0 Tons
6.5 Tons
1.0 Tons
7060
3A
6.91
6.91
1
N/A
Norfolk
Hybrid Beimudegrass Hay
Small Gram Overseed
Hybrid Bermudagrass Pasture
6.5 Tons
1.0 Tons
6.5 Tons
7060
3B
2.28
22$
N/A
Norfolk
7060
RC
16.12
12.09
N/A
Norfolk
ti
Small Grain Overseed
Hybrid Bermudagrass Pasture
1.0 Tons
6.5 Tons
Corn, Grain
Wheat, Gram
115 bu.
60 bu.
Soybeans, Manured, Double Crop
35 bu.
PLAN TOTALS:
36.42 32.39
LI
Potential Leaching
Technical Guidance
< 2
Low potential to contribute to soluble
nutrient leaching below the mot zone.
None
>= 2
r 10
Moderate potential to contrroute to
soluble nutrient leaching below the root
zone.
Nutrient Management (590) should be planned.
> 10
High potential to contribute to soluble
nutrient leaching below the root zone.
N utrient Management (590) should be planned. Other ovation practices that
;tr. prove the soils available water holding capacity and improve nutrient use efficiency
should be coaidered. Examples are Cover Crops (340) to scavenge nutrients, Sod -Based
Rotations (328), Long -Term No Till (778), and edge -of -field practices such as Filter
Strips (393) and Riparian Forest Buffers (391).
'71
rl9fahnco V irm Z 1 TUrto Peinh-d 11771111117

Required Specifications For Animal Waste Management
1. Annual 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).
710822 Database Version 3.1 Date Printed: 7/22/2007 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.
710822 Database Version 3.1 Date Printed: 7/22/2007 Specification Page 2

15. Annual 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.
710822 Database Version 3.1 Date Printed: 7/22/2007 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 oft 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.
710822 Database Version 3.1 Date Printed: 7/22/2007 Specification Page 4

Crop Notes
The following crop note applies to field(s): RC
Corn: CP, Mineral Soil, medium leaching
In the Coastal Plain, corn is normally planted when soil temperatures reach 52 to 55 degrees fahrenheit.
Review the Official Variety "green book" and information from private companies to select a high
yielding variety with the characteristics needed for your area and conditions. Plant 1-2" deep. Plant
populations should be determined by the hybrid being planted. Increase the seeding rate by 10% when
planting no -till. Phosphorus and potassium recommended by a soil test can be broadcast or banded at
planting. When planting early in cool, wet soil, banded phosphorus will be more available to the young
plants. An accepted practice is to apply 20-30 lbs/acre N and 20-30 lbs/acre phosphorus banded as a
starter and one-half the remaining N behind the planter. The rest of the N should be applied about 30-40
days after emergence. The total amount ofN is dependent on soil type. When including -a starter in the
fertilizer program, the recommended potassium and any additional phosphorus is normally broadcast at
planting. Plant samples can be analyzed during the growing season to monitor the overall nutrient status
of the corn. Timely management of weeds and insects are essential for corn production.
The following crop note applies to field(s): 1, 2
Bermudagrass Coastal Plain, 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 yearsunder good growing
conditions_ Tifton 44 spreads slowly, so use at least 40 bu/ac in 1.5' to 2' rows spaced 1' to 1.5' in row.
For broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime, phosphorus,
potassium and micronutrients to apply preplant and for annual maintenance. Apply 60 to 100 lb/ac N in
the establishment year in split applications in April and July. For established stands apply 180 to 240
lb/ac N annually in split applications, usually in April and following the first and second hay cuts.
Reduce N. rates by 25%.for grazing. Refer to-NCSU Technical Bulletin 305 Production and. Utilization
of Pastures and Forages in North Carolina for more information or consult your regional agronomist or
extension agent for assistance.
710822 Database Version 31 Date Printed: 07-22-2007 Crop Note Page 1 of 3

The following crop note applies to field(s): 1, 2, 3A, 3B
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 forapplicable
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
iye at 1-1 1/2 bushels/acre. Plant all these small grains at 1-1 1/2" deep. Adequate depth control is
essential. Review the NCSU Official Variety "green book" and information from private companies to
select a high yielding variety with the characteristics needed for your area and conditions. Apply no more
than 30 lbs/acre N at planting. Phosphorus and potash recommended by a soil test can also be applied at
this time: The. remaining N should be applied during the months of February -March.
The following crop note applies to field(s): 3A, 3B
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 yearsundergood growing
conditions. Tifton 44 spreads slowly, so use at least 40 bu/ac in 1.5' to 2' rows spaced 1' to 1.5' in row.
For broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime, phosphorus,
potassium and micronutrients to apply preplant and for annual maintenance Apply 60 to 100 lb/ac N in
the establishment year in split applications in April and July. For established stands apply 180 to 240
lb/ac N annually in split applications, usually in April and following the first and second hay cuts.
Reduce N rates by 25%-for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization
of Pastures and Forages in North Carolina for more information or consult your regional agronomist or
extension agent for assistance.
710822 Database Version 3.1 Date Printed: 07-22-2007 Crop Note Page 2 of 3

The following crop note applies to field(s): RC
Wheat: Coastal Plain, Mineral Soil, medium leachable
In the Coastal Plain, wheat should be planted from October 20-November 25. Plant 22 seed/drill row foot
at 1-1 1/2" deep and increase the seeding rate by 5% for each week seeding is delayed beyond the
optimum time. See the seeding rates table for applicable seeding rate modifications in the current NCSU
"Small Grain Production Guide". Also, increase the initial seeding rate by at least 10% when planting
no -till. Adequate depth control when planting the wheat is essential. Review the NCSU Official Variety
"green book" and information from private companies to select a high yielding variety with the
characteristics needed for your area and conditions. Apply no more than 30 lbs/acre N at planting.
Phosphorus and potash recommended by a soil test report can also be applied at this time. The remaining
N should be applied during the months of February -March. The total N isdependent on the soil type.
Plant samples can be analyzed during the growing season to monitor the nutrient status of the wheat.
Timely management of diseases, insects and weeds are essential for profitable wheat production.
The following crop note applies to field(s): RC
Double -Crop Soybeans, Coastal Plain: Mineral soil, medium leachable
Double -crop soybeans should be planted as early in June as possible with planting completed by July 4th.
When no -tilling soybeans in small grain straw, it is essential to manage the straw to achieve adequate;
plant populations. Review the NCSU Official Variety "green book" and information from private
companies to select a high yielding variety with the characteristics needed for your area and conditions.
Plant 2-4 seed/row foot for 7-8" drills; 4-6 seed/row foot for 15" rows; 6-8 seed/row foot for 30" rows
and 8-10 seed/row foot for 36" rows. Increase the seeding rate by at least 10% for no -till planting.
Seeding depth should be 1-1 1/2" and adequate depth control is essential. Phosphorus and potash
recommended for the soybeans can be applied to the wheat in the Fall. Soybeans produce their own
nitrogen and are normally grown without additions of nitrogen. However, applications of 20-30 lbs/acre
N are sometimes made at planting to promote early growth and. vigor. Tissue samples can be analyzed.
during the growing season to monitor the overall nutrient status of the soybeans. Timely management of
weeds and insects is essential for profitable double crop soybean production.
710822 Database Version 3.1 Date Printed: 07-22-2007 Crop Note Page 3 of 3

Swine Farm Waste Management Odor Control Checklist
Source
Farmstead
Cause
• Swine prodal:lion
Animal body surfaces
Flour sm faces
• Dirty manure -covered animals
Wet maolure-covered flours
t`IJniire collection pits • Urine;
• Partial microbial decomposition
/ HMI's to Minimize f)dur
C
_.t/ Vegetative or wooded buffers;
Lad/ 1U:cantmenticd best ratan agcmcnl practices;
fvi Good judgment and common sense
I�
%Dty floors
.Slotted floors;
Site Specific Practices
Waterers located over slotted floors;
dI Feeders at high end orsolid floors;
pie Scrape manure buildup from floors;
Cl. Underfloor ventilation for drying
Frequent mantirc removal by flush, pit recharge,
or scrape;
El Underfloor ventilation
Veniil,iiiun exhaust funs • Volatile gases;
1)iisl
!!iI,1 maintenance;
Efficient air movement
Indoor surfaces
• Dust
Flush woks
Mush alleys
• Agitation of recycled lagoon
liiluitl wliile tanks are filling
• Agitidioiu during wastewater
coovcy;uicu
t ' Washrlown between groups of uiiinial5;
El Feed additives;
0 Aufer covers;
Pf Feed delivery downspout exicrulcrs to feeder
covers
0 Flush Bunk covers;
Cl 13xlcnd fill lines to near bottom of lads with
anti-silohon vents
•Untleff4or,flusli with anderlloor vetalilalinu
I'it iecl:ari;c paints
Lill stations•
• Agitation or recycled lagoon
liquid while pits are filling
• Agitation during sump uaak,
tilling and dr i vdown
0 Extend recharge lilacs to near boitonn pits
with anti -siphon vests
C1 Sinop trunk covers
Outside drain collection • Agitation during wastewater
Ur jiiietii►i1 boxes
conveyance
0 Ilex covers
/A
IV A
MAW: - 1 ;caber 11, 1796, Page 3

Source Cause HMI's to Minimize Odor Site Specific Practices
Er
Gxtend discharge point of pipes tuldcrncath
lagoon liquid level
End of drainpipes al
lagoon
• Agitation during wastewater
conveyance
Lagoon surfaces
• Volatile gas emissions;
• Biological mixing;
• Agitation
Irrigation sprinkler
nudes
• I ligh pressure agitation;
• Wind drift
E---KProper lagoon liquid capacity;
greet lagoon startup procedures;
l ointurn surface area -to -volume ratio;
t.3 Minimum agitation when.putnping;
© Mechanical aeration;
n Proven biological additives
t"l •igalc on dry days with little or no wintl;
l=}' Minimum recommended operating pressure;
Pump intake near lagoon liquid surface;
Cl I'untp from second -stage lagoon
Slurauc lank or basin
surrata;
• Partial microbial decomposition;
• Mixing while tilling;
• Agitation when emptying
0
CI
Cl
C
Settling basin surface • Partial microbial decomposition; C)
• Mixing while filling;
• Agitation when emptying CI
!Aniline, slurry or sludge • Agitation when spreading;
spreader outlets • Volatile gas emissions
n
n
Bottom or midlevel loading;
Tank covers;
Basin surface mats of solids;
Proven biological additives or oxidants
Extend drainpipe outlets underneath liquid
level;
Remove settled solids regularly
Soil injection of slurry/sludges;
Wash'residual manioc from spreader after use;
Proven biological additives or oxidants
Uncovered manure, • Volatile gas emissions +vhile
slurry or sludge on field drying
sin faces
f3 Soil injection ofslurry/shldgcs
I7 Soil incorporation within <I8 hrs.;
Gl Spread in thin uniform layers for rapid drying;
C:i Proven biological additives or oxidants
i/A
Dead aniutills
• Carcass decomposition
f:I Proper disposition olcarcasses
Nth
Dn:ul:uiiuuil diSpusal
pill
• Carcass deCo111pt1Sitit)tl
• Incomplete combustion
'joint. 11, 1996, Page 4
O Complete covering of carcasses in burial Ails;
CI Proper location/construction of disposal pits
CI Secondary slack burners
C'& c rr r -\ (19- `"

SOUrcc
Standing water around
facilities
Manure tracked onto
public roads Iiam farm
access
Cause
• Improper drainage;
• Microbial decomposition n,f
organic matter
C7,1'Grade and landscape suck heat water drains
away from facilities
IIMI's In Minimize Odor
• Poorly maintained access roads
CI Faun access road maintenance
Additional Information :
Swine Manure Management ; 0200 ltulc/IMP Packet
Stiviac Production Farm Potential Odor Sources and Remedies ; FAME fact Sheet
Swine Production Facility Manure Management: Pit Rccllargc - Lagoon Treatment ; IiI3AI"s 128-88
Swine Production Facility Manure Management; Underfloor Flush - Lagoon Treatment ; HAP. 129-88
Lagoon I)csign and Management for Livestock Manure Trcalmcnl and Storage ; El3A1 103-83
Calibration of Manure and Wastewater Application Equipment ; EIJAIi Fact Sleet
Controlling Odors from Swine Buildings ; PIII.33
Environmental Assurance Program ; NPI'C Manual
f)ptiuns for Managing Odor ; a report front Ile Swine Odor Task Force
Nuisance Concerns in Animal Manure Management: Odors and Flies ; PItO107, 1995 Conference Proceedings
Site Specific Practices
Available From :
NCSII, County !Extension Cenlcr
NCSIJ - BAH
NCSII - BAH
NCSII-
NCSII - I1AIi
NCSII -IIAIi
NCSII - Swine Extension
NC Pork Producers Assoc
NCSII Agri Comninnications
Florida Cooperative Extension
Antra: - Iduv leer I I, 1996, Page 5

0
0
.Source
Mortality Management Methods
(check which method(s) are bcin�! implemented)
Burial three feet beneath the surface of the ground within 2-1 hours after
knowledge of the death. The burial must be at least 300 feet from any flowinn
stream or public body of water.
Rendering at a rendering plant licensee.] under G.S. 106-163.7
Complete incineration
In the case of dcad poultry only, placing in a disposal pit of a size and'dcsian
approved by the Department of Agriculture
Any method which in the professional opinion of the State Veterinarian would
make possible the salvage of part of a dead animal's value without endangering
human or animal health. (Written approval of the State Veterinarian must be
attached)
Insect Control Checklist for Animal Operations
rouse 11M1's to Control Insects
Flush Gutters • Accumulation ufsolids
Lagoons and 1'i►s • Crusted Solids
Excessive Vegetative • Decoying; vegetation
tAmeth
Liquid Systems
systcut is designed rind operated
sufficiently to remove accumulated solids from
Amoy':
us designed.
AQ 1" Itmova bridging of accumulated solids i►l
,discharge
["1
Maiuurin lagoons, settling; basins and pits wlicre
pest breeding is apparent to minimize the
crusting; ofsolids In a depth ciao more than 6 -
11 incites over more Ihan 30% o f suncacc.
OF-FMaiutain vegetative control along; pinks of
lagoons and other impoundments to prevent
acctunnlalinu of decaying; veg elativc matter
along; ►valer's edge on impoundmcnl's perimeter.
Site Specific Practices
06,1) c r Ld ar- L 8_ s

Insect Control Checklist for Animal Operations
Source Cause BMPs to Control Insects Site Specific Practices
Liquid Systems
Flush gutters • Accumulation of solids Flush system is designed and operated sufficiently
to remove accumulated solids from gutters as
designed
© Remove bridging of accumulated solids at
scharge
Lagoons and pits + Crusted solids (Maintain lagoons, settling basins and pits where
pest breeding is apparent to minimize the crusting
of solids to a depth of no more than 6 to 8 inches
over more than 30 percent of surface
Excessive vegetative • Decaying vegetation
growth
Maintain vegetative control along banks of
lagoons and other impoundments to prevent
accumulation of decaying vegetative matter along
water 's edge on impoundment's perimeter,
Dry Systems .
Feeders • Feed spillage C] Design, operate, and maintain feed systems
(e,g., bunkers and troughs) to minimize the
accumulation of decaying wastage
Ci Clean up spillage on a routine basis (e.g., 7- to 10-
day interval during summer; 15- to 30-day interval
during winter)
AMIC - November 11, 1996, page 1

Insect Control Checklist for Animal Operations
Source Cause BMPs to Control Insects Site Specific Practices
Feed storage • Accumulations of feed 1 J Reduce moisture accumulation within and around
residues immediate perimeter of feed storage areas by
ensuring drainage is away from site and/or providing
adequate containment (e.g., covered bin for
brewer 's grain and similar high moisture grain
products)
O Inspect for and remove or break up accumulated
solids in filter strips around feed storage as needed
Animal holding areas • Accumulations of 'animal C7 Eliminate low areas that trap moisture along fences
wastes and feed wastage and other locations where waste accumulates and
disturbance by animals is minimal
© Maintain fence rows and filter strips around animal
holding areas to minimize accumulations of wastes
(Le., inspect for and remove or break up
accumulated solids as needed)
Dry manure handling • Accumulations of animal © Remove spillage on a routine basis (e.g.,
systems wastes 7- to 10-day interval during summer; 15- to 30-day
interval during winter) where manure is loaded for
land application or disposal
D Provide for adequate drainage around manure
stockpiles
D Inspect for and remove or break up accumulated
wastes in filter strips around stockpiles and manure
handlin= areas as needed
For more information contact:
Cooperative Extension Service, Department of Entomology, Box 7613, North Carolina State University, Raleigh, NC 27695-7613.
AMIC - November 11, 1996, page 2

EMERGENCY ACTION PLAN
PHONE 1MM RS
DIN(DIN()flr 11
EMERGENCY MANAGEMENT SYSTEM
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.
I. 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.
e. Stop all flows to the lagoon immediately.
d. Call a pumping contractor.
e. Make sure no surface water is entering lagoon.
B. Runoff from waste application field —actions include:
a. Immediately stop waste application.
b. Create a temporary diversion to contain waste.
c. Incorporate waste to reduce runoff.
d. Evaluate and eliminate the reason(s) that caused the runoff.
e. Evaluate the application rates for the fields where runoff occurred.
C. Leakage from the waste pipes and sprinklers —actions include:
a. Stop recycle pump
b. Stop irrigation pump.
c. Close valves to eliminate further discharge.
d. Repair all leaks prior to restarting pumps.
D. Leakage from flush systems, houses, solid separators —actions include:
a. Stop recycle pump.
b. Stop irrigation pump.
c. Make sure no siphon occurs.
d. Stop all flows in the house, flush systems, or solid separators.
1 December 18S. 1996

e. Repair all leaks prior to restarting pumps.
E. Leakage from base or sidetwall of lagoon. Often this is seepage as opposed to
flowing leaks —possible actions:
a. Dig a small sump or ditch away from the einbankment to catch all seepage,
put in a submersible pump, and pump back to lagoon.
b. If holes are caused by burrowing animals, trap or remove animals and fill
holes and compact with a clay type soil.
c. Have a professional evaluate the condition of the side walls and lagoon
bottom as soon as possible.
2. Assess the extent of the spill and note any obvious damages.
a. Did the waste reach any surface waters?
b. Approximately how much was released and for what duration?
c. Any damage noted, such as employee injury, fish kills, or -property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
f. Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger (either on or off of the property)?
h. How much reached surface waters?
3. Contact appropriate agencies.
A. During normal business hours, call your DWQ (Division of Water Quality)
regional office; Phone lite`Pii. After hours, emergency number: 1-800-858-0368.
Your phone call should include: your name, facility, telephone number, the details
of the incident from item 2 above, the exact location of the facility, the location or
direction -of movement of the spill, weather and wind conditions, the corrective
measures that have been undertaken, and the seriousness of the situation.
b. If spill leaves the property or enters surface waters, call local EMS phone number-
c. instruct EMS to contact local Health Department.
d. Contact CES, phone number , local SWCD office phone number
and local NRCS office for advice/technical assistance; phone number
4. If none of the above works call 911 or the Sheriff's Department and explain 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 minimize off -site
damage.
a. Contractor's Name: V, V5-c- �;, L $
b. Contractor's Address:
c. Contractor's Phone:
2 December 18. 1996

6. Contact the technical specialist who certified the Lagoon (NRCS, Consulting
Engineer, etc.)
a. Name:
b. Phone:
7. Implement procedures as advised by DWQ and technical assistance agencies to
rectify the damage, repair the system, and reassess the waste management plan to
keep problems with release of wastes from happening again.
3 December 18. 1996

OP 4TION &. I N Ea Ar'ti CE PLAN
lagoon liquid riana,�ie it should be a year-round priority. It is eso=any
iicrportLt to mznage levels so that you do not have problems during extend ram, and
wct c 0as_
Mxnium =rage C2paCity should be available in the Ia oon for periods wpm the.
Cup is dorminr (such 2S wint..--tulle for be.' muri,c,-ass) or wnea t et z
ret
- esaeaded rainy spells such as- the d hide storm sou in the stun s This in=is
.ibat at: the: nrsc,cirrric of plaits T owt h in the i-r— want e .iy s ling, won t
2 fair l . w ste cement plan should be done whenever the land is dry enoi to
red: ive lagoon liouid. This E make storage spec available in the laeoaa forfa[rii'ewet
periods- Iu ti2 . lira soli lrneiea~v the lagoon should. be pumped down to below
Tr r F- - (sue = i 24) to allow for winter storage- Every a ort should bemat eto
Ins the lagoon close *a the . =T ;T timnum liquid level. as -long 2S. the weatherancl was
utiuT-rinTn• ply willallow it
Ws h g LLT"iri ono lagoon has re2:r. ins maximum- storage r 1--ty before a g to
irrrf7-r.2` does not Leave room fur morlag exams w2I I aUi pig ide wet tferiods_
Ove`iow �= the lazoon for any ....son exc. ut a 2 Year f=-honr storm is a viola -dart
s"tatr law axle:.subject- io ity c 'i of
The rout n.e --"`�...:ance of a lazcon. involves the Poll w" g:
a _
- pin ce of a cover for the c.�=_
esc•!e or common bermudagi zre the most coinmon veg
coves. The veze a on should be iim-rie2r_h yer, if-ne�de L u
-!s" vigorous stand_ The amount of fe ff'-era molted should be
ca*ei o�nra soils but in the event thmr it S not pac 21 to- ooti`
a soils test each R��.�-'-, the lagoon a nbs,-, cr _ .
should be -�"S++!iM ' with �� �C S'�IirC!IIn�n._ G:
should a- -800 pounds Der ace of 10-I040, or
�ri¢nr,
.ra and tarts on the eratimient must be coo ile& This nray be
done by mowing £::.a4,= , ar ea, chopping, or a corbin ion of
these Dr cdces. This should be done at leas once a year and
po ale twice in y.; that weather conditions are favocable for
h ivy veg rani-' +e• y• +�ri tit.
NOT If vegoa is controlled by so23,ing, the herbicide inu.sr. not beaJlowed to e
zl-
tblagoon w r Such chertic;s could harm the bacteria ;a in the boon that me tearing
the wa te.
isdainteaza tispe. ons of the oe..e Goon should be rriarie truing the initiI ffing of
the lagoon a:nd z l::st monthly and a jor ;� t-1I and s-tt«rr eves T
eh , %► sho}uld is dude, as a •mini u-t, toe following
- ' ttr Inlet pees, R clang pipes, and Ove how pi
? .. se oration of foul- ts RECBVED
. acl-s or br im
- a"^13m Lion of G 1-tS' orrailli."".c is. o /
4. ovejj condition of Dives n (�

Lagoon shook fir:
I. and ie vege thre growth
2. floating or lodged debris
Embankment —look for
I- cent,, fig, or s" holes
7 side slopestability--sliimus or bulges
3. wet or dattp aieas on the hci slope
moos .on dim to Mr1, of vegetation or as a resultof wave
_ Tod= rrigf-
La- je_ i Goons may be Sabi to Fine r'nniace din to v: a_var-tian ra:egg by
'winds Tg wa-inzain e thttlagOali sidewails, thereby weakening- thelnotur dam
A goon d o! veg_.,tion will reduce the potential, damage t-rezi by wave If
wave aim causes serious to aiaggoon sdew ll, Wife in- the-laoo rmav be
used to rreh-frt-thewaYe ice_
Any of these fear= could lmd to erosion and wealoening, of the clam_ If yom-1 oa ti has
any of the.: ides, you should =II an atproprim expertnWith(Wan t an
coon of waste lagoons_ you may r�
� y provide a t:rnrozny -Mc if the ~ :s z tip
of a waste€*T c -tie. Haver, a .ez nett solution should be reviewed by te
tedui „ Any (fin a lgoon wfth hem wrtiumait is as of
under`• w 3ot riAl
v =ions consequences and should not be cond�� nni---s
r=oru -ended by an WprDvn2I ty'3r{s 1 expert.
Tzand=- P s--czefr for tr€3r operation of:
I rm-yci?rt� s
inpupa's
t --r- for k, loose fie-s, :mad overall pump o on An unusually loud or Odin;
sari. , oz a large amount of vibration, may indicate that the pump is in need or -- ar
replacement
NOM t' .isg syswns should be iasoected. and o d.f iuentiy enough so you.
are not completely istt:uid' by rnet f2iitme. You should peaum yolk -pumping
system : r : -;rn at a time Ia= your lagoon is at its low level_ 'This will allow sow
safety tie*: mould for u i be required_ Having aneatly full lam is notthethne
to think about switching, repainng , or borrowingpumps-Probably, i y_aurl�aais fall,
s ya ane rbOr&s � t is also. You should r d - - �an of
parts of ems_
Suet=.. ce water ti v nfmtne= ate ra ' " to .. +Y
mitt-
d gewat s (suth as =,.-ittf2ll runoff roof draitta.ge, gutter
and lot runoff) away from your lagoon and other waste
tt-eanent or storage samocures_ The only water that sliould_be
comingL-omyom-lagoon is that which comes c,iisa yourfla£hing
(washing) sysmm pipes and the i III the hits the lam di
You should inso= your diversion sys=1 for the following:
I. tide.,.-�:atr-veg ton
2- divenion capacity
3. zidze be ut height

Practice warm- cons,..-�varion--minimize building water usage and
spillage from leJng waterers, broken pipes and washdown through
proper maintenance and water conservation_
Minimize feed wastage and saiTT2ge by g feeders adjusted. 'This
keeping
will reduce the amount of solids entering the lagoon
Maintain lagoon lig dd level betwe= the permanent stomp level and
the full temporary =rage level_
Ptari visible make or stakes on the lagoon bank to show the
minimum liquid level and the maximum liquid lever (Figure 2-I).
StartiTrium,g at the earliest possible dae in the spzing based on
nuffient recuirements and soil moistre so rlrtt'temporary storage
will be 1112XiMiZ, for the sunmei thunderstorm won..
it_gate in the i summer/early fall to provide m. zxmt lagoon
''
storage for the wint
• The =aation ucuin :eel should never be close. th , 1 foot to the lowest
voiint of the daT, or erabanImient.
Bo not pump the ia_aoon liquid level lower tar lie Immanent sroza e
level unless you are roving sludge. _
1-,=te float DU D :rues appromately 18 inches undemeath the limdd
ce and as fa away from the drainpipe Lai= as 1)ossible.
mveat additions of e. g ninr5tials, long- ernnmed forage or-vn'
molded few, plant e s -Tin.ses, or other fore.:i xna:'�^ s into the lazoon. .
Frequently remove solids from c rri: basins w end of crinfripment honsm or
wherever they are ins -ail nd_
Maintain s-ict veg an, rodent, and varmint coQI near lagoon edem
Do not allow or lie bushes to grow on lagoon dam or embanktismt.
_Remove sludge rom the lagoon either when the sludge storage canacity is
full or before it fils 50 percent of the perrnane:it storage volume.
If animal production is to be termini, the owner is reuonsible for
obmitning and implementing a closure plan to e i F ^zzat� the possiorlity or a.
pollutant discharge_
Sludge Removal:
Rate oflagoon sludge buildup mn be Luc by:

proper lagoon Siang,
merhaiucai solids s argon of Rushed waste,
gravity settling orfflushed waste solids in an apniopliately
minimizing feed was -age and basin, or
'vas-'- spillage.
Lgoaatf nudge that is removed annually rather than stored long terra will:
have mare nu ears,
. have more odor, and
require more land to properly use the nutri=rS
Removal teciimaues:
• Eire a custom armor.
ix the sludge and lagoon liquid with a choucte: a_ tutor impeller
pump through large -bore sprinkler iazgation system onto ne-hy cops ;
and soil incorrorate.
fD water the upper p of lagoon by i 1_garon onto nearby outland or
or elan; i*..: tea ai rrr sludge: Dump into cuid sivage 1:ca —
_.r onto cropland vp i.. - c'�ix p.....s,�tt:
1 or iO.rG '_ �• rC3� and s�?�' �^�E}%7orcw_
lilt a r e r
. • of lagoon by Lim a o onto nearby Y•n
o a nand. d ed a ti=nee from lagoon .with d aaiie �ar e berm
anarm beside lagoon. to receive the siudgeside 1n b'
into ��rJou; allow SiLiCgp ro Qei�i^ a+- 1 so that �IQiACs can drain back
ate , hail:- and Sp_reacj with manure
onto cropland or ooraae.and; and soil incorpo.,—
Regardie of the method, you :num have the sludge eria_
conC�IISZiA.e.a^r.5 just as Yoti F your lagoon-� rua.L•.,►.:t�rc'1;�7.��' i� �irr.S'�.,,
t inn and....= metal. valYou
u « e ; water. The sludge wl contain damre t
nurcie by thesenil c thliquid. The apnlicatjon of -the t'Ze siud_ge to fields ' be
Vie- _ *trient as well as � tlrevious waste apali ions to titer feid
Waste app;ica on tares will be discussed in detailin Chap= 3.
When removing sludge, you taus: also pay Pitention to the finerto _
attention by the uunw or -line operator will ensure the theprevent pGrr Claw
intact. If you se-- soil material or the synthetic t being -
liner should
stun the a�vity i3Tlrri�t�cP�� material h.R:ng disiurroei, you should
iy and not resume until you are sure that the sludge can be
removes without Toter injury. 'Etc liner is a T
possible. _L must be repaired as S
Mudge removed from the lagoon has a much higher phosphorus and_ h
than elan& B�.` cruse of this it snood probablybelaheavy metal contentis
and mem+ levels, as Inch by a soil -A �t7iJtie<I to �czZd with low pnE}spitorus
erosion_ Note that if the sludge ispest, and incur L•orar=;: to rz um the chance of
should be -plied o� r" ge atone i to fields with ve x ' • 'z h sal � phosph it
y �s eatial to the crop removal of phosphorus. As with o
its, always have your lagoon sludge analyzed for in nut r e z value_
The at liter on of sludge will inc - the amount of
Extra pr-•-.�.`t:.do:t should be use to observenor at the �m appii�ira;
could nc -ease the coneneighbors. the wind dire.' --don and other conditions which

Identified problems should be core zed ni on try_ It is axivisable to insbe: t your system
during ar immediately following a heavy rain_ If technical assistance zs ne-dP4 to
riP* --time proper solutions, consult with 2pprcprare. expets.
You should r....ord the level of the lagoon just prior to whoa rain is predicted,
rerord. the level again 4 to 6 hours after the rain (assumes there and that
eve you art T t es tii....,;. is no pumping). This will
. y idea of how much yam-12_01= level will rice With a grain rainfall (you must also be recording your i of ll for this to work). Knowing �iQIIIIL
pi inn a Wtion 4plicadons and Storage. If youra should you
ae iII
Ya lagoon iis..s e , you y
have an inflow problem from a sue= wad tilvcsioii ar the May be
��oon ftoru the stu ounding 1 nt 5 2g_ ro tit..
Lagoon
Startup_
I. Immediately aftz construction establish a complete sod cover on bare sail
sures to avoid =siom
Fill new moon d=ia treatment volume at least half fall of yea= before
waste loading bps, wing care not to erode lining or bank slocw.
Drainuibes into the lagoon should have a flexible pine extender on the
end of the pipe to discharge nea: the bottom of the lagoon dm-yig
filling or another of slowing the incoming water to avoid eosion of
the lining.
When possible, be loading newthe �� �•�•�•.•+� 1+ lagoons ?n i.ria.. raring to Ti3n1'r-"7Y.+
pact_. ush eat (due to warmer weather).
It is r=omm=derl that a new lagoon be sue^ with sludge from a
h�Y
working swine l in the amount of 0.25 percent of the fullazoon
?.*Quid volume. This seeding should occur at i =si: two w pi rw ffie
addition of wa,
6. Maintain a pedodie check on the lagoon liquid
7.0, add pH- If the � f�1;S Mowicultn aal lime at the rase of 1 pound er 1000 cubic feet of
lagoon liquid volume until the p$ rises above 7.0. Optimum lagoon liquid
pE is between 7.5 and 8.0.
A
J a dda color; lack of bubbling, and excessive odor risn1S inadequateKcal activity. Consultation with a technimi spwia1ist is rec
ifthese conditions s om-ur for ai ...tiG
proton ed periods, e �...'Ju�I"Zes ecially dunntg the wain
season.
I,aagg:
The more fur.^.tly and r% *iariv that vraste
lagoon will �.�-zcioa_ F 'mot-- is added to a l�t�n, the betr� die
Flush sysmms far wash waste into the lagoon Sev=al times deity are
optimum for r- net. Pit recharge systems, in which one or more br ikffrMS are n
and_recharged esoh day, also work weft_

Possible Causes of "Again Failure
Lagoon "flizes -zesult in the viaste of ffiaunts inn-InriF leakageor si_ a from Types
dam. g construction, the OV111 - � � jjj yffor, and breach of ensuring structure �
minty`II=1S which may lend to 1a -27-fteres meIud
Modification of the lagoon a It le is them of $
pioe
in the dam without Foom- ciau¢ construction. Pmc* expert
hi
lagoon design bed plating any pipes in •)
12goon lid leveret Ievels.are a saie�y risk.
• Failure to inst ect and maintain the dam.
Excess sura flowing into the lagoon_
r ' in k-wotect ikon' iris: pine scorning, damage during ge
emovaI, or Icwrl,:td from lowering lager Rapid level below rr
table. OiIII c:..
NOTE' 7-lam water is allowed to overtop the dam, the mOVIBg'Wsii SOf1u cause gullies to form in the dam_- Once this l :s.a je art it earl q'Lickli cause
of wasrev. and possible dam ! 21a ,..she

Wettable Acres Determination Certification
Name of Facility: tier . 5 ke r r --
Owner(s) Name: Re. - Phone No:
Mailing Addtcss: i 04 0 tx.Y. W., o.
Facility Number: D-- - t 3
Bysigning this form, the facility owner and Technical Specialist acknowledge the completion of i
Wettable Acres Determination. Ali necessary] Wettable Acre Determination Fick. Data Sheets and
calculations were completed to conduct a Wettable Acre Determination. The facility's Walt
Utilization Plan has-been amended as necessary to -reflect actual wetted acreage. A copy of all
wo-ksheets, calculations, and other Wettable Acres Determination, documents, along with lac
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 _equired to
adequately address the waste management reeds of this facility, an ;riigation Specialist or
Professional Engineer has certified the design and installation below.
Owner Name: l r1 , C'� . N r'i� t•:
Owner Signature: r 44 e
Date: h —/_5 --6e)
Technical Specialist Name:
Technical Specialist Signature: Date:
If assisted by an Irrigation Specialist or Professional Engineer please read and sign_ below:
-.minimal waste application equipment Itas 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: KM'
Irrigation Specialist/PE Signature:
fSI
Date: / a i l a �Q
WADC —7/99
1 Submit this forth to:
Attn: Sonya Avant
Non -Discharge Compliance Unit
Division of Water Quality
1617 Mail Service Center
Raleigh, NC 2769946.t7

Sheets
IRRIGATION SYSTEM DESIGNER
Name: Kraig Westerbeek
Company: Private
Address: 1635 W. Wards Bridge Rd. Warsaw, NC 28458
Phone: [phone]
Required Documentation
The following details of design and materials must accompany all irrigation designs:
1. A scale drawing of the proposed irrigation system which includes hydrant locations, pipelines, thrust block locations and buffer areas where applicable.
2. Assumptions and computations for determining total dynamic head and horsepower requirements.
3. Computations used to determine all mainline and lateral pipe sizes.
4. Sources and/or calculations used for determining application rates.
5. Computations used to determine the size of thrust blocks and illustrations of all thrust block configurations required in the system
6. Manufacturer's specifications for the irrigation pump, traveler and sprinkler(s).
7. Manufacturers specifications for the Irrigation pipe and/or USDA-NRCS standard for IRRIGATION WATER CONVEYANCE.
8. The information required by this form are the minimum requirements. It is the responsibility of the designer to consider all relevant factors at a particular site and
address them as appropriate.
9. Irrigation pipes should not be installed in lagoon or storage pond embankments without the approval of the designer.
NOTE: A buffer strip of 25' or wider must be maintained, between the limits of the irrigation system and all
perennial streams and surface waters per NC Statutes.

Sheet6
Narrative of Irrigation System Operation
This design is for the use of Nelson 100 Part circle guns with .65" ring nozzles operated at 60psi gun
pressure for all hydrants. Fields 1,2 as shown in the design are considered existing fields, therefore, have
there acreage calculated by 'wetted' acre standards. Fields 3A,3B are considered new fields and
are calculated based on effective wetted acres. No buffers fall into areas covered in spray fields.
Grower should carefully note operation times and degree of arc angle for all hydrants. Operation time based
on .5" of application. There will be times when .75" or 1.0" can be irrigated, when soil conditions are
extremely dry. For .75", multiply operation time shown in the design by 1.5, for 1.0", multiply by 2.

Sheet?
CALCULATIONS
I I
Sprinkler Specifications 1
I
Sprinkler Type:'
Nelson 100
Nozzle Size:
0.65
inches
Sprinkler Pressure:
60
psi
Flowrate(GPM):
96
gpm
Wetted Diameter.
250
feet
Spi tl*iler Spacings
1
I
Desired Spacing (%):
65
%
Design Spacing(feet):
162.5
*PVC irrigation
pipe normally
comes in 20' pieces,
i
so round to
the nearest
multiple of 20.
Actual Spacing (feet):
160
feet
I
Actual Spacing (%):, 64
%
i
�
I I
Application Rate
I
Application Rate = (96.3xFtowrate)/sprinkter spacing
squared
'
Design App. Rate = 0.36
in/hr
1 --I
Run Time per Set ;
i
1
1
Run time per set = Desired application / Design application rate = hours
1
Desired app. (in.) =I 0.51 inches
I
Run time per set =1 1.38
hours
I
Mainline Velocity
1
Velocity = .408 x Ftowrate 1 pipe diameter squared
feet/sec.**
**For buried pipelines, velocity should be below 5 feet per second
Pipe size: 4
inches
# Sprinklers Oper.: 1
Velocity= 2.45
ft/sec.
Maximum Lateral Line Entrance Velocity
I 1 1
Pipe size: I 41 inches
# Sprinklers Oper.:' 1
I Velocity = 2.448I ft/sec.
Page 1

Sheet7
Maximum Mainline Friction Loss
1
Lateral Used: (hydrant 231
Total distance:1 22101 feet
Friction Loss is figured using Hazen/iNilliam's Equation
i
Friction Loss= 0.53 feet1100 feet
1 1
Max. Mainline Loss = 11.8
1 feet or
5.1
psi
Maximum Lateral Line Loss
(
Lateral line friction loss is determined using the assumption that 3/4 of the Friction Loss
occurs in the first 1/3 of the lateral line
1
1
Total. Lateral Length: na 1 feet
1
# sprinklers on Lat.:
Frict. Loss at 1/3 lat.
na
feet
Max. Lateral Loss:
na
feet or
na
psi
Total Dynamic Heat!
1
j Sprinkler Pressure:
60
psi
I Lateral Line Loss:
na
psi
Elevation head:
2.2
psi
Mainline Toss:
5.11psi
Suction head and lift:
2.1
psi
5% fitting loss:
3.5
psi
TOTAL(TDH) =
72.9
psi or
168.4
feet
1
Horsepower Required
Horsepower = Flowrate x TDH(feet) / 3960 / Pump effeciency
1 1 I
Pump Description: (Berkeley B1.5TPm
Pump Efficiency: l 74
%
1 I
Horsepower Req'd:1 5.5
Hp
i
Page 2

Sheet7
Thrust Blocking
i 1 f 1
Thrust Block Area = Thrust / Soil Bearing Strength
1
i Thrust
1200 1 feet 1
Soil Bearing Strength:
1200 feet
End Cap: 1.0! ft2
90 degree elbow:
1.41 ft2
Tee:
0.7
ft2
45 degree elbow:
0.81ft2
Pipe Pressure Rating Check
1
Pressure Rating of Pipe to be Used:
160
psi
Max. Pressure on system when running:
72.9
psi
70% of Pressure Rating:1 112
psi
If Max. Pressure on system is less than 70% of Pressure Rating, OK
Net Positive Suction Head Check
1
NPSHA:1 21
NPSHR:'
11
*from pump curve
j
—
1
] if NPSHA>NPSHR, OK
Page 3

Sheet4
TABLE 4 - Irrigation System Specifications
Traveling
Solid Set
Irrigation Gun
Irrigation
Flow Rate of Sprinkler (gpm)
96
Operating Pressure at Pump (psi)
72.9
Design Precipitation Rate (in/hr)
0.36
Hose Length (feet)
)000000CX
Type of Speed Compensation
XX000000X
Pump Type (PTO, Engine, Electric)
Electric
Pump Power Requirement (hp)
5.5
TABLE 5 - Thrust Block Specifications
THRUST BLOCK
LOCATION
AREA (sq. ft.)
90 degree bend
1.41
Dead End _
1.00
Tee
0.70
Gate Valve
1.00
45 degree bend
0.76
Pagee.1.

Sheetl
IRRIGATION SYSTEM DESIGN PARAMETERS
Landowner/Operator Name: Register Farm - Fac.# 82-213
Address: 1040 Williamson Rd.
Clinton, NC 28328
Telephone:
Table 1 - Field Specifications
Field
Number
Approximate
Maximum
Useable Size
of Field
(acres)
Soil Type Slope %
Crops
Maximum
Application
Rate
in/hr�
County: Sampson
Date: 12/12/00
Maximum
Application
per Irrigation
Cycle
(inches]
Comments
1
4.336
NoA
<5
Bermuda
0.5
.5-1
Hydrants 1-8
2
6.772
NoA
<5
Bermuda
0.5
.5-1
Hydrants 9-19
3A
6.342
_NoA
<5
Row Crops
0.5
.5-1
Hydrants 20-31
3B
2.28
NoA
<5
Bermuda
0.5
.5-1
Hydrants 32-35

Sheet3
TABLE 3 - Solid Set Irrigation Gun Settings
Make, Model and Type of Equipment
Operating Parameters
Wetted Hydrant Spacing(ft) Application Nozzle Operating Operating
Diameter Along Between Rate Diameter Pressure Time
field No. Hydrant No (feet) Pipelines Pipelines {in/hr) (inches) at Gun(psi) at Hydrant(hr.
Comments -Acres per zone
1
1
250
160
160
0.72
r 0.65
60
0.69
50 0.53
2
250
160
160
0,56
0.65
60
0.89
30 t,,►�. - 0.51
3
250
160
160
0.5
0.65
60
1
k{S rviw -• 0.45
4
250
160
160
0.48
0.65
60
1.04
A 6 n <' 0.35
5
250
160
160
0.62
0.65
60
0.81
30 40.4_ - 0.41
6-8
250
160
160
0.36
0.65
60
1.38
0.70
2
9
250
160
160
0.36
0.65
60
1.38
0.68
10
250
160
160
0.59
0.65
60
0.85
1)0 ,,,,A,,;,.- 0.41
11
250
160
160
0.36
0,65
60
1.38
0.68
12
250
160
160
0.36
0.65
60
1.38
0 _.,� « 0.59
13
250
160
160
0.54
0,65
60
0.93
b... 0.45
14
250
160
160
0.36
0.65
60
1.38
0.68
15
250
160
160
0.36
0.65
60
1.38
0.59
16
250
160
160
0.36
0.65
60
1.38
0.68
17-19
250
160
160
0.36
0.65
60
1.38
0.68
3A
20-24
250
160
160
0.36
0.65
60
1.38
0.57
25
250
160
160
0.36
0.65
60
1.38
0,59
26
250
160
160
0.36
0.65
60
1.38
0.59
27
250
160
160
0.36
0.65
60
1.38
0.57
28
250
160
160
0.36
0.65
60
1.38
0.57
29
250
160
160
0.36
0.65
60
1.38
0.59
30
250
160
160
0.36
0.65
60
1.38
0.59
31
250
160
160
0.36
0.65
60
1.38
0.57
3B
32-35
250
160
160
0.36
0.65
60
1.38
0.57
TOTAL =
20.30

)perator:Craven Register County: Sampson
Distance to nearest residence (other than owner):
1.
STEADY STATE LIVE WEIGHT
O sows (farrow to finish)
O sows (farrow to feeder)
2880 head (finishing only)
O sows (farrow to wean)
O head (wean to feeder)
TOTAL STEADY STATE LIVE WEIGHT (SSLW)
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
49177 ki6
Date: 11/23/92
MOO
0.0 feet
x
x
x
x
x
1417
522
135
433
30
lbs.
lbs.
lbs.
lbs.
lbs.
0 lbs
0 lbs
388800 lbs
0 lbs
o lbs
388800 lbs
Volume = 388800 lbs. SSLW x Treatment Volume(CF)/ib. SSLW
Treatment Volume(CF)/lb. SSLW=
W
Volume = 388800 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet ; "Owner requests no sludge storage.
Sludge will be removed as needed.
TOTAL DESIGN VOLUME
Inside top length 275.0 feet ; Inside top
Top of dike at elevation 48.4 feet
Freeboard 1.a feet ; Side slopes 3.0 :
Total design lag liquid level at elevation
Bottom of lagoon elevation 36.9 feet
Seasonal high water table elevation 40.0 f
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH
267.8
3.0 3.0 3.0 3.0
AREA OF TOP
LENGTH * WIDTH --
267.8 267.8
AREA OF BOTTOM
LENGTH * WIDTH =
206.0 206.0
AREA OF MIDSECTION
LENGTH * WIDTH * 4
236.9 236.9
CU. FT. = [AREA TOP
71716.8
eet
width 275.0 feet
1 (Inside lagoon)
47.2 feet
-0- 7-5-
WIDTH DEPT
267.8 10.3
71716.8 (AREA OF TOP)
42436.0 (AREA OF BOTTOM)
224486.4 (AREA
+ (4*AREA MIDSECTION)
224486.4
OF MIDSECTION * 4)
+ AREA BOTTOM] * DEPTH/E
1,
42436.0
VOLUME OF LAGOON AT TOTAL DESIGN LIQUID LEVEL =
581331 CU. FT

5D. Volume of 25 year - 24 hour storm
Volume = 7.5 inches / 12 inches per foot * DA
Volume = 47265.6 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 94947 cubic feet
5B. 0 cubic feet
5C. 44115 cubic feet
5D. 47266 cubic feet
TOTAL 186328 cubic feet
SUMMARY
Total required volume
Total design volume avail.
575128 cubic feet
581331 cubic feet
Min. req. treatment volume plus sludge accumulation 388800 cubic fE
At elev. 44.3 feet ; Volume is 386572 cubic feet (end pumping)
Total design volume less 25yr-24hr storm is 534065 cubic feet
At elev. 46.5 feet ; Volume is 531912 cubic feet (start pumping
Seasonal high water table elevation
�
7. DESIGNED BY: Y% lrle-- APPROVED BY:
DATE: 1/- 3 " .. DATE: i// /9�
40.0 feet
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN

Lagoon (top of dike)
Length * Width =
275.0 275.0 75625.0 square feet
Buildings (roof and lot water)
Length * Width =
0.0 0.0 0.0 square feet
TOTAL DA 75625.0 square feet
Design temporary storage period to be 180 days.
EA. Volume of waste produced
Approximate daily production of manure in CF/LB SSLW 0.00136
Volume = •388800 Lbs. SSLW * CF of Waste/Lb./Day * 180 days
Volume = 94947 cubic feet
Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume =
0.0 gallons/day * 180 days storage/7.48 gallons
per CF
Volume = 0.0 cubic feet
Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall
Volume = 7.0 in * DA / 12-inches per foot
Volume = 44114.6 cubic feet
7.0 inches
5D. Volume of 25 year - 24 hour storm

SEEDING RECOMMENDATIONS
AREA TO BE SEEDED: 4.0 ACRES
USE THE SEED MIXTURE INDICATED:
240 LBS. FESCUE GRASS @ 60 LBS./ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 15 TO NOVEMBER 30
O LBS. 'PENSACOLA' BAHIA GRASS @ 60 LBS./ACRE
(SEE FOOTNOTE NO. 1)
SEEDING DATES: MARCH 15 TO JUNE 30
O LBS. HULLED BERMUDA GRASS @ 8 LBS./AC.
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
120 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:
4000 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE)
8 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
400 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.

SC S. ENG-53II
Rev. 5-70
U. S. DEPARTMENT OF AURteut Wit
SOIL CONSERVATION SERVICE
SOIL INVESTIGATION TO DETERMINE SUITABILITY OF PROPOSED POND SITE
FARMERS NAME . --T-: 1`i ' i 5 5� - DISTRICT fr cr
,
DATE / %! /5/ .z., cowry
S. Co S. PHOTO SHEET. NO. WORK UNIT ,.
WATERSHED AREA MEASUREMENTS
CROPLAND ACRES PASTURE ACRES
17-5
..r
.. rrh-,--1 6-)—
WOODLAND ACRES TOTAL ACRES
POND CLASS
WORK UNIT CONSERVATIONIST
_ _.
SKETCH OF PROPOSED POND SHOWING WHERE BORINGS WERE MADE (Approx scale 1"= feet)
Locale reference point -en center line of don and identity art stretch.
-
T
'r
+�
C
�
7
i
'
1
V
r
.-.
1
SHOW
DEPTH
SCALE
Make pad fist
/Continued on
L
BORING NUMBER AND PROFILE
darn -site and spillway borings first- then panda area and barrow pit borings - separate with ceratosl not fine.
bark where necessary) Show water tableelevationsan dam-sitr borings.
L
L1)
2
h 3
4 ,
�5
S
7
8
9
1�r10
11
12
13
14
, 15
1S
1 17
18
i9
20
21
22
23
0-i
SI''I
coiso)
j
. 3
SI"i
5i
5111
►
f
s
1
5.5
G
sc
F
e
fil
f
A
IA
s'
lc
S
Ir
W8334_
19 MADE Y '- i, e SIGNATURE i lrni
- - • ..1

SCS-ENG-538
Rev. 5-70
U. 5. DEPARTMEty I OF AtiRICUL twit
SOIL CONSERVATION SERVICE
SOIL INVESTIGATION TO DETERMINE SUITABILITY OF PROPOSED POND SITE
FARMER'S NAME fST L DISTRICT ....SyrniasoP
DATE 7" 2 5 — / 2. COUNTY
S. C. S. PHOTO SHEET NO WORK UNIT C'L f IV4 Ai
WATERSHED AREA MEASUREMENTS
CROPLAND ACRES PASTURE ACRES
WOODLAND ACRES TOTAL ACRES
I S
WORK
UNIT CONSERVATIONIST
SKETCH OF PROPOSED POND SHOWING WHERE BORINGS WERE MADE (Approx. scale 1" = feet)
Locate reference point In center line of dam and identify on sketch.
M
MINI
1111111W
■■■■■■■�
■■■■■■
.
■■
■■
■■
■■■
-
fmim
n■■■■■—■■■■
1
■■
i■■■■■■■■
irnuiiiiii.iui
■■
SHOW
Make and list darn -site
BORING NUMBER AND PROFILE
and spilheay borings first - then
DEPTH
SCALE
(Continued
on back
ponded area and borrow pit borings - separate with vertical red line.
where necessary) Show water table elevations on dam -site borings.
imam
`
4
5
7
8
9
; 10
11
12
13
14
15
16
17
18
' 19
20
21
22
23
I
t`.,:
_ _
1
-:
ra
c :
Siii
i
i
--
4
-
I
I
F
��
7-A
Vic-
5cJ
_
9-/5
,c,
.Sc.
��
-
""y
I
BORINGS MADE BYASFALI-eSIGNATURE & TrrLE nh7lrs[i
t? r" ►L___

OPERATION AND MAINTENANCE PLAN
This lagoon is designed for wastetreatment with minimum odor
control. The time required for the planned fluid level to be
reached may vary due to soil conditions,flushing operations, and
the amount of fresh water added to the system.
Land application of waste water is recognized as an acceptable
method of disposal. Methods of application include solid set,
center pivot, guns, and traveling gun irrigation. Care should be
taken when applying waste to prevent runoff from the field or damage
to crops.
The following items are to be carried out:
1. It is strongly recommended that the treatment lagoon be pre -
charged to 1/2 its capacity to prevent excessive odors during
start-up. Pre -charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids should be
covered with effluent at all times.
2. The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see Attachment B)
before land application.
3. Begin pump -out of the lagoon when fluid level reaches eleva-
tion 46.5 as marked by permanent markers. Stop pump -out when
the fluid level reaches elevation 44.3 or before fluid depth is
less than 6 feet deep (this prevents the loss of favorable
bacteria) .
4. The recommended maximum amount to apply per irrigation is
one (1) inch and the recommended maximum application rate is 0.4
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 surface runoff is to be diverted from the lagoon to stable
outlets.
8. The Clean Water Act of 1977 prohibits the discharge of
pollutants into waters of the United States. The Department of
Environment, Health, and Natural Resources, Division of Environ-
mental Management, has the responsibility for enforcing this law.

SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
Clearing:
All 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 (1)
inch in diameter shall be removed to a minimum depth of one (1)
foot. Satisfactory disposition will be made of all debris. The
foundation area shall be loosened thoroughly before placement of
embankment material.
Cut-off Trench:
A cut-off trench (when specified) shall be installed as shown in
the plans.
Construction:
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 not be placed
in standing water and reasonable compaction of the fills 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 unsuitable material are encountered, they will need to
be excavated a minimum of one (1) foot below grade and backfilled and
compacted with a suitable material (ie-CL,SC,CH). Refer to the soils
investigation information in the plans for special considerations.
Precautions should be taken during construction to prevent excessive
erosion and sedimentation.
Vegetation:
All exposed embankment and other bare constructed areas shall be
seeded to the planned type of vegetation as soon as possible after
construction.

Confinrnent Building
Pit
TYPICAL VIEW OF A ONE -STAGE LAGOON SYSTEM
Top Width
Pipe (Needs to be adequately
supported)
1.1
Bottom $levetion 436.,
TREATMENT
LAGOON
Depth = /d•�3
Settled Top Elevation
4e1.
SS
fit

USDA -SOIL CONERVATI3W SERVICE
303-D EAST ROWAN STREE� UNITED STATES
CLINTON, NORTH CAROLINA 2832O DEPARTMENT OF
*uxMuLiuRE
-- --_----------_-_---_-_--_---------------______--_------
oR/xvEm 0nEszsTER --------
RT. 2, BOX 136A
CLINTON, NC 2SM0
DEAR MR. REGISTE0
p|easefind attached Form SCS-CPA-026 and SCS-CPA-026A continuation sheet (
needed)
,for the p
You rev'teu to ASCS when you compieted a Highly Erodib
Land nd/e�e,'ietaou Conservation Cert�f�cation. Wetland dcterminat|
',`op n wooded areas and �r.�.umbered fie�ds. "Fore c|earion may
a/ter/oSese areas ;or any use, contact ASCG an3 compte a nen8�, drai»i»S
�e Failure to th u» s» c»u!d result 'n |oss of a/i |u|/�t w Form AD-102
the |a»u you farm. Each field has a symbvo| on yi�»' U�DA benef�ts for a
t Classification. The following symbols app!y tyoufam:wh�cb represents /
W - Wetlands--c!earnjm8, draining or a1terioS th
ovss/b(e the p/antin3 of a commo�ity crop will result
conversion which would make you ine|i8in wetla»d
P'oSrams~ ib/e for most USDA
PC - Prior Converted Wetlands --can be cropped and by the wet/and copsarvat|on provisions as 1ona'e »»� affected
»»tabandoned (not cropped for 5 8 as the field is
CW - Converted Wet/ands--areas of hy�rsuccessi«e ye�rs3.
cropping history between 1��1 'c soils that d» not have a
December 23' 1/�85' �row|na a-1"'�uoa»d/«r were converted since
Will result in a |oss of USDA
ually Planted crops on this land
was crupPed between 1981-1985 Pr»Sram be»ef�ts~ If t� his ]and
CWNA with ASCS to remain e!iSib|e ' You must eytabljsh a crop h�st
- C»n��e'ted Wetlana_-mon-NonUSDA program bene��i�' ory
Nov, �8, 1�90 for `�u'a� use-Wetiands c -'
be reviewed an �:o»-aSricultura/ purposes,These converted after
a8ricu/tu | »ua |y and ��/| lose the�� e ese tracts ui||
NW - Not We1i ra activ�tY fai!s or land b :emPti»n if the non-
N - Not Wet�a»d--areas that do not co�t�iec»mes io|e'
UN - Uri Numb unm--«r-- Hi8h/y Erodible u»d.
ered
We have
made every
feel
thed
er� effort to make this
det
app�a/ must e eterminationcct'e'm/»a�i»» as fair as P055/b/e ��t � have been i-co.^' ~~''�/»8 �»d must state th '~" :ave the r�Sht �o ' `
receipt o� this
n/sr'ect/y determ/oed. The appeal
reaa»»s why you be/iev appeal- ThE
- "�xerm/nat�oo. must be made w/'the Your fields
/n 45 days of
~
Attachments
,CC g ASK
S/ncere/
'
"yard L. /u's'n
u
Districtconservationist

us u.A.
Soil.CgeettrOation Service
SCS-CPA-026
(June 91)
5421 regier
HIGHLY ERODIBLE LAND AND WETLAND
CONSERVATION DETERMINATION
1. Name and Address of Person
4. Name of USDA Agency or Person Requesting Determination
AS CS
Craven L Register
Rt. 2, Box 136 A
Clinton, NC 28328
5. Farm No. and Tract No.
SECTION I - HIGHLY ERODIBLE LAND
6. Is soil survey now available for making a highly erodible land determination? Yes s[r No
7. Are there highly erodible soil map units on this farm? Yes Q No Q/
8. List highly erodible fields that, according to ASCS records, were used to produce an
crop year during 1981-1985. agricultural commodity in any
9. List highly erodible fields that have been or will be converted for the production of agricultural commadiges and,
acc orrMng to ASCS records, were not used for this purpose in any crop year during 1981-1985: and were not
enrolled in a USDA set -aside or diversion program.
10. This Hignly Erodible Land determination was cornplr_led in the: Office Er Field ❑
SECTION 8 - WETLAND
11. Are there hydric soils on this farm? Yes Er- No ❑
12. Wetlands (W), including abandoned wetlands, or Farmed Wetlands (FW) or Farmed Wetlands Pasture
Wetlands may be farmed under natural conditions. Farmed Wetlands and F (FWe).
farmed and maintained hi the satirearmed Wetlands pasture maybe
meted. rflart>:Er as TfieY were MOT to December 251. t985, as king as they are not
2. Date of Request
L 7/31/92
la County
Sampson
T 7060
FIELD NO.(s)
TOTAL ACRES
13. Prior Converted Cropland (Pc) Wetlands that were converted — — —
drainage, and alterationof prior converted� � � 23,1985. The use, management
the area reverts to wetland as a result of abandonment (PC) are not subject to the wetland conservationunlessons
14. Artificial Wetlands (AW). Artirmilai wetlands =hates
to the wetland irrigation -induced wetlands. These are not fittjeta
• ratidmn Provisions.
1C.
C iM Minimal
Effect
e 4Wetly (MM. These Wetlands are to be according to. the minim
determination was made. sign
16. lemon Wetlamis (MIYW). Wetlands on whic—person actively
converted between December 23,1985 and November 28.1990 mitigating a frequently d area a wetland
17. Restoration with violation (RVW-year). A restored weland that
_ November 28,1990, or the planting of an agricultural was r ge crop. as a result of cbrtvgglon after
18. Restoration Without Violation (RSW). A restored or fprage
November 28, f 990, en which an "m convenedbetween_ �� 1985 a�
19.acement agricultural commodity has not been planted_
Wetlands (RPW). Wetlands which are tc0
where the wind Values are being rid at a seCQndiN Site.
for P11 es other than to increase production,
20. Good Faith Wetlands
wetland has been restored. (GFVV+year) Wetlands on which ASCS has determined a violation to be in
21• Converted Wetlands good faith and the
(CW)• We(iat converted after December 23, teas and
22. year that an arri ultural c mmoarty is planted on these Converted Wetly, u will to ineligible
Or i DA In
Converted Wetland (CW� you will be ine' fblefor U any
P►o9rart benefits until (this. Wetlands converted after November � i Sr USDA benefits_
is r �t%mber 28,19�Jp. Yet! tNitl be ineligible for
� Converted We6arc
_ rC nberries, tort Arai use (CWNA). Wetlands that are
vineyards or builfno and mart n v,..e... .� convertedfor trees, fish Productlion shn
24. Convened Welland Technical
Enos (CWTE). Wetlands that Were ere converted as a muff dimmed
25. The
by SCS.
with FSAned alteration measures on wetlands in fields > r►almn
26. The - —�
I are considered
- - eoT will a�erahon measures on � eids — maintenance and are compliance �� - cause the area tome a Weiland
�
ce
- The wetland
28. Remarks. ' in the C (CM- See item film n amact� be
Mainten geld and Was delivered +Yeet and
if
FIELD NO.(s) TOTAL ACRES
29' C rJmt�7A r drt a"ziaaet ►scorrect' wad
eli
DA
e�fw,s
iot7s, � OfI ;JFy%r program efit,. eurddimi,alR'�•driccadWaltafrWillYiricneltr y�a_ed drarl F¢rmt�'es
AMU one and "wane Wale SaY Consernstica Etervine mega,* without nesard lamp%
d p
SCS copy
Mai
the
Persmt on
Dale
.A (A,M CX

WIll IONE JLAYY

` D HIGHLY' ERODIBLE LAND CONSERVATION (HELC) AND WETLAND
11) CONSERVATION (WC) CERTIFICATION
�• It 1�iame of Producer "
�r� � ` .
2. Identification Number S..Crop Year
' n� 1gga
4. Do the attached AD-1IrEs no
; list all your farmia in
SCS determinations? I € terests by county, and show current � - f 'No", contact your County ASCS Office before completing this form.guaranteed l. ' 5. Are you now applying for, or do you have a FmHA insured or = -
oam?
6. Do you have a crop insurance contract issued or reinsured by the Federal Crop
Insurance Corporation?
7. Are you a landlord on any farm listed on AD-1426A that will i- t be in compliance
HELC and WC provisions?with
,\
8. Has a HELC exern Ption been - — approved on any farms listed on AD-1026A because the
landlord refuses to comply?
9. - List here or attach a list of affiliated e p rsons W.g ipterests, See remise for an
exP k__ Enter "None", applicable.
If items 7 or 8 are answered "YES", circle the a li .0;-r
pp cable farm nurnbe n A©-1i326q -
Durf caber the crop year entered in item 3 above, or the term
of a requested USDA loan:
Will you plant or produce an agricultural commodity - - -
land determination has not been made? on for �`� a Ili
— -- -- _ _ l> y erodible
Will you plant or produce an a -- - ~- -- NV
on which planting was ce a agricultural commodity on any -
possible by land that is vore was a wet area
means after '_11985? . 'clr g'_ g, filling, or Ieveling tii ariyothe
2. Will you, or have.. . _.., `" _.
agricultural
You since November 28,1990, made ~
gricultural Commodity. or other Sint, er passible the planting of art
ving, modifying, br-
lllilititaiI�#�itt edging, f ilimg, leveling, or anymeans,y (a) or, Vetting w Do'
g, an existing drainage systemother or, (bipfoS'by. -
corisrm Will you
____ nil
:onvert any wet areas for fish r ~~~��
3p or 9ther non_ production, trees, vine
3ultl us yids, s '
. MO
} � shrubs, building
*answers to Items ��Y�" for an
y one of these items, kand
ngiceble bid.
'1Q,1 ,, 12, or 73 are. number on AD-10 date in item 14
to S 26A, or fist tract number in item 12 2 G -
{.:S for a determination_ pp NOT � AD-t�A A
sign in item 16 until SCS � try rem this - = n�" for all of determination i;, '�
t certify Mat tire abo these items or SCS determinations are �,
of and beffwf.
!welly
and f '1!
:,-..?..-
5.I�7'OSas � ErrteF��Y if '� ..... nvalion d/�1v�.4 -�W
#�Ci Sd a t7re
hYASCS) wee o+i is needed , F -. /-
ed in item 1fi; 11, .12. or 13.

rrl.OM.-10 x 10 to I INGI!
10011 1,114 MAVy

U. S. DEPARTMENT OF AGRIaJ uuRE
Soil Conservation Service
PLAN OF EXCAVATED WASTE STORAGE PIT
NAME: CR Alt/E Ai -F5C, TE
county:- S ? rrrp.5()
Address: CL! ►uro N1 N
r
rY
2-75 LEN&m
419. 4. AVE. TOP ELEV.
31, 5
II DE SLOPE LTO 1
YID SECTION
1
AVE. COTTON ELEV.
1
L ENGTM
(See back for volume calculations)
Use of facility: .51A4NE WASrE
Capacity: Gallons
Soil Type: (4/46,Leam
Bench Mark Description No,c I At. S Y o4 k T E E.
AT fi1 Roy . 57:4 4 04-4-7D
NC-ENG-40
Rev. 7/91
Date: I1-23-92
Ft3
Btfi ARX
Bottom Elev. 361
Normal Liquid Level Elev.
Storage for normal Precip. (+) Ft.
Maximum Liquid Level Elev. 4-7.2_
25 yr. Storm Storage (+) -el Ft.
Crest ESW Elev.
Max.Flow Depth (+) Ft.
Freeboard (+) 1 , z Ft.
Top of Dam Elev. 9 8. ¢
rt ct.v 50 .66

Attachment B.
Page 3 of 3
II. SAMPLE PREPARATION AND TRANSFER
A. Place sample into an expandable container that can be sealed. Rinse
residues from container with clean water but do not use disinfectants,
soaps, or treat inany other may.
B. Pack sample in ice, refrigerate, freeze, or transfer to lab quickly.
C. Hand -delivery is most reliable way of sample transfer.
D..If mailed, protect sample container with pPcking material such as
newspaper, box or package with wrapping paper, and tape.
E. Commercial sample containers and mailers are also available. Contacts:
i. A&L Eastern Agricultural Lab. Inc.
7621 Whitepine Road
Richmond. VA 23237
Ph: [phone]
ii. Fisher Scientific Co.
3315 Winton Road
Raleigh, NC 27604
Ph: [phone]
F. Private analytical labs- are available-,
Polyfoam Packers Corp.
2320 S. Foster Avenue
Wheeling, XL 60090
Ph: (312)398--0110_
iv. NASCO
901 Janesville Avenue
Fort Atkinson, WI 53538
Ph: [phone]
but sample analyses are.. costly.
C. The NCDA provides this service for North Carolina residents..
i. Address: North Carolina Department of Agriculture
Agronomic. Division Plant/Waste/Solution Advisory Section
Blue Ridge Road Center
P.O. Box 27647
Raleigh, NC 27611
Ph: [phone]
Attn: Dr. Ray Campbell
ii. Forward $4 along with the sample.
iii. Include the following identification information with sample:
a. Livestock species (dairy, swine, turkey, etc.)
b. Livestock usage (swine -nursery, finishing; turkey -breeders,
brooderhouse, grower, number flocks grown on litter; etc.)
c. Waste type (dairy -lot scraped manure, liquid slurry; swine -pit
slurry, lagoon liquid, sludge; broiler -house litter, stockpile
iv. Routine analyses performed on all samples: N. P, X. Ca, Mg. Na,
S, Fe, Ma, Zit, Cu, E
v. Additional analyses performed upon request: DN, Mo. Cd. Ni. Pb

U. S. Department of Agriculture
Soil Conservation Service
NC-ENG-34
September 1980
File Code: 210
HAZARD CLASSIFICATION DATA SHEET FOR DAMS
Landowner(l),, f G ,3reL County SfimpsOl
Community or Group No. Conservation Plan No.
Estimated Depth of Water to Top of Dam Ft. Length of Flood Pool Ft.
Date of Field Hazard Investigation
Evaluation by reach of flood. plain downstream to the point of estimated minor effect
from sudden dam failure.
Est. Elev. :Est. Elevation
. • Kind of :Improvements: of Breach
Reach: Length: Width: Slope: Land Use : Improvements : Above :Floodwater Above
.•
. Flood Plain: Flood Plain
: Ft. : Ft. : % .
1 : .•
Ft. Ft.
•
2
•
•
3 :
•
•
•
Describe potential for loss of life and damage to existing or probable future downstream
improvements from a sudden breach A SUDDEN FAILURE OF STRUCTURE WILL NOT
ENDANGER -LIFE OR DAMAGE PUBLIC TRANSPORTATION..
Tit I .f STY
. F1--k 15 5R .
Hazard. Classification of Dam (a, b, c) (see NEM-Part 520.21) c
Dam Classification (I, II, III, IV, V)
By 2.m/Iti G•As '5 c-T Date 9 - )-5 -9 2-
(name) (title)
Concurred By
name) (title)
NOTE: 1. Instructions on reverse side.
2. Attach additional sheets as needed.
Date ///z2/97---

�d e
Attachment B
Page 1 of 3
North Carolina Agricultural Extension Service
Agri -Waste Management
Biological and Agricultural Engineering North Carolina State University
LIVESTOCK HASTE SAMPLING, ANALYSIS. AND CALCULATION
or LAND AP:LIGATION BATES
James C. Barker*
I. SAMPLE COLLECTION
A. Semi -Solid Lot ire
i. Scraped directly from lot into spreader
a. From loaded spreader, collect about 2 lbs of manure from
different locationsusingnonmetallic collectors.
ii. From storage
a. Collect about 2 Ibs of manure from under the surface: crust
avoiding bedding -materials and using nonnetallic collectors.
B. liquid Manure Slurry
i. Under -slotted -floor pit
a. Extend a 1/22' noruaeral l i c
manure to pit floor.
conduit open on both ends into
b. Seal upper end of conduit (e.g., by planing a.thumb over end
of conduit) trapping manure that has entered lower end, remove
and empty slurry into plastic bucket or nonmetallic container.
c. Take subsamples from 5 or more locations or at least I quart.
d. Mix and add about 3/4 pint to nonmetallic sample container.
ii. Exterior storage basin or tank
a. Make sure manure has been well mixed with a liquid manure
chopper -agitator pump or propeller agitator.
b. Take subsaaples from about 5 pit locations, from agitator pump
ar froe manure spreader and place in a plastic bucket.
* Professor and Extension Specialist, Biological and Agricultural Engineering
Department, North Carolina State University. Raleigh, NC:

•
r
Attachment B
Page 2 of 3
II. SAMPLE PREPARATION AND TRANSFER
A. Place, sample into an expandable container that can be sealed. Rinse
residues from container with clean water but do not use disinfectants,
soaps, or treat in any other way.
B. Pack sample in ice, refrigerate, freeze, or transfer to lab. quickly.
C. Hand -delivery is most reliable way of sample transfer.
D..If nailed, protect sample conrainpr with packing material such as
newspaper, box or package with wrapping paper, and tape_
E. Commercial sample containers
and mailers
i. AS&L Eastern Agricultural Lab, Inc.
7621 Whitepine,load
Richmond, VA 23237
Ph: [phone]
ii. Fisher Scientific Co.
3315 Vinton Road
Raleigh, NC 27604
Ph: [phone]
are also available. Contacts:
Polyfoam Packers Corp.
' 2320 S. Foster Avenue
Wheeling, IL 60090
Ph: [phone]
iv. NASCO
901 Janesville Avenue
Fort Arbtneon, WI 53538
Ph: [phone]
F. Private analytical labs are available, but sample analyses are costly.
C. The NCDA provides this service for North Carolina residents.
i. Address: North Carolina Department of Agriculture
Agronomic Division -
Plant/Waste/Solution Advisory Section
Slue Ridge Road Center
P.O. Box 27647
Raleigh, NC 27611
Ph: [phone]
Attn: Dr. Ray Campbell
ii. Forward $4 along with the sample.
iii._Include the following identification information with sample:
a. Livestock species (dairy, swine, turkey, etc.)
b. Livestock usage (swine -nursery, finishing; turkey -breeders,
brooderhouse, grower, number flocks grown on litter; etc.)
c. Waste type (dairy -lot scraped manure, liquid slurry; swine -pit
slurry, lagoon liquid, sludge; broiler -house litter, stockpile
iv. Routine analyses performed -on -all samples: N. P. R, Ca, Mg, Na-,
S. Fe, Nn Zn, Cu. 8
v. Additional analyses performed upon request: DM, No, Cd. Ni. Pb

-U. S. OEPARTNERT OF AGRILTUR:
Soil Consorvatiart Service
MC-ERG-40
Rev. 7/91
PLAN OF EXCAVATED WASTE STORAGE PIT
NAME: CT34UE u 7eCi S rr
county: -Si flop soj?
Address: CL r NTH N,, Nt,
I
40. q.
215 LE!I$N
s1 of s1.Q>•ETO 1
AVE. TOP S.D.
MID SECTIQ71
•
AVE. BOTTOM ELEY. t
t
L ENGTH
•
!Soo bock for volmoo esteulstions)
Use of facility: SLONE buigsret
Capacity:
Soil Type: cv4 tom» •
Bench Mark Description No._
4qT 14PiRo r . 57g n-+aa
Bottom
Normal Liquid Level
Storage for normal Precip.
Maximum Liquid Level
25 yr. Storm Storage
Crest !SW
Max. Flow Depth
Freeboard
Top of Dam
rrt
So- .66
Date: II-23-42_
Gallons Ft3
11.01121117.
Elev.
Elev.
(+)
Elev. f� •�
(+)
Ft.
Ft.
Elev.
(+) - Ft.
(+) ).2 Ft.
Elev. . 4

0
0
fl
rt
•
7O
U
v.
0_ 0
0
0
0

.141
745
(INGOLD)
53E9 IV SE
SCALE 1:24 000
2_24,• •
7 7
0
=Iv .
MILES
0 3000 4000 6000 6000 7000 9000 9000 10 000
V....-404--sc,7,- IAMMISZiWZ.L.7:-.Z.--.7.7.4.--:=7.1.EiPZEI •-=•rd-..,P...z::=.-..r.z.:, ::::7!:,:: 17 ,7,-1,,,R041.4,4
- FEET
0 KILOMETERS 1 2
..-,Et, 7 I,. ...2,:-----7-------,--= ...... ----.==_-_.=_—_,,c.....--ar.-_-siE4,,,,4earitaw,.ara r ...rao.7.,r, r J.FAiFT-
0 . -mtliTir .1000 2000
CONTOUR INTERVAL 5 FEET
NATIONAL GEODETIC VERTICAL DATUM OF 1929
COMPLIES WITH NATIONAL MAP ACCURACY STANDARDS
FOR, SALE BY U. r GEOLOGICAL SURVEY
COORADO s )0R RESTON, VIRGINIA 22092
6G TOPOGRAPHIC IS AND SYMBOLS IS AVAILABLE ON REQUEST
7
9
N. C.
QUADRANGLE LOCATION
f•-•i_JJ17
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'7 15
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749 • INTIRIOR—GEOLOGICAL SURVEY, RESTON, VIRGINIA-1886
WARDS CORNER 27 Mi. y
ROAD CLASSIFICATION
Light -duty road, hard or
improved surface
HARR 'LLS l'0.7 751"'"E
Primary highway,
hard surface
Secondary highway,
hard surface .....
Unimproved road ...--
78°
C: ) Interstate Route U. S. Route Q State Route
CLINTON SOUTH, N. C
NFJ4 GARLAND 15' QUADRANGLE
34078413-TF-024
1986
DMA 5353 7 )-SER1ES C7942
3Bt

Confinment Building
Pit
TYPICAL VIEW OF A ONE -STAGE LAGOON SYSTEM
Top Width 1.4.L.
` ..
.. V
ti i
" Pipe (Needs to be adequately
supported)
Bottom $levation 36.7
•
Settled Top Elevation 48.4-
4

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