820401_Permit Renewal Application 2019_20190410

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i ^c ���u
State of North Carolina f +fit
Department of Environmental Quality
Division of Water Resources
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Animal Waste Management Systems ^°•" "' a:�s'^��'`''`
Request for Certification of Coverage
Facility Currently covered by an Expiring Sate Non -Discharge General Permit
On September 30, 2019, the North Carolina State Non -Discharge General Permits for Animal Waste Management Systems will
expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these State
Non -Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore, all applications
must be received by the Division of Water Resources by no later than April 3, 2019.
Please do not leave any question unanswered. Please verify all information and make any necessary corrections below.
Application must be signed and dated by the Permittee.
1.
Farm Number: 82-0401
Certificate Of Coverage Number:
AWS820401
2.
Facility Name: Cascade Nursery & Finishing Farm
3.
Landowner's Name (same as on the Waste Management Plan):
Black River Farms. LLC
4.
Landowner's Mailing Address: PO Box 1
City: Harrells State:
NC
Zip: 28444
Telephone Number: 910-532-4729 Ext. E-mail:
5.
Facility's Physical Address: 1443 Scronce Rd
City: Harrells State:
NC
Zip: 28444
6.
County where Facility is located: Sampson
7.
Farm Manager's Name (if different from Landowner): S CA.Y",S GVv10—r a'
8.
Farm Manager's telephone number (include area code): C A b''7o ') cj
9.
Integrator's Name (if there is not an Integrator, write "None"):
MgmhN -Brown LLC
10.
Operator Name (OIC): James C. Moore
Phone No.: 910-532-4729
OIC #: 22400
11.
Lessee's Name (if there is not a Lessee, write "None"):
12.
Indicate animal operation type and number:
Current Permit: Operations Type
Allowable Count
Swine - Wean to Feeder
2,600
Swine - Feeder to Finish
3,900
Operation Types:
Swine Cattle
Dry Poultry
Other Types
Wean to Finish Dairy Calf
Non Laying Chickens
Horses - Horses
Wean to Feeder Dairy Heifer
Laying Chickens
Horses - Other
Farrow to Finish Milk Cow
Pullets
Sheep- Sheep
Feeder to Finish Dry Cow
Turkeys
Sheep - Other
Farrow to Wean Beef Stocker Calf
Turkey Pullet
Farrow to Feeder Beef Feeder
Boar/Stud Beef Broad Cow
Wet Poultr.
Gilts Other
Non Laying Pullet
Other
Layers

ROY COOPER
MICHAEL S. REGAN
secrewy
LINDA CULPEPPER
b,'reaor
NORTH CAROLINA
Environmental Quality
February 27, 2019
Black River Farms, LLC
Cascade Nursery & Finishing Farm
PO Box 1
Harrells, NC 28444
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 ht_lps://de .nc.gov/about/divisions/water-resources/water-quality-regional-operations/afo or by writing or calling:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
In order to assure your continued coveLa&e under the State Non -Discharge General Permits you must submit an application for
permit coverage to the Division. Enclosed you will find a 'Request for Certificate of Coverage Facilin Currently Covered by an
Expiring State Non -Discharge General Permit." The application form must be completed. signed and returned by' _April 3 2019.
Please note that you must include one (1) cony of the Certified Animal Waste Manasement Plan {CAWMPI with the
completed and signed apNication form. A list of items included in the CAWMP can be found on naye 2 of the renewal
application form.
Failure to request renewal of your coverage under a general permit within the time period specified may result in a civil penalty.
Operation of your facility without coverage under a valid general permit would constitute a violation of NCGS 143-215.1 and could
result in assessments of civil penalties of up to $25,000 per day.
If you have any questions about the State Non -Discharge General Permits, the enclosed application, or any related matter please feel
free to contact the Animal Feeding Operations Branch staff at 919-707-9100.
Sincerely,
Jon Risgaard, Section Chief
Animal Feeding Operations and Groundwater Section
Enclosures
cc (w/o enclosures): Favetteville Regional Office, Water Quality Regional Operations Section
Sampson County Soil and Water Conservation District
AFOG Section Central Files - AWS820401
Murphy -Brown LLC
North;ara rraDegartfrerrtofl:rrvrwrrsrta-,�rsat.,• I Dvsor,ofWaterResRiimes
512 N. Ss "sbury St. 115SS h4a Serv:--Lesstsr I Ra eafi, North Caro r:a 2?e9a-1c_e
gi?.737 SXD

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)
Design Freeboard
'Redline"
(Inches)
FINISHING -,
�t 0
U
19.00
Y•ii1jJ`S-
-
19.00
NURSERY
19.00
NURSERY 1
U a
19.00
}
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application
as required by NC General Statutes 143-215.1OC(d) to the address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan (WUP), si,,ned b% the owner and a certified technical specialist, containing:
a. The method by which waste is applied to the disposal fields (e.g. irrigation, injection, etc.)
b. A map of every field used for land application (for example: irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation (RYE) for every crop shown in the WUP
f. The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
2. A site map/schematic
3. Emergency Action Plan
4. Insect Control Checklist with chosen best management practices noted
5. Odor Control Checklist with chosen best management practices noted
6. Mortality Control Checklist with selected method noted - Use the enclosed updated Mortality Control Checklist
7. Lagoon/storage pond capacity documentation (design, calculations, etc.) Please be sure the above table is accurate and
complete. Also provide any site evaluations, wetland determinations, or hazard classifications that may be applicable to
your facility.
8. Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the additional components with your submittal.
(e.g. composting, digesters, waste transfers, etc.)
As a second option to mailing paper copies of the application package, you can scan and email one signed copy of the
application and all the CAWMP items above to: [e-mail]

I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included, this application package will be returned to me as incomplete.
Note: In accordance with NC General Statutes 143-215.6A and 143-215.613, any person who knowingly makes any false statement,
representation, or certification in any application may be subject to civil penalties up to $25,000 per violation. (18 U.S.C.
Section 1001 provides a punishment by a fine of not more than $10,000 or imprisonment of not more than 5 years, or both for
a similar offense.)
Printed Name of Signing Official (Landowner, or if multiple" Landowners all landowners should sign. If Landowner is a
corporation, signature should be by
a principal exeputive officer of the corporation):
Name: J� .� �,�IFso s t—, Title: MQ)0AV)'f—
Signature: Date:
Name:
Signature:
Name:
Signature:
Title:
Date:
Title:
Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
E-mail: [e-mail]
FORM: RENEWAL -STATE GENERAL 02/2019

Version —November 26, 2018
Mortality Management Methods
Indicate which method(s) will be implemented.
When selecting multiple methods indicate a primary versus secondary option.
Methods other than those listed must be approved by the State Veterinarian.
Primary Secondary Routine Mortality
Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.106-403). The bottom of the burial pit should beat least one foot above the seasonal
high water table. Attach burial location map and plan.
Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
7 1 Rendering at a rendering plant licensed under G.S. 106-168.7.
aF1 Complete incineration according to 02 NCAC 52C .0102.
® A composting system approved and permitted by the NC Department of Agriculture & Con-
sumer Services Veterinary Division (attach copy of permit). If compost is distributed off -farm,
additional requirements must be met and a permit is required from NC DEQ.
D In the case of dead poultry only, placing in a disposal pit of a size and design approved by the
NC Department of Agriculture & Consumer Services (G.S. 106-549.70).
Any method which, in the professional opinion of the State Veterinarian, would make possible
the salvage of part of a dead animal's value without endangering human or animal health.
(Written approval by the State Veterinarian must be attached).
Mass Mortality Plan
Mass mortality plans are required for farms covered by an NPDES permit. These plans are
also recommended for all animal operations. This plan outlines farm -specific mortality man-
agement methods to be used for mass mortality. The NCDA&CS Veterinary Division sup-
ports a variety of emergency mortality disposal options; contact the Division for guidance.
• A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated
when numbers of dead animals exceed normal mortality rates as specified by the State
Veterinarian.
• Burial must be done in accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance.
• Mass burial sites are subject to additional permit conditions (refer to facility's animal
waste management system permit).
• In the event of imminent threat of a disease emergency, the State Veterinarian may enact
-additional temporary procedures or measures for disposal according to G.S. 106-399.4.
Signature of Farm Owner/Manager
Signdur.J ok Technical Specialist
Date
Date

3/25/2019
1443 Scronce Rd - Google Maps
Google Maps 1443 Scronce Rd
Imagery 02019 Google, Map data ©2019 Google 200 ft
https://www.google.com/mapslplacell443+Scronce+Rd,+Harrells,+NC+28444/@34.6982791, 78.2827643,504m/data=!3mllle3!4m5I3m4IlsOx89abb... 1/1

3/25/2019 1443 Scronce Rd - Google Maps
Google Maps 1443 Scronce Rd
Imagery 02019 Google, neap aata vzui y zuu n
https:l/wAfw.google.com/maps/place/1443+Scronce+Rd,+Harrells,+NC+284441@34.6999261,-78.2774316,504m/data=l3m 1 11 e3!4m5!3m4! 1 sOx89abb... 1 /1

3/25/2019
1443 Scronce Rd - Google Maps
Google Maps 1443 Scronce Rd
Imagery 02019 Google, Map data 02019 Google 200 ft
hftps://www.google.com/maps/place/l443+Scronce+Rd,+Harrells,+NC+28444/@34.6978258, 78.2797143,601m/data=!3ml!le3!4m5!3m4!lsOx89abb... 1/1

Nutrient Management Plan For Animal Waste Utilization
11-26-2003
This plan has been prepared for:
Cascade Nursery & Finishing Farm
James Carroll Moore
PO Box I
Harrells, NC 28444
[phone]
This plan has been developed by:
Greer Moore
Sampson Soil & Water
82 County Complex Rd
Clinton, NC 28328
(910 5y2-79663/ '.
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 in this nutrient management plan which includes an animal waste utilization plan for
the farm named above. I have read and understand the Required Specifications concerning animal
waste management that are included with this plan.
-, C
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:
Technical Specialist Signature
-e,3
Date
585331-----•---- -- ------------------------ -
Database Version 3.1 Date Printed: 11-26-2003
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 nlan
S7 Swine Feeder -Finish Lagoon Liquid waste generated 3,615,300 gals/year
by a 3,900 animal Swine Finishing Lagoon Liquid operation. This
production facility has waste storage capacities of approximately 180 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast
Incorporated
Injected
Irrigated
Actual PAN Applied
(Pounds)
Year 1 10,029.21
Year 2 10,720.88
Volume Surplus/Deficit
-390,782
-667,063
This plan includes a User Defined Source to determine the total pounds of PAN in lieu
of NRCS Standard values. Refer to North Carolina Cooperative Extension Service publication AG-439-42
entitled "Soil Facts: Use of On -Farm Records for Modifying a Certified Animal Waste Management Plan" for
guidance on using on -farm records to develop a User Defined Source.
8327
14300
15749
9051
Actual Volume Applied
(Gallons)
4,006,082
4,282,363
- ---------
---ea --user--e user -defined -source - - --
ote: In source ID, S means standard source, U means user defined source. --------------------"---------
585331 Database Version 3.1 Date Printed: 11-26-2003 Source Page Page 1 of 1

The table shown below provides a summary of the crops or rotations included in this plan for each field. Realistic Yield estimates
are also provided for each crop in the plan. In addition, the Leaching Index for each field is shown, where available.
Planned Crops Summary
Total
Useable
Leaching
Tract
Field
Acres
Acres
Index (LI) Soil Series
Crop Sequence
RYE
10984
2A
2.31
2.31
N/A
Lynchburg
Corn,
Co, Grain
125 bu.
Wheat, Grain
55 bu.
Soybeans, Manured, Double Crop
39 bu.
10984
213
2.21
2.21
N/A
Lynchburg
Corn, Grain
125 bu.
Wheat, Grain
55 bu.
Soybeans, Manured, Double Crop
39 bu.
10984
Pull 10A
3.301
3.30
N/A
Lynchburg
Corn, Grain
125 bu.
Wheat, Grain
55 bu.
Soybeans, Manured, Double Crop
39 bu.
10984
Pull 10B
1.48
1.48
N/A
Lynchburg
Com, Grain
125 bu.
Wheat, Grain
55 bu.
i
Soybeans, Manured, Double Crop
39 bu.
10984
Pull 11A
3.10
3.10
N/A
Lynchburg
Corn, Grain
125 bu.
Wheat, Grain
55 bu.
Soybeans, Manured, Double Crop
39 bu.
10984
Pull 1113 1
1.38
1.38
N/A
Lynchburg
Corn, Grain
125 bu.
Wheat, Grain
55 bu.
Soybeans, Manured, Double Crop
39 bu.
10984
Pull 12A
2.85
2.85
N/A
Lynchburg
Corn, Grain 1
125 bu.
Wheat, Grain
55 bu.
Soybeans, Manured, Double Crop
39 bu.
10984
Pull 12B
1.33
1.33
N/A
Lynchburg
Corn, Grain
125 bu.
Wheat, Grain
55 bu.
Soybeans, Manured, Double Crop
39 bu.
10984
Pull 13A
2.51
2.51
N/A
Lynchburg
Corn, Grain
125 bu.
Wheat, Grain
55 bu.
Soybeans, Manured, Double Crop
39 bu.
10984
Pull 13B
3.93
3.93
N/A
Lynchburg
Corn, Grain
125 bu.
Wheat, Grain
55 bu.
Soybeans, Manured, Double Crop
39 bu.
10984
Pull 14A
0.90
0.90
N/A
Lynchburg
Com Grain
125 bu.
Wheat, Grain
55 bu.
Soybeans, Manured, Double Crop
39 bu.
585331
Database Version
3.1
Date Printed 11/26/2003
NOTE: Symbol *means
user entered data.
PCS Page Page 1 of 3

Planned Crops Summary
Tract Field
Total Useable Leaching
Acres Acres Index (LI)
Soil Series
Crop Sequence RYE
10984 Pull 14B
4.07 4.07 N/A
Lynchburg
Com, Grain 125 bu.
Wheat, Grain 55 bu.
Soybeans, Manured, Double Crop 39 bu.
10984 Pull 15B 4.11 4.11 N/A
Lynchburg
Com, Grain 125 bu.
Wheat, Grain 55 bu.
Soybeans, Manured, Double Crop
39 bu.
10984
Pull 16B
3.99
3.99
N/A
Lynchburg
Corn, Grain
125 bu.
Wheat, Grain
55 bu.
Soybeans, Manured, Double Crop
39 bu.
10984
Pull IA
2.35
2.35
N/A
Lynchburg
Com, Grain
125 bu.
Wheat, Grain
55 bu.
Soybeans, Manured, Double Crop
39 bu.
10984
Pull 1B
2.44
2.44
N/A
Lynchburg
Corn, Grain
125 bu.
Wheat, Grain
55 bu.
Soybeans, Manured, Double Crop
39 bu.
10984
Pull 3A
2.40
2.40
N/A
Lynchburg
Com, Grain
125 bu.
Wheat, Grain
55 bu.
Soybeans, Manured, Double Crop
39 bu.
10984
Pull 3B
2.111
2.11
N/A
Lynchburg
Com, Grain
125 bu.
Wheat, Grain
55 bu.
Soybeans, Manured, Double Crop
39 bu.
10984
Pull 4A
2.06
2.06
N/A
Lynchburg
Corn, Grain
125 bu.
Wheat, Grain
55 bu.
Soybeans, Manured, Double Crop
39 bu.
10984
Pull 4B
1.94
1.94
N/A
Lynchburg
Corn, Grain
125 bu.
Wheat, Grain
55 bu.
Soybeans, Manured, Double Crop
39 bu.
10984
Pull 5A
1.21
1.21
N/A
Lynchburg
Com, Grain
125 bu.
Wheat, Grain
55 bu.
Soybeans, Manured, Double Crop
39 bu.
10984
Pull 5B
1.82
1.82
N/A
ILynchburg
Com, Grain
125 bu.
10984 Pull 6A 1.35 1.35
10984 Pu116B 1.671 1.67
585331 Database Version 3.1
NOTE: Symbol *means user entered data.
N/A Lynchburg
N/A Lynchburg
Date Printed 11/26/2003
Wheat, Grain
Soybeans, Manured, Double Crop
Corn, Grain
Wheat, Grain
Soybeans, Manured, Double Crop
Com, Grain
PCS Page Page 2 of 3
55 bu.
39 bu.
125 bu.
55 bu.
39 bu.
125 bu.

Planned Crops Summary
Total
Useable
Leaching
__TA55
Tract
Field
Acres
Acres
Index (LI) Soil Series
Crop Sequence
eat, Grain
t
beans, Manured, Double Crop
39 bu.
10984
Pull 7A
1.78
1.78
N/A Lynchburg
Corn, Grain
125 bu.
Grain
55 bu.
====]Wheat,
Soybeans, Manured, Double Crop
39 bu.
10984
Pull 7B
1.74
1.74
N/A Lynchburg
Corn, Grain
125 bu.
Wheat, Grain
55 bu.
Soybeans, Manured, Double Crop
39 bu.
10984
Pull 8A
2.40
2.40
N/A Lynchburg
Com, Grain
125 bu.
Wheat, Grain
55 bu.
Soybeans, Manured, Double Crop
39 bu.
10984
Pull 8B
1.65
1.65
N/A Lynchburg
Com, Grain
125 bu.
Wheat, Grain
55 bu.
Soybeans, Manured, Double Crop
39 bu.
10984
Pull 9A
3.11
3.11
N/A Lynchburg
Com, Grain
125 bu.
Wheat, Grain
55 bu.
Soybeans, Manured, Double Crop
39 bu.
10984
Pull 913
1.69
1.69
N/A Lynchburg
Corn, Grain
,
125 bu.
Wheat, Grain
55 bu.
Soybeans, Manured, Double Crop
39 bu.
PLAN TOTALS:
69.17
69.17
LI I Pot ful Lek 7'eebnical Guidance
2isoluble
ow potential to contribute t0 soluble None
utrient leaching below the root zone.
>= 2oderate potential to contribute to Nutrient Management (590) should be planned.
<= 1nutrient leaching below the root
High potential to contribute to soluble Nutrient Management (590) should be planned. Other conservation practices that improve
nutrient leaching below the root zone. the soils available water holding capacity and improve nutrient use efficiency should be
> 10 considered. Examples are Cover Crops (340) to scavenge nutrients, Sod -Based Rotations
(328), Long -Term No -Till (778), and edge -of -field practices such as Filter Strips (393) and
Riparian Forest Buffers (391).
585331 Database Version 3.1 Date Printed 11/26/2003
NOTE: Symbol * means user entered data. PCs Page Page 3 of 3

The Wasti`Otilization table shown below summarizes the waste utilization plan for this operation. This plan provides an estimate of the number of acres of cropland needed,to use
the nutrients being produced. The plan requires consideration of the realistic yields of the crops to be grown, their nutrient requirements, and proper timing of applications to
maximize nutrient uptake.
This table provides an estimate of the amount of nitrogen required by the crop being grown and an estimate of the nitrogen amount being supplied by manure or other by-products,
commercial fertilizer and residual from previous crops. An estimate of the quantity of solid and liquid waste that will be applied on each field in order to supply the indicated quantity
of nitrogen from each source is also included. A balance of the total manure produced and the total manure applied is included in the table to ensure that the plan adequately provides
for the utilization of the manure generated by the operation.
Waste Utilization Table
Year 1
Mirogen
Comm.
Res.
1
ManureT(acre)(acre)
Liquid
Solid
PA
Nutrient
Fert.
Nutrient
(lbs/A)
PA
Nutrien(A
Manure
Manure
Req'd
Applied
liedpp
p(lbs/A
Applied
(Field)
Applied
(Field)
(ibs/A)
(lbs/A)
)
Tract
Field
Source
ID Soil Series
Total
Acres
Use.
Acres Crop
Applic.
Applic.
1000
RYE
Period
N
N
I N
Method
N
gal/A
Tons
1000 gals
tons
10984
2A
U2
Lynchburg
2.31
2.31 Corn, Grain
10984
2A
125 bu.
2/15-6/30
*156
0
20
IrrijEtkI
3638
0.00
33.28
0.00
S7
Lynchburg
2.31
2.31 Corn, Grain
10984
2A
125 bu.
2/15-6/30
*156
0
20
bri94
0.00
92.43
0.00
U2
Lynchburg
2.31
2.31 Wheat, Grain
10984
2A
S7
Lynchburg
2.31
55 bu.
9/1-4/30
*132
0
0
Irri11
0.00
11.83
0.00
2.31 Wheat, Grain
55 bu.
9/1-4/30
*132
0
0
10984
2B
U2
Lynchburg
2.21
2.21 Corn, Grain
brig.
45
17.97
0.00
41.59
0.00
10984
2B
125 bu.
2/15-6/30
*156
0
20
Irrig.
36
14.38
0.00
31.79
0.00
S7
Lynchburg
2.21
2.21 Corn, Grain
10984
2B
125 bu.
2/15-6/30
*156
0
20
Inig.
100
39.94
0.00
88.32
0.00
U2
Lynchburg
2.21
2.21 Wheat, Grain
10984
2B
55 bu.
9/1-4/30
*132
0
0
Irrig.
13
5.11
0.00
11.30
0.00
S7
Lynchburg
2.21
2.21 Wheat, Grain
10984
Pull l0A
U2
Lynchburg
55 bu.
9/1-4/30
*132
0
0
Irrig.
45
17.97
0.00
39.74
0.00
3.30
3.30 Com, Grain
125 bu.
2/15-6/30
*156
0
20
Irrig.
36
10984
Pull l0A
S7
Lynchburg
3.30
3.30 Corn, Grain
14.38
0.00
47.43
0.00
10984
Pull IOA
U2
Lynchburg
125 bu.
2/15-6/30
*156
0
20
Irrig.
100
39.94
0.00
131.74
0.00
3.30
3.30 Wheat, Grain
55 bu.
9/1-4/30
*132
0
0
r
10984
Pull 10A
S7
Lynchburg
3.30
3.30 Wheat, Grain
Irrig.
13
5.11
0.00
16.86
0.00
10984
Pull 10B
U2
Lynchburg
1.48
55 bu.
9/1-4/30
*132
0
0
brig.
45
17.97
0.00
59.28
0.00
1.48 Corn, Grain
125 bu.
2/15-6/30
*156
0
20
Irrig.
136
10984
Pull 10B
S7
Lynchburg
1.48
1.48 Corn, Grain
14.38
0.00
21.28
0.00
10984
Pull lOB
U2
Lynchburg
1.48
125 bu.
2/15-6/30
*156
0
20
Irrig.
100
39.94
0.00
59.12
0.00
1.48 Wheat, Grain
55 bu.
9/1-4/30
*132
0
0
Irrig.
13
10984
Pull lOB
S7
Lynchburg
I I
1.48 Wheat, Grain
�*:I32
5.11
0.00
7.57
0.00
55 bu.
9/1-4/30
0
0
Irri g.
45
17.97
0.00
26.60
0.00
585331
Database Version
3.1
Date Printed: 11/26/2003
WUT
Page Page 1 of 12

Waste Utiilizl
Table
ear 1
Nitrogen Comm.
PA Fert.
Nutrient Nutrient
Req'd Applied
(lbs/A) (lbs/A)
Res.
(lbs/A)
Manure Liquid Solid
PA ManureA Manure
NutrientA pplied Applied
pplied (acre) (acre)
(lbs/A)
Liquids
Manure
Applied
(Field)
Solid
Manure -
Applied
(Field)
Tract
Field
Source
ID Soil Series
Total
Acres
Use.
Acres Crop
RYE
Applic.
Period
N
N
N
Applic.
Method
N
1000
gal/A
Tons
1000 gals
tons
10984
10984
10984
10984
10984
r10984
10984
10984
10984
10984
10984
10984
10984
10984
10984
10984
10984
10984
10984=P.11
Pull I IA
Pull 11A
Pull 11A
Pull 11A
Pull I IB
Pull 11B
Pull I IB
Pull 11B
Pull 12A
Pull 12A
Pull 12A
Pull 12A
Pull 12B
Pull 12B
Pull 12B
Pull 12B
Pull 13A
Pull 13A
Pull 13A
Pull 13A
Pull 13B
U2
S7
U2
S7
U2
S7
U2
S7
U2
S7
U2
S7
U2
57
U2
S7
U2
S7
U2
S7
U2
S7
Lynchburg
Lynchburg
Lynchburg
Lynchburg
Lynchburg
Lynchburg
Lynchburg
ynchburg
Lynchburg
Lynchburg
Lynchburg
Lynchburg
Lynchburg
Lynchburg
Lynchburg
Lynchburg
Lynchburg
Lynchburg
Lynchburg
Lynchburg
Lynchburg
Lynchburg
3.10
3.10
3.10
3.10
1.38
1.38
1.38
1.38
2.85
2.85
2.85
2.85
1.33
1.33
1.33
1.33
2.51
2.51
2.51
2.51
3.93
3.93
110 Com, Grain
3.10 Corn, Grain
3.10 Wheat, Grain
3.10 Wheat, Grain
1.38 Corn, Grain
1.38 Corn, Grain
1.38 Wheat, Grain
1.38 Wheat, Grain55
2.85 Com, Grain
2.85 Corn, Grain
2.85 Wheat, Grain
2.85 Wheat, Grain
1.33 Corn, Grain
1.33 Com, Grain
1.33 Wheat, Grain
1.33 Wheat, Grain
2.51 Com, Grain
2.51 Corn, Grain
2.51 Wheat, Grain
2.51 Wheat, Grain
3.93 Corn, Grain
3.93 Corn, Grain
125 bu.
125 bu.
55 bu.
55 bu.
125 bu.
125 bu.
55 bu.
bu.
125 bu.
125 bu.
55 bu.
55 bu.
125 bu.
125 bu.
55 bu.
55 bu.
125 bu.
125 bu.
55 bu.
55 bu.
125 bu.
125 bu.
2/15-6/30
2/15-6/30
9/1-4/30
9/1-4/30
2/15-6/30
2/15-6/30
9/1-4/30
9/1 4/30
2/15-6/30
2/15-6/30
9/1-4/30
9/1-4/30
2/15-6/30
2/15-6/30
9/1-4/30
9/1-4/30
2/15-6/30
2/15-6/30
9/1-4/30
9/1-4/30
2/15-6/30
2/15-6/30
*156
*156
*132
*132
*156
*156
*132
*132
*156
*156
*132
*132
*156
*156
*132
*132
*156
*156
*132
*132
*156
*156
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
20
20
0
0
20
20
0
0
20
20
0
0
20
20
0
0
20
20
0
0
20
20
Inig.
Irrig.
Irrig.
brig.
Irrig.
brig.
hri g•
brig.
Irrig.
Irrig.
hri g•
Ini g•
Irrig.
hrig.
Irrig.
Ini g•
Irrig.
Irrig.
Irrig.
brig.
hrig.
Inig.
36
100
13
45
36
100
13
45
36
100
13
45
36
100
13
45
36
100
13
45
36
100
14.38
39.94
5.11
17.97
1438
39.94
5.11
17.97
14.38
39.94
5.11
17.97
14.38
39.94
5.11
17.97
14.38
39.94
5.11
17.97
14.38
39.94
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
44.52
123.67
15.83
55.65
19.83
55.08
7.05
24.79
40.93
113.68
14.55
51.16
19.13
53.13
6.80
23.91
36.04
100.10
12.81
45.05
56.57
157.14
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
585331
Database Version 3.1
Date Printed: 11/26/2003
WUT Page Page 2 of 12

Waste Utilizs,
Table
-ear 1
Nitrogen Comm.
PA Fert.
Nutrient Nutrient
Req'd Applied
(lbs/A) (lbs/A)
Res.
(lbs/A)
Manure
PA
NutrientA
pplied
(lbs/A)
Liquid
ManureA
pplied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)-
Tract
Field
Source
ID Soil Series
Total
Acres
Use.
Acres Crop
RYE
Applic.
Period
N
N
N
Applic.
Method
N
1000
gal/A
Tons
1000 gals
tons
10984
Pull 13B
U2
Lynchburg
3.93
3.93 Wheat, Grain
55 bu.
9/1 4/30
*132
0
0
Irrig.13
5.11
0.00
20.11
0.00
10984
10984
r10984
10984
10984
10984
10984
10984
10984
10984
10984
10984
10984
10984
10984
Pull 13B
Pull 14A
Pull 14A
Pull 14A
Pull 14A
Pull 14B
Pull 14B
Pull 14B
Pull 14B
Pull 15B
Pull 15B
Pull 15B
Pull 15B
Pull 16B
Pull 16B
Pull 16B
Pull 16B
S7
U2
S7
U2
S7
U2
S7
U2
S7
U2
S7
U2
S7
U2
S7
U2
S7
Lynchburg
Lynchburg
Lynchburg
Lynchburg
Lynchburg
Lynchburg
Lynchburg
Lynchburg
Lynchburg
Lynchburg
Lynchburg
Lynchburg
Lynchburg
Lynchburg
Lynchburg
Lynchburg
Lynchburg
3.93
0.90
0.90
0.90
0.90
4.07
4.07
4.07
4.07
4.11
4.11
4.11
4.11
3.99
3.99
3.99
3.99
3.93 Wheat, Grain
0.90 Corn, Grain
0.90 Corn, Grain
0.90 Wheat, Grain
0.90 Wheat, Grain
4.07 Corn, Grain
4.07 Com, Grain
4.07 Wheat, Grain
4.07 Wheat, Grain
4.11 Corn, Grain
4.11 Corn, Grain
4.11 Wheat, Grain
4.11 Wheat, Grain
3.99 Corn, Grain
3.99 Corn, Grain
3.99 Wheat, Grain
3.99 Wheat, Grain
55 bu.
125 bu.
125 bu.
55 bu.
55 bu.
125 bu.
125 bu.
55 bu.
55 bu.
125 bu.
125 bu.
55 bu.
55 bu.
125 bu.
125 bu.
55 bu.
55 bu.
9/1-4/30
2/15-6/30
2/15-6/30
9/1-4/30
9/1-4/30
2/15-6/30
2/15-6/30
9/1 4/30
9/1-4/30
2/15-6/30
2/15-6/30
E
2/15-6/30
2/15-6/30
9/1-4/30
9/1-4/30
*132
*156
*156
*132
*132
*156
* 156
*132
*132
*156
*156
*132
*132
*156
*156
*132
*132
0
0
0
0
0
0
0
0
0
0
0
0
0 1
0
0
0
0
0
20
20
0
0
20
20
0
0
20
20
0
0
20
20
0
0
Irrig.
Irrig.
Irrig.
Ini g•
Irrig.
Irrig.
Irrig.
Irrig.13
brig.
Irrig.
Irrig.
hri g•
Irrig.
Irrig.
Inig.
Irri g•
Irrig.
45
36
100
13
45
36
100
45
36
100
13
45
36
100
13
45
17.97
14.38
39.94
5.11
17.97
14.38
39.94
5.11
17.97
14.38
39.94
5.11
17.97
14.38
39.94
5.11
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
70.71
13.00
36.11
4.62
16.25
58.51
162.53
20.80
73.14
59.04
164.01
20.99
73.80
57.35
159.30
20.39
0.00
0.00
0.00
p.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
17.97
0.00
71.68
0.00
10984
Pull IA
U2
Lynchburg
2.35
2.35 Corn, Grain
125 bu.
2/15-6/30
*156
0
20
Irrig.
36
14.38
0.00
33.78
0.00
10984
Pull IA
qS7Lynchburg
ynchburg
2.35
2.35 Corn, Grain
125 bu.
2/15-6/30
*156
0
20
Irrig.
100
39.94
0.00
93.83
0.00
10984
Pull IAynchburg
2.35
2.35 Wheat, Grain
55 bu.
9/1-4/30
*132
0
0
Irrig.
13
5.11
0.00
12.01
0.00
10984
Pull IA 11
2.35
2.35 Wheat, Grain
55 bu.
9/1-4/30
*132
0
0
Irrig.
45
17.97
0.00
�42.220.00
585331
Database Version 3.1
Date Printed: 11/26/2003
WUT
Page
Page 3 of
12

Waste Utilizt,
Table
ear 1
Nitrogen Comm.
PA Fert.
Nutrient Nutrient
Req'd Applied
(lbs/A) (lbs/A)
Res.
(lbs/A)
Manure Liquid Solid
PA ManureA Manure
Nutrient A pplied Applied
p lied
(lbs/A)(acre) (acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
A lied
pp
(Field)'
Tract
Field
Source
ID Soil Series
Total
Acres
Use.
Acres Crop
RYE
A lic.c.
Period
N
N
N
Method
N
1000
gaUA
Tons
1000 gals
tons
10984
10984
10984
10984
10984
10984
10984
10984
10984
10984
10984
10984
10984
10984
10984
10984
10984
10984
10984
10984
10984
10984
Pull 1B
Pull 1B
Pull 1B
Pull 1B
Pull 3A
Pull 3A
Pull 3A
Pull 3A
Pull3B
Pull
Pull 3B
Pull 3B
Pull 4A
Pull 4A
Pull 4A
Pull 4A
Pull 4B
Pull 4B
Pull 4B
Pull 4B
Pull SA
Pul15A
U2
S7
U2
S7
U2
S7
U2
S7
U2
S7
U2
S7
U2
S7
U2
S7
U2
S7
U2
S7
U2
S7
Lynchburg
Lynchburg
ynchburg
Lynchburg
Lynchburg
Lynchburg
Lynchburg
Lynchburg
Lynchburg
Lynchburg
Lynchburg
ynchburg
Lynchburg
Lynchburg
Lynchburg
Lynchburg
Lynchburg
Lynchburg
Lynchburg
Lynchburg
Lynchburg
Lynchburg
2.44
2.44
2.44
2.44
2.40
2.40
2.40
2.40
2.11
2.11
2.11
2.11
2.06
2.06
2.06
2.06
1.94
1.94
M
2.44 Corn, Grain
2.44 Corn, Grain
2.44 Wheat, Grain
2.44 Wheat, Grain
2.40 Conn, Grain
2.40 Corn, Grain
2.40 Wheat, Grain
2.40 Wheat, Grain
2.11 Corn, Grain
2.11 Corn, Grain
2.11 Wheat, Grain
2.11 Wheat, Grain
2.06 Com, Grain
2.06 Corn, Grain
2.06 Wheat, Grain
2.06 Wheat, Grain
1.94 Corn, Grain
1.94 Corn, Grain
Wheat, Grain
Wheat, Grain
Corn, Grain
Corn, Grain
125 bu.
125 bu.
55 bu.
55 bu.
125 bu.
125 bu.
55 bu.
55 bu.
125 bu.
125 bu.
55 bu.
55 bu.
125 bu.
125 bu.
55 bu.
55 bu.
125 bu.
125 bu.
55 bu.
55 bu.
125 bu.
125 bu.
2/15-6/30
2/15-6/30
9/1 4/30
9/1-4/30
2/15-6/30
2/15-6/30
9/1-4/30
911-4/30
2/15-6/30
2/15-6/30
9/1 4/30
9/1-4/30
2/15-6/30
2/15-6/30
9/1-4/30
9/1-4/30
2/15-6/30
2/15-6/30
9/1-4/30
9/1-4/30
2/15-6/30
2/15-6/30
*156
*156
*132 1
*132
*156
*156
*132
*132
*156
*156
*132
*132
*156
*156
*132
*132
*156
*156
*132
*132
*156
*156
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
20
20
0
0
20
20
0
0
20
20
0
0
20
20
0
0
20
20
0
0
20
20
Irrig.
Irrig.
Irrig.
brig.
Irrig.
brig.
Irrig.
brig.
Irrig.
Irrig.100
Irri g.
Irrig.
Irri g•
Irrig.
Irri g.
Irrig.
hrig.
Irrig.
Irrig.
Irrig.
brig.
Irrig.
36
100
13
45
36
100
13
45
36
13
45
36
100
13
45
36
100
13
45
36
100
14.38
39.94
5.11
17.97
14.38
39.94
5.11
17.97
14.38
39.94
5.11
17.97
14.38
39.94
5.11
17.97
14.38
39.94
5.11
17.97
14.38
39.94
0.00
0.00
0.00
--
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
35.02
97.26
12.45
43.77
34.45
95.71
12.25
43.07
30.33
84.24
10.78
37.91
29.68
82.45
10.55
37.10
27.91
77.53
9.92
34.89
17.36
48.21
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
585331
Database Version
3.1
Date Printed: 11/26/2003
WUT
Page Page
4 of 12

Waste Utiliza, cable
Source Total
Use.
ear 1
Applic.
Nit
Nu
R
(it
Tract Field ID Soil Series Acres
Acres
Crop
RYE
Period
10984 Pull 5A U2 Lynchburg 1.21
1.21
Wheat, Grain
55 bu.
9/1-4/30
*
10984 Pull 5A S7 Lynchburg 1.21
1.21
Wheat, Grain
55 bu.
9/1-4/30
*
10984 Pull 5B U2 Lynchburg 1.82
1.82
Corn, Grain
125 bu.
2/15-6/30
*
10984 Pull 5B S7 Lynchburg 1.82
1.82
Corn, Grain
125 bu.
2/15-6/30
10984 Pull 5B U2 Lynchburg 1.82
1.82
Wheat, Grain
55 bu.
9/1-4/30
*
10984 Pull 5B S7 Lynchburg 1.82
1.82
Wheat, Grain
55 bu.
9/1-4/30
10984 Pull 6A U2 Lynchburg 1.35
1.35
Corn, Grain
125 bu.
2/15-6/30
*;
10984 Pull 6A S7 Lynchburg 1.35
1.35
Corn, Grain
125 bu.
2/15-6/30
*1
10984 Pull 6A U2 Lynchburg 1.35
1.35
Wheat, Grain
55 bu.
9/1-4/30
*1
10984 Pull 6A S7 Lynchburg 1.35
1.35
Wheat, Grain
55 bu.
9/1-4/30
*]
10984 Pull 6B U2 Lynchburg 1.67
1.67
Corn, Grain
125 bu.
2/15-6/30
*1
10984 Pull 6B S7 Lynchburg 1.67
1.67
Corn, Grain
125 bu.
2/15-6/30
*]
10984 Pull 6B U2 Lynchburg 1.67
1.67
Wheat, Grain
55 bu.
9/1-4/30
*l
10984 Pull 6B S7 Lynchburg 1.67
1.67
Wheat, Grain
55 bu.
9/1-4/30
*1
10984 Pull 7A U2 Lynchburg 1.78
1.78
Corn, Grain
125 bu.
2/15-6/30
*1
10984 Pull 7A S7 Lynchburg 1.78
1.78
Corn, Grain
125 bu.
2/15-6/30
*1
10984 Pull 7A U2 Lynchburg 1.78
1.78
Wheat, Grain
55 bu.
9/1-4/30
*1
10984 Pull 7A S7 Lynchburg 1.78
1.78
Wheat, Grain
55 bu.
9/1-4/30
*1
10984 Pull 7B U2 Lynchburg 1.74
1.74
Corn, Grain
125 bu.
2/15-6/30
*1
10984 Pull 7B S7 Lynchburg 1.74
1.74
Corn, Grain
125 bu.
2/15-6/30
*1
Lynchburg 1.74
10984 Pull 7B 9KLynchburg
1.74
Wheat, Grain
55 bu.
9/1 4/30
*1
10984 Pull 7B 1.74
1.74
Wheat, Grain
55 bu. 1
9/1-4/30
*1
585331 Database Version 3.1
Date Printed: 11/26/2003
ngen
'A
trient
eq'd
,s/A)
Comm.
Fert.
Nutrient
Applied
(lbs/A)
Res.
(lbs/A)
Applic.
Method
hrig.
Manure
PA
NutrientA
pplied
(lbs/A)
Liquid
ManureA
pplied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Sgli&
Manure
Applied
(Field}
N
l32
132
156
56
.32
32
56
N
0
0
0
0
0
0
0
N
0
0
20
N
13
1000
1000
5.11
Tons
0.00
1000 gals
6.17
tons
0.00
Irrig.
45
17.97
0.00
21.70
0.00
Irrig.
36
14.38
0.00
26.23
0.00
20
brig.
100
39.94
0.00
72.86
0.00
0
brig.
13
5.11
0.00
9.33
0.00
0
20
brig.
45
17.97
0.00
32.79
0.00
Irrig.
36
14.38
0.00
19.46
0.00
56
32
32
0
0
0
20
brig.
100
39.94
0.00
54.04
0.00
0
Irrig.
13
5.11
0.00
6.92
0.00
0
brig.
45
17.97
0.00
24.32
0.00
56
56
0
0
20
Irrig.
36
14.38
0.00
24.03
0.00
20
Irrig.
100
39.94
0.00
66.75
0.00
32
32
0
0
0
Irrig.
13
5.11
0.00
8.54
0.00
0
Irrig.
45
17.97
0.00
30.04
0.00
56
0
20
brig.
36
14.38
0.00
25.52
0.00
56
0
20 1
brig.
100
39.94
0.00
70.90
0.00
32
32
56
56
32
32
0
0
0
0
0
0
0
Inig.
13
5.11
0.00
9.08
0.00
0
brig.
45
17.97
0.00
31.91
0.00
20
20
0
0
Irrig.
36
14.38
0.00
24.95
0.00
Irrig.
100
39.94
0.00
69.30
0.00
Irrig.
Irrig.
13
5.11
0.00
8.87
0.00
45
17.97
0.00
31.19
0.00
WUT Page Page 5 of 12

Waste Utiliz,
Table
ear 1
Nitrogen Comm.
. PA Fert.
Nutrient Nutrient
Req'd Applied
(lbs/A) (lbs/A)
Res.
(lbs/A)
Manure Liquid Solid
PA ManureA Manure
Nutrient A pplied Applied
pplied (acre) (acre)
(lbs/A)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
Tract
Field
Source
ID Soil Series
Total
Acres
Use.
Acres Crop
RYE
Applic.
Period
N
N
N
Applic.
Method
N gal/A Tons
1000 gals
tons "
10984
10984
10984
10984
10984
10984
10984
10984
10984
10984
10984
10984
10984
10984
10984
10 884
Pull 8A
Pull 8A
Pull 8A
Pull 8A
Pull 8B
Pull 8B
Pull 813
Pull 8B
Pull 9A
Pull 9A
Pull 9A
Pull 9A
Pull 9B
Pull 9B
Pull 9B
:Pul]:9B
U2
S7
U2
S7
U2
S7
U2
S7
U2
S7
U2
S7
U2
S7
U2
S7
Lynchburg
Lynchburg
Lynchburg
Lynchburg
Lynchburg
Lynchburg
Lynchburg
Lynchburg
Lynchburg
Lynchburg
Lynchburg
Lynchburg
Lynchburg
Lynchburg
Lynchburg
�ychburg
2.40
2.40
2.40
2.40
1.65
1.65
1.65
1.65
3.11
3.11
3.111
3.11
1.69
1.69
1.69
1.69
2.40 Corn, Grain
2.40 Corn, Grain
2.40 Wheat, Grain
2.40 Wheat, Grain
1.65 Corn, Grain
1.65 Corn, Grain
1.65 Wheat, Grain
1.65 Wheat, Grain
3.11 Corn, Grain
3.11 Corn, Grain
3.11 Wheat, Grain
3.11 Wheat, Grain
1.69 Corn, Grain
1.69 Corn, Grain
1.69 Wheat, Grain
1.69 Wheat, Grain
125 bu.
125 bu.
55 bu.
55 bu.
125 bu.
125 bu.
55 bu.
55 bu.
125 bu.
125 bu.
55 bu.
55 bu.
125 bu.
125 bu.
55 bu.
55 bu.
2/15-6/30
2/15-6/30
9/1-4/30
9/1-4/30
2/15-6/30
2/15-6/30
9/1-4/30
9/1-4130
2/15-6/30
2/15-6/30
9/1-4/30
9/1-4/30
2/15-6/30
2115-6/30
9/1-4/30
9/1 4/30
*156
*156
*132
*132
*156
*156
*132
*132
*156
*156
*132
*132
*156
*156
*132
*132
0
0
0
0
0
0
0
0
0
0
0
0
0 1
0
0
0
20
20
0
0
20
20
0
0
20
20
0
0
20
20
0
0
Irrig.
Irrig.
Inig.13
Irrig.
Irrig.
Irrig.
Irrig.
Irrig.45
Inig.
Irrig.
Irrig.13
Irrig.
Irrig.
Inig.
hTi g•
Itri g.
36 14.38 0.00
100 39.94 0.00
5.11 0.00
45 17.97 0.00
36 14.38 0.00
1 100 39.94 0.00
131 5.11 0.00
17.97 0.00
36 14.38 0.00
100 39.94 0.00
5.11 0.00
45 17.97 0.00
36 14.38 0.00
100 39.94 0.00
13 5.11 0.00
45 17.97 0.00
34.45
95.71
12.25
43.07
23.74
65.95
8.44
29.68
44.74
124.27
15.91
55.921
24.29
67.47
8.64
30.36
0.0(
0.0(
0.0(
0.0(
O.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00,
0.00
0.00
0.00
0.00
Total Applied, 1000 gallons
5,354.33
Total Produced, 1000 gallons
4,111.90
Balance, 1000 gallons
-1,242.43
Total Applied, tons
0.00
Total Produced, tons
0.00
Notes: 1. In the tract column, - symbol means leased, otherwise, owned. 2. Symbol * means user entered data.
Balance, tons
0.00
585331
Database Version
3.1
Date Printed: 11/26/2003
WUT Page Page 6 of 12

Waste Utiliz
Table
ear 2
Nitrogen Comm.
PA Fert.
Nutrient Nutrient
Req'd Applied
(lbs/A) (lbs/A)
Res.
(lbs/A)
Manure Liquid Solid
PA ManureA Manure
NutrientA pplied Applied
pplied (acre) (acre)
(lbs/A)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
)
Tract
Field
Source
ID Soil Series
Total
Acres
Use.
Acres Crop
RYE
Applic.
Period
N
N
N
Methlod
N
1000
gal/VA
Tons
1000 gals
tons
10984
10984
10984
10984
10984
10984
10984
10984
10984
10984
10984
10984
10984
10984
10984
10984
10984
10984
10984
10984
10984
10984
2A
2A
2A
2A
2B
2B
2B
2B
Pull l0A
Pull l0A
Pull l0A
Pull l0A
Pull IOB
Pull 1013
Pull IOB
Pull IOB
Pull I IAI
Pull I IA
Pull I IA
Pull I IA
Pull I IB
Pull 11B
U2
S7
U2
S7
U2
S7
U2
S7
U2
S7
U2
S7
U2
S7
U2
S7
U2
S7
U2
S7
U2
S7
Lynchburg
Lynchburg
Lynchburg
Lynchburg
Lynchburg
Lynchburg
Lynchburg
Lynchburg
Lynchburg
Lynchburg
Lynchburg
Lynchburg
Lynchburg
Lynchburg
Lynchburg
Lynchburg
Lynchburg
Lynchburg
Lynchburg
Lynchburg
Lynchburg
Lynchburg
2.31
2.31
2.31
2.31
2.21
2.21
2.21
2.21
3.30
3.30
3.30
3.30
1.48
1.48
1.48
1.48
3.10
3.10
3.10
3.10
1.38
1.38
2.31 Wheat, Grain
2.31 Wheat, Grain
2.31 Soybeans, Manured, Double Crop P
2.31 Soybeans, Manured, Double Crop
2.21 Wheat, Grain
2.21 Wheat, Grain
2.21 Soybeans, Manured, Double Crop
2.21 Soybeans, Manured, Double Crop
3.30 Wheat, Grain
3.30 Wheat, Grain
3.30 Soybeans, Manured, Double Crop
3.30 Soybeans, Manured, Double Crop
1.48 Wheat, Grain
1.48 Wheat, Grain
1.48 Soybeans, Manured, Double Crop
1.48 Soybeans, Manured, Double Crop
3.10 Wheat, Grain
3.10 Wheat, Grain
3.10 Soybeans, Manured, Double Crop
3.10 Soybeans, Manured, Double Crop
1.38 Wheat, Grain
1.38 Wheat, Grain
55 bu.
55 bu.
39 bu.
39 bu.
55 bu.
SS bu.
39 bu.
39 bu.
55 bu.
55 bu.
39 bu.
39 bu.
55 bu.
55 bu.
39 but.
39 bu.
55 bu.
55 bu.
39 bu.
39 bu.
55 bu.
55 bu.
9/1 4/30
9/1-4/30
4/1-9/15
4/1-9/15
9/1-4/30
9/1 4/30
4/1-9/15
4/1-9/15
9/1-4/30
9/1-4/30
4/1-9/15
4/1-9/15
9/1-4/30
9/1-4/30
4/1-9/15
4/1-9/15
9/1 4/30
9/1-4/30
4/1-9/15
4/1-9/15
9/1-4/30
9/1 4/30
*132
*132
156
*156
*132
*132
156
156
*132
*132
*156
*156
*132
*132
156
*156
*132
*132
*156
156
*132
*132
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
p
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Irrig.19
Irrig.
Irrig.
Irrig.
Irrig.
Irri g.
Irrig.
Irrig.
Irrig.
Irrig.
Irrig.
Irrig. 1
Irrig.19
Irrig.
Irrig.
Irrig.
Irri g•
Irri g.
brig.
Irrig.
Irrig.
Irrig.
55
56
100
19
55
56
100
19
55
56
100
55
56
100
19
55
56
100
19
55
7.67
21.97
22.37
39.94
7.67
21.97
22.37
39.94
7.67
21.97
22.37
39.94
7.67
21.97
22.37
39.94
7.67
21.97
22.37
39.94
7.67
21.97
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
17.75
50.84
51.76
92.43
16.96
48.57
49.46
88.32
25.29
72.45
73.77
131.74
11.35
32.51
33.11
59.12
23.74
68.02
69.25
123.67
10.58
30.30
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
585331
Database Version
3.1
Date Printed: 11/26/2003
WUT
Page Page
7 of 12

Waste Utilim
Table
ear 2
Nitrogen Comm.
PA Fert.
Nutrient Nutrient
Req'd Applied
(lbs/A) (lbs/A)
Res.
(lbs/A)
Manure Liquid Solid
PA ManureA Manure
Nutrient pplied Applied
pplied (acre) (acre)
(lbs/A)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)'
Tract
Field
Source
ID Soil Series
Total
Acres
Use.
Acres Crop
RYE
Applic.
Period
N
N
N
Method
N
1000
gaUA
Tons
1000 gals
tons
10984
10984
10984
10984
10984
10984
10984
10984
10984
10984
10984
10984
10984
10984
10984
10984
10984
10984
10984
10984
10984
10984
.Pull 11B
Pull I IB
Pull 12A
Pull 12A
Pull 12A
Pull 12A
Pull 12B
Pull 12B
Pull 12B
Pull 12B
Pull 13A
Pull 13A
Pull 13A
Pull 13A
Pull 13B
Pull 13B
Pull 13B
Pull 13B
Pull 14A
Pull 14A
Pull 14A
Pull 14A
U2
S7
U2
S7
U2
S7
U2
S7
U2
S7
U2
S7
U2
S7
U2
S7
U2
S7
U2
S7
U2
S7
Lynchburg
Lynchburg
Lynchburg
Lynchburg
Lynchburg
Lynchburg
Lynchburg
Lynchburg
Lynchburg
Lynchburg
Lynchburg
Lynchburg
Lynchburg
Lynchburg
Lynchburg
Lynchburg
Lynchburg
Lynchburg
Lynchburg
Lynchburg
Lynchburg
Lynchburg
1.38
1.38
2.85
2.85
2.85
2.85
1.33
1.33
7-1
1.33
1.33
2.51
2.51
2.51
2.51
3.93
3.93
3.93
3.93
0.90
0.90
0.90
0.90
1.38 Soybeans, Manured, Double Crop
1.38 Soybeans, Manured, Double Crop
P
2.85 Wheat, Grain
2.85 Wheat, Grain
2.85 Soybeans, Manured, Double Crop
2.85 Soybeans, Manured, Double Crop
1.33 Wheat, Grain
1.33 Wheat, Grain
1.33 Soybeans, Manured, Double Crop
1.33 Soybeans, Manured, Double Crop
2.51 Wheat, Grain
2.51 Wheat, Grain
2.51 Soybeans, Manured, Double Cro P
2.51 Soybeans, Manured, Double Crop
3.93 Wheat, Grain
3.93 Wheat, Grain
3.93 Soybeans, Manured, Double Crop
3.93 Soybeans, Manured, Double Crop
0.90 Wheat, Grain
0.90 Wheat, Grain
0.90 Soybeans, Manured, Double Crop
0.90 Soybeans, Manured, Double Crop
39 bu.
39 bu.
55 bu.
55 bu.
39 bu.
39 bu.
55 bu.
55 bu.
39 bu.
39 bu.
55 bu.
55 bu.
39 bu.
39 bu.
55 bu.
55 bu.
1 39 bu.
39 bu.
55 bu.
55 bu.
39 bu.
39 bu.
4/1-9/15
4/1-9/15
9/1-4l30
9/1-4/30
4/1-9/15
4/1-9/15
9/1 4/30
9/1-4/30
4/1-9/15
4/1-9/15
9/1-4/30
9/1-4/30
4/1-9/15
4/1-9/15
9/1-4/30
9/1-4/30
4/1-9/15
4/1-9/15
9/14/30
9/14/30
4/1-9/15
4/1-9/15
*156
156
*132
*132
*156
*156
*132
*132
*156
156
*132
*132
156
156
*132
*132
156
156
*132
*132
*156
*156
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Irrig.
Irrig.
Irri g.
Irrig.
fig•
Irrig.
Irrig.
Irrig.
Irrig.
Irrig.
Irri g.
Irrig.
Irrig.
Irrig.
Irrig.
Irrig.
brig.
Irrig.
brig.
Irrig.
Irrig.
Irrig.
56
100
19
55
56
100
19
55
56
100
19
55
56
100
19
55
56
100
19
55
56
100
22.37
39.94
7.67
21,97
22.37
39.94
7.67
21.97
22.37
39.94
7.67
21.97
22.37
39.94
7.67
21.97
22.37
39.94
7.67
21.97
22.37
39.94
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
30.85
55.08
21.83
62.52
63.66
113.68
10.20
29.22
29.75
53.13
19.22
55.06
56.06
100.10
30.17
86.43
88.00
157.14
6.93
19.86
20.22
36.11
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
585331
Database Version
3.1
Date Printed: 11/26/2003
WUT Page Page 8 of 12

Waste IUHL,
Table
ear 2
Nitrogen Comm.
PA Fert.
Nutrient Nutrient
Req'd Applied
(lbs/A) (lbs/A)
Res.
(lbs/A)
Manure Liquid Solid
PA ManureA Manure
Nutrient.A pplied Applied
pplied (acre) (acre)
(lbs/A)
Liquid
Manure
Applied
(Field)
Sclid
Manure
Applied
(Field)
Tract
Field
Source
ID Soil Series
Total
Acres
Use.
Acres Crop
RYE
Applic.
Period
N
N
N
Applic.
Method
N
1000
gal/A
Tons
1000 gals
tons
10984
Pull 14B
U2
Lynchburg
4.07
4.07 Wheat, Grain
55 bu.
9/1-4/30
*132
0
0
brig.
19
7.67
0.00
31.21
0.00
10984
10984
10984
10984
10984
10984
10984
10984
10984
10984
10984
10984
10984
10984
10984
10984
10984
10984
Pull 14B
Pull 14B
Pull 14B,
Pull 15B
Pull 15B
Pull 15B
Pull 15B
Pull 16B
Pull 16B
Pull 16B
Pull 16B
Pull IA
Pull lA
Pull IA
Pull IA
Pull I
Pull 1B
Pull I
S7
U2
S7
U2
S7
U2
S7
U2
S7
U2
S7
U2
S7
U2
S7
U2
S7
U2
Lynchburg
Lynchburg
Lynchburg
Lynchburg
Lynchburg
Lynchburg
Lynchburg
Lynchburg
Lynchburg
Lynchburg
Lynchburg
ynchburg
Lynchburg
Lynchburg
Lynchburg
Lynchburg
Lynchburg
Lynchburg
4.07
4.07
4.07
4.11
4.11
4.11
4.11
3.99
3.99
3.99
3.99
2.35
2.35
2.35
2.35
2.44
2.44
2.44
4.07 Wheat, Grain
4.07 Soybeans, Manured, Double Crop
4.07 Soybeans, Manured, Double Crop
4.11 Wheat, Grain
4.11 Wheat, Grain
4.11 Soybeans, Manured, Double Crop
4.11 Soybeans, Manured, Double Crop
3.99 Wheat, Grain
3.99 Wheat, Grain
3.99 Soybeans, Manured, Double Crop
3.99 Soybeans, Manured, Double Crop
2.35 Wheat, Grain
2.35 Wheat, Grain
2.35 Soybeans, Manured, Double Crop
2.35 Soybeans, Manured, Double Crop
2.44 Wheat, Grain
2.44 Wheat, Grain
2.44 Soybeans, Manured, Double Crop
55 bu.
39 bu.
39 bu.
55 bu.
55 bu.
39 bu.
39 bu.
55 bu.
55 bu.
39 bu.
39 bu.
55 bu.
55 bu.
39 bu.
39 bu.
55 bu.
55 bu.
39 bu.
9/1-4/30
4/1-9/15
4/1-9/15
9/1-4/30
9/1-4/30
4/1-9/15
4/1-9/15
9/1-4/30
9/1 4/30
4/1-9/15
4/1-9115
9/1-4/30
9/1-4/30
4/1-9/15
4/1-9/15
9/1-4/30
9/1-4/30
4/1-9/15
*132
*156
*156
*132
*132
*156
*156
*132
*132
*156
*156
*132
*132
*156
*156
*132
*132
*156
0
0
0
0 1
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
brig.
Inig.
Irri g'
Irrig.
brig.
Irrig.
Mg.
Irrig.
brig.
Irrig.
Irrig.
Irrig.19
brig.
brig.
Irrig.
brig.
Irrig.
brig.
55
56
100
19
55
56
100
19
55
56
100
55
5G
100
19
55
56
21.97
22.37
39.94
7.67
21.97
22.37
39.94
7.67
21.97
22.37
39.94
7.67
21.97
22.37
39.94
7.67
21.97
22.37
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
89.39
91.02
162.53
31.49
90.21
91.85
164.01
30.59
87.61
89.21
159.30
18.02
51.61
52.54
93.83
18.67
53.50
54.50
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
10984
Pull I
S7
Lynchburg
2.44
2.44 Soybeans, Manured, Double Crop
39 bu.
4/1-9/15
*156
0
0
Irrig.
100
39.94
0.00
97.26
0.00
10984
Pull 3A
U2
Lynchburg
2.40
2.40 Wheat, Grain
55 bu.
9/1-4/30
*132
0
0
Irrig.
19
7.67
0.00
18.38
0.00
10984
Pull 3A
S7
Lynchburg
2.40
2.40 Wheat, Grain
55 bu.
9/1-4/30
*132
0
0
Irrig.
55
21.97
0.00
52.64
0.00
585331
Database Version 3.1
Date Printed: 11/26/2003
WUT Page Page 9 of 12

Waste Utiliza, Table
PA
Nutrien
t
Req'd
(lbs/A)
Source Total Use. Applic.
Tract Field ID Soil Series Acres Acres Crop RYE Period N
10984 Pull 3A U2 Lynchburg 2.40 2.40 Soybeans, Manured, Double Crop 39 bu. 4/1-9/15 *156
10984 Pull 3A S7 Lynchburg 2.40 2.40 Soybeans, Manured, Double Crop 39 bu. 4/1-9/15 *156
10984 Pull 3B U2 Lynchburg 2.11 2.11 Wheat, Grain 55 bu. 9/1-4/30 *132
10984 Pull 3B S7 Lynchburg 2.11 2.11 Wheat, Grain 55 bu. 9/1-4/30 *132
10984 Pull 3B U2 Lynchburg 2.11 2.11 Soybeans, Manured, Double Crop 39 bu. 4/1-9/15 *156
10984 Pull 3B S7 Lynchburg 2.11 2.11 Soybeans, Manured, Double Crop 39 bu. 4/1-9/15 *156
10984 Pull 4A U2 Lynchburg 2.06 2.06 Wheat, Grain 55 bu. 9/1-4/30 *132
10984 Pull 4A S7 Lynchburg 2.06 2.06 Wheat, Grain 55 bu. 9/1-4/30 *132
10984 Pull 4A U2 Lynchburg 2.06 2.06 Soybeans, Manured, Double Crop 39 bu. 4/1-9/15 *156
10984 Pull 4A S7 Lynchburg 2.06 2.06 Soybeans, Manured, Double Crop 39 bu. 4/1-9/15 *156
10984 Pull 4B U2 Lynchburg 1.94 1.94 1 Wheat, Grain 55 bu. 9/1-4/30 *132
10984 Pull 4B S7 Lynchburg 1.94 1.94 Wheat, Grain 55 bu. 9/1-4/30 *132
10984 Pull 4B U2 Lynchburg 1.94 1.94 Soybeans, Manured, Double Crop 39 bu. 4/1-9/15 *156
10984 Pull 4B S7 Lynchburg 1.94 1.94 Soybeans, Manured, Double Crop 39 bu. 4/1-9/15 *156
10984 Pull 5A U2 Lynchburg 1.21 1.21 Wheat, Grain 55 bu. 9/1 4/30 *132
10984 Pull 5A S7 Lynchburg 1.21 1.21 Wheat, Grain 55 bu. 9/1-4/30 *132
10984 Pull 5A U2 Lynchburg 1.21 1.21 Soybeans, Manured, Double Crop 39 bu. 4/1-9/15 *156
10984 Pull 5A S7 Lynchburg 1.21 1.21 Soybeans, Manured, Double Crop 39 bu. 4/1-9/15 *156
10984 Pull 5B U2 Lynchburg 1.82 1.82 Wheat, Grain 55 bu. 9/14/30 *132
10984 Pull 5B S7 Lynchburg 1.82 1.82 Wheat, Grain 55 bu. 9/1-4/30 *132
10984 Pull 5B U2 Lynchburg 1.82 1.82 Soybeans, Manured, Double Crop 39 bu. 4/1-9/15 *156
10984 Pull 5B S7 ynchbur9 1.82 1.82 Soybeans, Manured, Double Crop 39 bu. 4/1-9/15 *156
i Comm. Res. Manure Liquid Solid Liquid Solid
Fert. (lbs/A) PA ManureA Manure Manure Manure
Nutrient Nutrieni A pplied Applied Applied Applied
Applied pplied (acre) (acre) (Field) (Field)
Obs/A) (lbs/A)
Applic. 1000
N N Method N gal/A Tons 1000 gals tons
0 0 Irrig. 56 22.37 0.00 53.60 0.00
0 0 Irrig. 100 39.94 0.00 95.71 0.00
0 0 Irrig. 1 19 7.67 0.00 16.171 0.00
0 0 Irrig- 55 21.97 0.00 46.33 0.00
0 0 Irrig. 56 22.37 0.00 47.18 0.00
0 0 Irrig. 100 39.94 0.00 84.241 0.00
0 0 Irrig. 19 7.67 0.00 15.83 0.00
0 0 brig. 55 21.97 0.00 45.34 0.00
0 0 brig. 56 22.37 0.00 46.17 0.00
0 0 Irrig. 100 39.94 0.00 82.45 0.00
0 0 brig. 19 7.67 0.00 14.89 0.00
0 0 brig. 55 21.97 0.00 42.64 0.00
0 0 brig. 56 22.37 0.00 43.42 0.00
0 1 0 Irrig. 100 39.94 0.00 77.53 0.00
0 0 brig. 19 7.67 0.00 9.26 0.00
0 0 Irrig. 55 21.97 0.00 26.52 0.00
0 0 brig. 56 22.37 0.-00 27.00 0.00
0 0 brig. 100 39.94 0.00 48.21 0.00
0 0 Irrig. 19 7.67 0.00 13.99 0.00
0 0 Irrig. 55 21.97 0.00 40.07 0.00
0 0 Irrig. 56 22.37 0.00 40.80 0.00
0 0 Irrig. 100 39.94 0.00 72.86 0.00
585331 Database Version 3.1 Date Printed: 11/26/2003 WUT Page Page 10 of 12
585331 Database Version 3.1 Date Printed: 11/26/2003 WUT Page Page 10 of 12

Waste Utilim- Table
Source
Total
Use.
Applic.
Tract
Field
ID
I Soil Series
Acres
Acres Crop
RYE
Period
10984
Pull 6A
U2
Lynchburg
1.35
1.35 Wheat, Grain
55 bu.
9/1 4/30
10984
Pull 6A
S7
Lynchburg
1.35
1.35 Wheat, Grain
55 bu.
9/1-4/30
10984
Pull 6A
U2
Lynchburg
1.35
1.35 Soybeans, Manured, Double Crop
39 bu.
4/1-9/15
10984
Pull 6A
S7
Lynchburg
1.35
1.35 Soybeans, Manured, Double Crop
39 bu.
4/1-9/15
10984
Pull 6B
U2
Lynchburg
1.67
1.671 Wheat, Grain
55 bu.
9/1 4/30
10984
Pull 6B
S7
Lynchburg
1.67
1.67 Wheat, Grain
55 bu.
9/1-4/30
10984
Pull 6B
U2
Lynchburg
1.67
1.67 Soybeans, Manured, Double Crop
39 bu.
4/1-9/15
10984
Pull 6B
S7
Lynchburg
1.67
1.67 Soybeans, Manured, Double Crop
39 bu.
4/1-9/15
10984
Pull 7A
U2
Lynchburg
1.78
1.78 Wheat, Grain
55 bu.
9/1 4/30
10984
Pull 7A
S7
Lynchburg
1.78
1.78 Wheat, Grain
55 bu.
9/1-4/30
10984
Pull 7A
U2
Lynchburg
1.78
1.78 Soybeans, Manured, Double Crop
39 bu.
4/1-9/15
10984
Pull 7A
S7
Lynchburg
1.78
1.78 Soybeans, Manured, Double Crop
39 bu.
4/1-9/15
10984
Pull 7B
U2
Lynchburg
1.74
1.74 Wheat, Grain
55 bu.
9/1-4/30
10984
Pull 7B
S7
Lynchburg
1.74
1.74 Wheat, Grain
55 bu.
9/1-4/30
10 884
Pull 7B
U2
Lynchburg
1.74
1.74 Soybeans, Manured, Double Crop
39 bu.
4/1-9/15
10984
Pull 7B
S7
Lynchburg
1.74
1.74 Soybeans, Manured, Double Crop
39 bu.
4/1-9/15
10984
Pull 8A
U2
Lynchburg
2.40
2.40 Wheat, Grain
55 bu.
9/1-4/30
10984
Pull 8A
S7
Lynchburg
2.40
2.40 Wheat, Grain
55 bu.
9/1-4/30
10984
Pull 8A
U2
Lynchburg
2.40
2-401 Soybeans, Manured, Double Crop
39 bu.
4/1-9/15
10984
Pull 8A
S7
Lynchburg
2.40
2.40 Soybeans, Manured, Double Crop
39 bu.
4/1-9/I5
10984
Pull 8B
U2
Lynchburg
65
1::]nl.'65
1.65 Wheat, Grain
55 bu.
9/1 4/30
10984
Pull 8B
S7
Lynchburg
1.65 Wheat, Grain
55 bu.
9/1-4/30
Nitrogen
PA
Nutrient
Req'd
(lbs/A)
Comm.
Fert.
Nutrient
Applied
(lbs/A)
Res.
(lbs/A)
Manure Liquid
PA ManureA
Nutrient pplied
pplied (acre)
(lbs/A)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
Applic.
1000
N
N
N
Method
N
gal/A
Tons
1000 gals
tons
*132
0
0
Inig.
19
7.67
0.00
10.38
0.00
0
0
hrig.
55
21.97
0.00
29.72
0.00
*132
0
0
Irrig.
56
22.37
0.00
30.27
0.00
*156
0.00
54.04
0.00
*156
0 0 Irrig. 100 39.94
*132
0
0
Irrig.
19
7.67
0.00
12.82
0.00
0
0
Irrig.
55
21.97
0.00
36.71
0.00
*132
*156
0
0
Irrig.
56
22.37
0.00
37.38
0.00
*156
0
0
Inig.
100
39.94
0.00
66.75
0.00
*132
0
0
brig. 1
19
7.67
0.00
13.61
0.00
*132
0
0
I1rig.
55
21.97
0.00
39.00
0.00
*156
0
0
Irrig.
56
22.37
0.00
39.70
0.00
*156
0
0
hrig.
100
39.94
0.00
70.90
0.00
*132
0
0
Irrig.
19
7.67
0.00
13.31
0.00
*132
0
0
Irrig.
55
21.97
0.00
38.12
0.00
*156
0
0
brig.
56
22.37
0.00
38.81
0.00
*156
0
0
Irrig.
100
39.94
0.00
69.30
0.00
0
0
brig.
19
7.67
0.00
18.38
0.00
*132
*132
0
0
Irrig.
55
21.97
0.00
52.64
0.00
0
0
Irrig.
56
22.37
0.00
53.601
0.00
*156
0
0
Irrig.
100
39.94
0.00
95.71
0.00
*156
0.00
12.66
0.00
*132
0
0
Irrig.
19
7.67
0.00
36.27
0.00
*132
0 0 brig. 55 21.97
585331 Database Version 3.1 Date Printed: 11/26/2003 WUT Page Page 11 of 12

Waste Utilize Table .ear 2
Source
Total
Use.
Applic.
Tract
Field
ID
Soil Series
Acres
Acres
Crop
RYE
Period
10984
Pull 8B
U2
Lynchburg
1.65
1.65
Soybeans, Manured, Double Crop
39 bu.
4/1-9/15
10984
Pull 813
S7
Lynchburg
1.65
1.65
Soybeans, Manured, Double Crop
39 bu.
4/1-9/15
10984
Pull 9A
U2
Lynchburg
3.11
3.11
Wheat, Grain
55 bu.
9/1-4/30
10984
Pull 9A
S7
Lynchburg
3.11
3.11
Wheat, Grain
55 bu.
9/1 4/30
10984
Pull 9A
U2
Lynchburg
3.11
3.11
Soybeans, Manured; Double Crop
39 bu.
4/1-9/15
10984
Pull 9A
87
Lynchburg
3.11
3.11
Soybeans, Manured, Double Crop
39 bu.
4/1-9/15
10984
Pull 913
U2
Lynchburg
1.69
1.69
Wheat, Grain
55 bu.
911 4/30
10984
Pull 9B
S7
Lynchburg
1.69
1.69
Wheat, Grain
55 bu.
9/1 4/30
10984
Pull 9B
U2
Lynchburg
1.69
1.69
Soybeans, Manured, Double Crop
39 bu.
4/1-9/15
10984
Pull 913
S7
Lynchburg
1.69
1.69
Soybeans, Manured, Double Crop
39 bu.
4/1-9/15
Notes: 1. In the tract column, -symbol means leased, otherwise, owned. 2. Symbol * means user entered data.
litrogen
Comm.
Res.
Manure
Liquid
Solid
Liquid
Solid
PA
Fert.
(lbs/A)
PA
ManureA
Manure
Manure
Manure
Jutrient
Nutrient
NutrieniA
pplied
Applied
Applied
Applied.
Req'd
Applied
pplied
(acre)
(acre)
(Field)
(Field)
(lbs/A)
(lbs/A)
Applic.
(lbs/A)
1000
N
N
N
Method
N
gal/A
Tons
1000 gals
tons
*156
0
0
Irrig.
56
22.37
0.00
36.93
0.00
*156
0
0
Irrig.
100
39.94
0.00
65.95
0.00
*132
0
0
1 Irrig.
19
7.67
0.00
23.86
0.00
*132
0
0
Irrig.
55
21.97
0.00
68.35
0.00
*156
0
0
Irrig.
561 22.37 0.00
69.59
0.00
*156
0
0
Irrig.
100 39.94 0.00
124.27
0.00
*132
0
0
Irrig.
19 7.67 0.00
12.95
0.00
*132
0
0
Irrig.
55 21.97 0.00
37.11
0.00
*156
0
0
Irrig.
56 22.37 0.00
37.78
0.00
*156
0
0
Irrig.
100 39.94 0.00
67.47
0.00
Total Applied, 1000 gallons
6,360.00
Total Produced, 1000 gallons
4,111.90
Balance, 1000 gallons
-2,248.10
Total Applied, tons
0.00
Total Produced, tons
0.00
Balance, tons
0.00
585331 Database Version 3.1 Date Printed: 11/26/2003 WUT Page Page 12 of 12

The Irrigation Application Factors for each field in this plan are shown in the following table. Infiltration rate varies with soils. If
applying waste nutrients through an irrigation system, you must apply at a rate that will not result in runoff. This table provides the
maximum application rate per hour that may be applied to each field selected to receive wastewater. It also lists the maximum
application amount that each field may receive in any one application event.
Irrigation Application Factors
Tract
Field
Soil Series
Application Rate
(inchesihour)
Application Amount
(inches)
10984
2A
Lynchburg
0.50
1.0
10984
2B
Lynchburg
0.50
1.0
10984
Pull10A
Lynchburg
0.50
1.0
10984
Pull10B
Lynchburg
0.50
1.0
10984
Pull 11A
Lynchburg
0.50
1.0
10984
Pull 11B
Lynchburg
10.50
1.0
10984
Pull12A
Lynchburg
0.50
1.0
10984
Pull12B
Lynchburg
0.50
1.0
10984
Pull13A
Lynchburg
0.50
1.0
10984
Pull13B
Lynchburg
0.50
1.0
10984
Pull14A
Lynchburg
0.50
1.0
10984
Pull14B
Lynchburg
0.50
1.0
10984
Pull15B
Lynchburg
0.50
1.0
109847
Pull16B
Lynchburg
0.50
1.0
10984
Pull IA
Lynchburg
0.50
1.0
10984
PullIB
Lynchburg
0.50
1.0
10984
Pull3A
Lynchburg
0.50
1.0
10984
Pull3B
Lynchburg
0.50
1.0
10984
Pull4A
Lynchburg
0.50
1.0
10984
Pull4B
Lynchburg
0.50
1.0
10984
Pull5A
Lynchburg
0.50
1.0
10984
Pull5B
Lynchburg
0.50
1.0
10984
Pull6A
Lynchburg
0.50
1.0
10984
Pull6B
Lynchburg
0.50
1.0
10984
Pull7A
Lynchburg
0.50
1.0
10984
Pull7B
Lynchburg
0.50
1.0
10984
Pull8A
Lynchburg
0.50
1.0
10984
Pull8B
Lynchburg
0.50
1.0
10984
Pull9A
Lynchburg
0.50
1.0
10984
Pull9B
Lynchburg
0.50
1.0
585331 Database Version 3.1 Date Printed 11/26/2003 IAF Page Page 1 of 1
NOTE: Symbol * means user entered data.

The following Lagoon Sludge Nitrogen Utilization table provides an estimate of the number of acres needed for sludge
utilization for the indicated accumulation period. These estimates are based on average nitrogen concentrations for each source,
the number of animals in the facility and the plant available nitrogen application rates shown in the second column.
Lagoon sludge contains nutrients and organic matter remaining after treatment and application of the effluent. At clean out, this
material must be utilized for crop production and applied at agronomic rates. In most cases, the priority nutrient is nitrogen but
other nutrients including phosphorous, copper and zinc can also be limiting. Since nutrient levels are generally very high,
application of sludge must be carefully applied.
Sites must first be evaluated for their suitability for sludge application. Ideally, effluent spray fields should not be used for
sludge application. If this is not possible, care should be taken not to load effluent application fields with high amounts of
copper and zinc so that additional effluent cannot be applied. On sites vulnerable to surface water moving to streams and lakes,
phosphorous is a concern. Soils containing very high phosphorous levels may also be a concern.
Lagoon Sludge
Nitrogen
Utilization Table
Maximum
Maximum Sludge
Crop
PA-N Rate
Application Rate
Minimum Acres
Minimum Acres
Minimum Acres
lb/ac
1000 gal/ac
5 Years Accumulation
10 Years Accumulation
15 Years Accumulation
Swine Feeder
-Finish Lagoon Sludge
- Standard
Corn 120 bu
150'
13.16
48.89
97.78
146.68
Hay 6 ton R.Y.E.
300
F 26.32
24.45
48.89
73.34
Soybean 40 bu
160
14.04
45.84
91.67
137.51
------------------------------------------------------------------------ --- -- _
585331 Database Version 3.1 Date Printed: 11-26-2003 Sludge Page Page 1 of

The Available Waste Storage Capacity table provides an estimate of the number of days of storage capacity available
at the end of each month of the plan. Available storage capacity is calculated as the design storage capacity in days
minus the number of days of net storage volume accumulated. The start date is a value entered by the user and is
defined as the date prior to applying nutrients to the first crop in the plan at which storage volume in the lagoon or
holding pond is equal to zero.
Available storage capacity should be greater than or equal to zero and less than or equal to the design storage
capacity of the facility. If the available storage capacity is greater than the design storage capacity, this indicates that
the plan calls for the application of nutrients that have not yet accumulated. If available storage capacity is negative,
the estimated volume of accumulated waste exceeds the design storage volume of the structure. Either of these
situations indicates that the planned application interval in the waste utilization plan is inconsistent with the
structure's temporary storage capacity.
Available Waste Storat*e Canacitv
Source Name
Cascade Nursery Liquid Lagoon
Design Storage Capacity (Days)
Start Date
9/1
180
Plan Year Month
Available Storage Capacity (Days)
1
1
28
1
2
146
1
3
180
1
4
180
1
5
180
1
6
180
1
7
149
1
8
118
1
9
180
1
10
180
1
11
180
1
12
149
2
1
180
2
2
180
2
3
180
2
4
180
2
5
180
2
6
180
2
7
180
2
8
180
2
9
180
2
10
149
2
11
119
2 1
12
88
" Available Storage Capacity is calculated as of the end of each month.
-------------------------------------------------------------------------------------------------------------------------------------------------------------
585331 Database Version 3.1 Date Printed: 11-26-2003 Capacity Page Page 1 of 2

Available Waste Storaee Canacit�
Source Name
I Swine Feeder -Finish Lagoon Liquid
Design Storage Capacity (Days)
Start Date
9/1
180
Plan Year
Month
Available Storage Capacity (Days)
1
1
28
1
2
56
1
3
81
1
4
1 107
1
5
132
1
6
158
1
7
127
1
8
96
1
9
122
1
10
119
1
11
117
1
12
100
2
1
83
2
2
83
2
3
108
2
4
162
2
5
180
2
6
180
2
7
180
2
8
180
2
9
178
2
10
147
2 1
11
117
2
12
86
* Available Storage Capacity is calculated as of the end of each month.
----------------------------------------------------------------------------------------------------------------------------------- --------------------
585331 Database Version 3.1 Date Printed: 11-26-2003 Capacity Page Page 2 of 2

Required Specifications For Animal Waste Management
1. Animal waste shall not reach surface waters of the state by runoff, drift,
manmade conveyances, direct application, or direct discharge during operation
or land application. Any discharge of waste that reaches surface water is
prohibited.
2. There must be documentation in the design folder that the producer either owns
or has an agreement for use of adequate land on which to properly apply the
waste. If the producer does not own adequate land to properly dispose of the
waste, he/she shall provide evidence of an agreement with a landowner, who is
within a reasonable proximity, allowing him/her the use of the land for waste
application. It is the responsibility of the owner of the waste production facility to
secure an update of the Nutrient Management Plan when there is a change in the
operation, increase in the number of animals, method of application, receiving
crop type, or available land.
3. Animal waste shall be applied to meet, but not exceed, the nitrogen needs for
realistic crop yields based upon soil type, available moisture, historical data,
climatic conditions, and level of management, unless there are regulations that
restrict the rate of applications for other nutrients.
4. Animal waste shall be applied to land eroding less than 5 tons per acre per year.
Waste may be applied to land eroding at more than 5 tons per acre per year but
less than 10 tons per acre per year provided grass filter strips are installed where
runoff leaves the field (see USDA, NRCS Field Office Technical Guide Standard
393 - Filter Strips).
5. Odors can be reduced by injecting the waste or by disking after waste application.
Waste should not be applied when there is danger of drift from the land
application field.
6. When animal waste is to be applied on acres subject to flooding, waste will be soil
incorporated on conventionally tilled cropland. When waste is applied to
conservation tilled crops or grassland, the waste may be broadcast provided the
application does not occur during a season prone to flooding (see "Weather and
Climate in North Carolina" for guidance).
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.
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585331 Database Version 3.1 Date Printed: 11/26/2003 Specification Page 1

8. Animal waste shall not be applied to saturated soils, during rainfall events, or
when the soil surface is frozen.
9. Animal waste shall be applied on actively growing crops in such a manner that
the crop is not covered with waste to a depth that would inhibit growth. The
potential for salt damage from animal waste should also be considered.
10. Nutrients from waste shall not be applied in fall or winter for spring planted
crops on soils with a high potential for leaching. Waste/nutrient loading rates on
these soils should be held to a minimum and a suitable winter cover crop planted
to take up released nutrients. Waste shall not be applied more than 30 days prior
to planting of the crop or forages breaking dormancy.
11. Any new swine facility sited on or after October 1, 1995 shall comply with the
following: The outer perimeter of the land area onto which waste is applied from
a lagoon that is a component of a swine farm shall be at least 50 feet from any
residential property boundary and canal. Animal waste, other than swine waste
from facilities sited on or after October 1,1995, shall not be applied closer that 25
feet to perennial waters.
12. Animal waste shall not be applied closer than 100 feet to wells.
13. Animal waste shall not be applied closer than 200 feet of dwellings other than
those owned by the landowner.
14. Waste shall be applied in a manner not to reach other property and public
right-of-ways.
15. Animal waste shall not be discharged into surface waters, drainageways, or
wetlands by a discharge or by over -spraying. Animal waste may be applied to
prior converted cropland provided the fields have been approved as a land
application site by a "technical specialist". Animal waste shall not be applied on
grassed waterways that discharge directly into water courses, and on other
grassed waterways, waste shall be applied at agronomic rates in a manner that
causes no runoff or drift from the site.
16. Domestic and industrial waste from washdown facilities, showers, toilets, sinks,
etc., shall not be discharged into the animal waste management system.
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585331 Database Version 3.1 Date Printed: 11/26/2003 Specification Page 2

17. A protective cover of appropriate vegetation will be established on all disturbed
areas (lagoon embankments, berms, pipe runs, etc.). Areas shall be fenced, as
necessary, to protect the vegetation. Vegetation such as trees, shrubs, and other
woody species, etc., are limited to areas where considered appropriate. Lagoon
areas should be kept mowed and accessible. Berms and structures should be
inspected regularly for evidence of erosion, leakage, or discharge.
18. If animal production at the facility is to be suspended or terminated, the owner is
responsible for obtaining and implementing a "closure plan" which will eliminate
the possibility of an illegal discharge, pollution, and erosion.
19. Waste handling structures, piping, pumps, reels, etc., should be inspected on a
regular basis to prevent breakdowns, leaks, and spills. A regular maintenance
checklist should be kept on site.
20. Animal waste can be used in a rotation that includes vegetables and other crops
for direct human consumption. However, if animal waste is used on crops for
direct human consumption, it should only be applied pre -plant with no further
applications of animal waste during the crop season.
21. Highly visible markers shall be installed to mark the top and bottom elevations of
the temporary storage (pumping volume) of all waste treatment lagoons.
Pumping shall be managed to maintain the liquid level between the markers. A
marker will be required to mark the maximum storage volume for waste storage
ponds.
22. Waste shall be tested within 60 days of utilization and soil shall be tested at least
annually at crop sites where waste products are applied. Nitrogen shall be the
rate -determining nutrient, unless other restrictions require waste to be applied
based on other nutrients, resulting in a lower application rate than a nitrogen
based rate. Zinc and copper levels in the soils shall be monitored and alternative
crop sites shall be used when these metals approach excessive levels. pH shall be
adjusted and maintained for optimum crop production. Soil and waste analysis
records shall be kept for a minimum of five years. Poultry dry waste application
records shall be maintained for a minimum of three years.
Waste application records for all other waste shall be maintained for five (5)
years.
a
23. Dead animals will be disposed of in a manner that meets North Carolina
regulations.
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585331 Database Version 3.1 Date Printed: 11/26/2003 Specification Page 3

Crop Notes
The following crop note applies to field(s): 2A, 2B, Pull 10A, Pull IOB, Pull 11A, Pull 11B, Pull 12A,
Pull 12B, Pull 13A, Pull 13B, Pull 14A, Pu
Corn l: CP, Mineral Soil, low -leachable
In the Coastal Plain, corn is normally planted when soil temperatures reach 52 to 55 degrees fahrenheit.
Review the Official Variety "green book" and information from private companies to select a high
yielding variety with the characteristics needed for your area and conditions. Plant 1-2" deep. Plant
populations should be determined by the hybrid being planted. Increase the seeding rate by 10% when
planting no -till. Phosphorus and potassium recommended by a soil test can be broadcast or banded at
planting. When planting early in cool, wet soil, banded phosphorus will be more available to the young
plants. An accepted practice is to apply 20-30 lbs/acre N and 20-301bs/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 of N is dependent on soil type. When including a starter in the
fertilizer program, the recommended potassium and any additional phosphorus is normally broadcast at
planting. Plant samples can be analyzed during the growing season to monitor the overall nutrient status
of the corn. Timely management of weeds and insects are essential for corn production.
The following crop note applies to field(s): 2A, 213, Pull 1 OA, Pull 1OB, Pull 11A, Pull 11B, Pull 12A,
Pull 12B, Pull 13A, Pull 13B, Pull 14A, Pu
Wheat: Coastal Plain, Mineral Soil, low -leachable
In the Coastal Plain, wheat should be planted from October 20-November 25. Plant 22 seed/drill row foot
at 1-1 1/2" deep and increase the seeding rate by 5% for each week seeding is delayed beyond the
optimum time. See the seeding rates table for applicable seeding rate modifications in the current NCSU
"Small Grain Production Guide". Also, increase the initial seeding rate by at least 10% when planting
no -till. Adequate depth control when planting the wheat is essential. Review the NCSU Official Variety
"green book" and information from private companies to select a high yielding variety with the
characteristics needed for your area and conditions. Apply no more than 30 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 total N is dependent on the soil type. Plant
samples can be analyzed during the growing season to monitor the nutrient status of the wheat. Timely
management of diseases, insects and weeds are essential for profitable wheat production.
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585331 Database Version 3.1 Date Printed: 11-26-2003 Crop Note Page Page 1 of 2

The following crop note applies to field(s): 2A, 2B, Pull 10A, Pull 10B, Pull 11A, Pull 11B, Pull 12A,
Pull 12B, Pull 13A, Pull 13B, Pull 14A, Pu
Double -Crop Soybeans, Coastal Plain: Mineral Soil, low -leachable
Double -crop soybeans should be planted as early in June as possible with planting completed by July 4th.
When no -tilling soybeans in small grain straw, it is essential to manage the straw to achieve adequate
plant populations. Review the NCSU Official Variety "green book" and information from private
companies to select a high yielding variety with the characteristics needed for your area and conditions.
Plant 24 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.
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585331 Database Version 3.1 Date Printed: 11-26-2003 Crop Note Page Page 2 of 2

Black River Farms LLC
James C _ Moore
�npson Soil & Water
Date_ 1112012003
Conservation Map
Clinton
SWCD
Greer Moore
Legend
3
roads N
'SDA 1000 0 1000 _ _ 2000 Feet

EMERGENCY ACTION PLAN
PHONE NUMBERS
DIVISION OF WATER QUALITY (DWQ) y'lo- 5/0c_
EMERGENCY MANAGEMNET SERVICES (EMS) 9, i
SOIL AND WATER CONSERVATION DISTRICT (SWCD)
NATURAL RESOURCES CONSERVATION SERVICE (NRCS) -
COOPERATIVE EXTERSION SERVICE (CES)
This plan will be implemented in the event that wastes from your operation are leaking,
overflowing or running off site. You should not wait until wastes reach surface waters
or leave you property to consider that you have a problem. You should make every
effort to ensure that this does not happen. This plan should be posted in an accessible
location for all employees at the facility. The following are some action items you should
take.
1. Stop the release of wastes. Depending on the situation, this may ore may not be
possible. Suggested responses to some possible problems are listed belwo.
A. Lagoon overflow -possible solutions are:
a. Add soil to berm to increase elevation of dam.
b. Pump wastes to fields at an acceptable rate.
c. Stop all flows to the lagoon immediately.
d. Call a pumping contractor.
e. Make sure no surface water is entering lagoon.
B. Runoff from waste application field -actions include:
a. Immediately stop waste application.
b. Create a temporary diversion to contain waste.
c. Incorporate waste to reduce runoff.
d. Evaluate and eliminate the reason(s) that cause the runoff.
e. Evaluate the application rates for the fields where runoff occurred.
C. Leakage from the waste pipes and sprinklers -action include:
a. Stop recycle pump.
b. Stop irrigation pump.
c. Close valves to eliminate further discharge.
d. Repair all leaks prior to restarting pumps.
D. Leakage from flush systems, houses, solid separators -action include:
a. Stop recycle pump.
b. Stop irrigation pump.
c. Make sure siphon occurs.
d. Stop all flows in the house, flush systems, or solid separators.
E. Leakage from base or sidewall of lagoon. Often this is seepage as opposed
to flowing leaks -possible action:
a. Dig a small sump or ditch from the embankment to catch all
seepage, put in a submersible pump, and pump back to lagoon.
b. If holes are caused by burr[� animals, trap or remove animals and fill
holes and compact with a clay type soil.
c. Have a professional evaluate the condition of the side walls and lagoon
bottom as soon as possible.
1

2. Assess the extent of the spill and note any obvious damages.
a. Did the waste reach any surface waters?
b. Approximately how much was released and for what duration?
c. Any damage notes, such as employee injury, fish kills, or property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
f. Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger (either on or off the property)?
h. How much reached surface waters?
3. Contact appropriate agencies.
a. During normal business hours call your DWQ regional office; Phone - -. After
hours, emergency number: 919-733-3942. Your phone call should include: your
name, facility number, telephone number, the details of the incident from item 2
above, the exact location of the facility, the location or direction of movement of
the spill, weather and wind conditions. The corrective measures that have been
under taken, and the seriousness of the sitution.
b. If spill leaves property or enters surface waters, call local EMS phone number.
c. Instruct EMS to contact local Helath Department.
d. Contact CEs, phone number - , local SWCD office phone number - -, and local
NRCS office for advice/technical assistance phone number - -.
4. If none of the above works call 911 or the Sheriff's Department and explain you
problem to them and ask the person to contact the proper agencies for you.
5. Contact the contractor of your. choice to begin repair or problem to minimize off -
site damage.
a. Contractors Name: 5j-1.4R�g
b. Contractors Address: j
c. Contractors Phone:
6. Contact the technical specialist who certified the lagoon (NRCS, Consulting
Engineer, etc.)
a. Name: d
b. Phone:
7. Implement procedures as advised by DWQ and technical assistance agencies to
rectify the damage, repair the system, and reassess the waste managment plan to
keep problems with release of wastes from happening again.
2

INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS
Source Cause
BMP's to Minimize Odor Site Specific Practices
(Liquid Systems) —
Flush Gutters Accumulation of solids
Flush system is designed and operated
sufficiently to remove accumulated
s Ids from gutters as designed.
Remove bridging of accumulated solids at
discharge
Lagoons and Pits Crusted Solids
� Maintain lagoons, settling basins and
pits where pest breeding is apparent to
minimize the crusting of solids to a depth
of no more than 6-8 inches over more than
30 of surface.
Excessive Vegetative Decaying vegetation
Maintain vegetative control along banks of
Growth
lagoons and other impoundments to prevent
accumulation of decaying vegetative matter
along water's edge on impoundment's perimeter.
Feeders
Storage
Animal Holding Areas
0IC--November 11, 1996
(Dry �oms)
Feed Spillage Design, operate and maintain feed systems (e.g.,
bunkers and troughs) to minimize the accumulation
of eying wastage.
Z'Vlean up spillage on a routine basis (e.g. 7-10 day
int al during summer; 15-30 day interval during winter).
Accumulations of feed residues Reduce moisture accumulation within and around
immediate perimeter of feed storage areas by
insuring drainage away from site and/or providing
adequate containment (e.g., covered bin for
brewer's grain and similar high moisture grain
producis).
( spact for and remove or break up accumulated
solids in filter strips around feed storage as needed.
Accumulations of animal wastes Eliminate low area that trap moisture along fences,
and feed wastage and other locations where waste accumulates and
and turbance by animals is minimal.
aintain fence rows and filter strips around animal
holding areas to minimize accumulations of wastes
(i.e. inspect for and remove or break up accumulated
solids as needed).

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

SWINE FARM WASTE MANAGEMENT ODOR CONTROL CHECKLIST
'Source Cause BMP's to Minimize Odor Site Specific Practices
Farmstead Swine production Vegetative or wooded buffers;
Recommended best management
p ices;
Good judgment and common sense
Animal body surfaces Dirty manure -covered animals () Dry floors
Floor surfaces Wet manure -covered floors SI ad floors;
Waterers located over slotted floors;
1 ) Fe ere at high and of solid floors;
Sc
Pe manure buildup from floors;
Underfloor ventilation for drying
Manure collection pits
Ventilation exhaust fans
Indoor surfaces
Urine
)_�requant manure removal by flush,pit
rec fge,or scrape
Parital micorbial decomposition
Underfloor ventilation
Volatile gases;
Fan intenance;
Dust
ficient air movement
Dust
Washclown between groups of animals
( ) Feed additives;
( ) Feeder covers;
( 1 Feed delivery downspout extenders to
feeder covers
Flush tanks
Agitation of recycled lagoon
() Flush tank covers
liquid whiles tanks are filling
() Extend fill lines to near bottom of
tank5L•with anti -siphon vents
Flush alleys
Agitation during wastewater
1 Underfloor flush with underfloor
conveyanance
ventilation
Pit recharge points
Agitation of recycled lagoon
() Extend rechard lines to near bottom of
liquid while pits are filling
pits with anti -siphon vents
Lift stations
Agitation during sump tank filling
() Sump tank covers
and drawdown
Outside drain collection
Agitation during wastewater
() Box covers
or junction boxes
conveyance
End of drainpipes at lagoon
Agitation during wastewater
() Extend discharge point of pipes
underneath lagoon liquid level
Lagoon surfaces
Volatile gas emissionslagoon
liquid capacity
Biological mixing
orr `lagoon startup procedures
Agitation
( um surface area -to -volume ratio
Minimum agitation when pumping
( ) Mechanical aeration
( ) Proven biological additives
Irrigation sprinkler nozzles
High pressure agitation
Irri a on dry days with little or no wind
Wind draft
Minimum recommended operation pressure
() Pump intake near lagoon liquid surface
() Pump from second -stage lagoon
1OC--November 11. 1996

Storage tank or basin Partial microbial decomposition
() Bottom or midlevel loading
surface Mixing while filling
O Tank covers
Agitation when emptying
() Basin surface mats of solids
( ) Proven biological additives or oxidants
Settling basin surface Partial micobial decomposition
() Extend drainpipe outlets underneath liquid
Mixing while filling
level
Agitation when emptying
( ) Remove settled solids regularly
Manure, slurry or sludge Agitation when spreading
I I Soil injection of slurry/sludges
spreader outlets Volatile gas emissions
() Wash residual manure from spreader after use
l l Proven biological additives or oxidants
Uncovered manure, slurry Volatile gas emissions while drying
(! Soil infection of slurry/sludges
or sludge on field surfaces
() Soil incorporation within 48 hours
() Spread in thin uniform layers for rapid drying
( ) Proven biological additives or oxidants
Dead animals Carcass decomposition
Proper disposition of carcasses
Dead animal disposal Carcass decomposition
( ) Complete covering of carcasses in burial pits
pits
( ) Proper location/construction of disposal pits
Incinerators Incomplete combustion
() Seco ary stack burners
Standing water around Improper drainage
rode and landscape such that water drains
facilities Microbial decomposition of
away from facilities
organic matter
Manure tracked onto public Poorly maintained access roads
Farm access road maintenance
roads from farm access
Additional Information:
Available From:
Swine Manure Management; 0200 Rule/BMP Packet
NCSU-County Extension Center
Swine Production Farm Potential Odor Sources and Remedies, EBAE
Fact Sheet NCSU-BAE
Swine Production Facility Manure Management: Pit Recharge --Lagoon Treatment; EBAE 128-88 NCSU-BAE
Swine Production Facility Manure Management: Underfloor Fluse--Lagoon Treatment; EBAE 129-88 NCSU-BAE
Lagoon Desig and Management for Livestock Manure Treatment and
Storage; EBAE 103-83 NCSU-BAE
Calibration of Manure and Wastewater Application Equipment; EBAE
Fact Sheet NCSU-BAE
Controlling Odors from Swine Buildings; PIH-33
NCSU-Swine Extension
Environmental Assurenc Program: NPPC Manual
NC Pork Produces Assoc
Options for Managing Odor; a report from the Swine Odor Task Force
NCSU Agri Communications
Nuisance Concerns in Animal Manure Management: Odors and Flies; PRO107, 1995 Conference Proceedings Florida Cooperative Extension
The issues checked ( ) pertain to this operation. The landowner/integrator agrees to use sound judgment in applying
odor control measures as practical.
I certify the aforementioned odor control Best Managment Practices have been reviewed with me.
C-' - y -- --
kandownel .Signature)
J
AMOC--November 11 1996

MORTALITY MANAGEMENT METHODS
(check which method(s) are being implemented)
( ) Burial three feet beneath the surface of the ground within 24 hours
after knowledge of the death. The burial be at least 300 feet from
any flowing steam or public body of water.
-� Rendering at a rendering plant licensed under G. S. 106-168.7
( ) Complete incineration
( ) In the case of dead poultry only, placing in a disposal pit of a size and
design 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)

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

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

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

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

Practice water conservation ---minimize building water usage and
spillage from leaking waterers, broken pipes and washdown through
proper maintenance and water conservation.
Minimize feed wastage and spillage by keeping feeders adjusted. This
will reduce the amount of solids entering the lagoon
Management:
Maintain lagoon liquid level between the permanent storage level and
the full temporary storage level.
Place visible markers or stakes on the lagoon bank to show the
minimum liquid level and the maximum liquid lever (Figure 2-1).
Start irrigating at the earliest possible date in the spring based on
nutrient requirements and soil moisture so that temporary storage
will be maximized for the summer thunderstorm season. Similarly,
irrigate in the late summer/early fall to provide maximum lagoon
storage for the winter.
The lagoon liquid level should never be closer than 1 foot to the lowest
point of the dam or embankment.
Do not pump the lagoon liquid level lower that the permanent storage
level unless you are removing sludge.
Locate float pump intakes approximately 18 inches underneath the liquid
surface and as far away from the drainpipe inlets as possible.
Prevent additions of bedding materials, long-stemmed forage or vegetation,
molded feed, plastic syringes, or other foreign materials into the lagoon.
Frequently remove solids from catch basins at end of confinement houses or
wherever they are installed.
Maintain strict vegetation, rodent, and varmint control near lagoon edges.
Do not allow trees or large bushes to grow on lagoon dam or embankment.
Remove sludge from the lagoon either when the sludge storage capacity is
full or before it fills 50 percent of the permanent storage volume.
If animal production is to be terminated, the owner is responsible for
obtaining and implementing a closure plan to eliminate the possibility of a
pollutant discharge.
Sludge Removal:
Rate of lagoon sludge buildup can be reduced by:

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

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

i

r
it �Ijv-'j
RA—
1 inch equals 500 feet
1
i

)eY-a,toY`=Casca-'a Finish County: Sampson
-.stance to naa'rest residence (other than owner)-.
AVERAGE LIVE WEIGHT (ALW)
0 sows (farrowto finish)
0 sows ( farrow {l.o feeder)
3900 dead (finishing only)
0 sows (farrow to wean)
0 head ( wean to feeder)
)
Describe other -
Date..: 04/04/ 97
3000.0 feet
x 1417
lbs.
= 0
lbs
522
lbs. -
0
lbs
x 135
lbs.
- 526500
lbs
x 4.-"3
lbs.
0
lbs
:t 30
lbs.
0
lbs
0
Total Average Live Weight. = 526500 lbs
.. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 526500 lbs. ALW x Treatment Volume(CF)/lb. ALW
Treatment Volume(CF)/lb . ALW = 1 CF/lb . ALW
Volume = 525500 cubic feet
STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic fait
TOTAL DESIGNED VOLUME.
Inside top length (feet.)-400.0
Inside top width 250.0
Top of dike, elevation (feet) ___....._.._..._.._.._ _,.. 51.5
Bottom of lagoon elevation (foot )- - - -- - 40 .5
Freaboard 1.0
,�'Iide slopes ( inside lagoon )._..___.__-- 3.0 - 1
Total design volume using prismoidal formula
SS/E PdD1 SS/END2 SS/ IDE1 S / SIDE2 LENGTH WIDTH DEPTH
3 .0 3 .0 3 .0 .0 394 .0 244 .0 10.0
AREA OF TOP
LENGTH -= WIDTH =
394.0 244.0
AREA OF BOTTOM
LENGTH * WIDTH =
334,0 104.0
951316, ( AREA OF TOP)
61456 ( AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH, WIDTH 11: 4
364.0 214.0 311584 ( AREA OF MIDSECTION 4 )
CU . FT. = [AREA TOE-`' + (4 4=AREA 111IDSECTION) AREA BOTTOM..] DEPTH/6
95136.0 311584.0 6145161.0 1.7
Total Designed Volume Available = 7319G0 CU. FT.

TEMPORARY STORAGE REQUIRED
DRAINAGE AREA
Lagoon ( top of dike)
Length w Width
400.0 250.0 100000.0 square feet
Buildings (roof and lot water)
0.0 square feet
Describe this area.
TOTAL DA 100000.0 square feet
Design temporary storage period to be
180 days.
^. Volume: of waste produced
Feces & urine production in gal./day per
135 lb. ALW 1.37
Volume = 526500 lbs . ALW/135 lbs . ALW * 1.37 gal/day 180 days
Volume = 961740 gals. or 128574.9 cubic feet
E . 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 recirculat
the lagoon water are accounted for in 5A
Volume. = 0.0 gallons/day
180 days storage/7.48 gallons
Volume = 0.0 cubic feet
per CC`"
C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds
evaporation by largest amount.
180 days excess rainfall
7.0 inches
Volume = 7.0 in W DA / 12 inches per
foot
Volume = 58333.3 cubic feet

Volume of 25 year ._ 24 hour storm
Volume = 7.0 inches 112 inches per foot DA
Volume: = 58333.3 cubic feet
TOTAL "REQUIRED TEMPORARY STORAGE
5A . 128575 Cubic feet
58. 0 cubic feet
5C. 58333 cubic feet
5D. 58333 cubic feet
TOTAL 245242 cubic feet a3- 9�
SUMMARY �
Temporary storage period=====_______________> 100 days
.rainfall in excess of evapor ation=====______> 7.0 inches
25 year -. '214 hour rainfall=._________________} 7.0 inChea
1.0 feet r
Side Jl qp cS__���=^^!!.":.',=,,: .'`'.' W'y:�.�'.�'.w'��==_."=___�.�'.Y :'�w.'.":y% /3�.//0�� .L _
lnsilae top 1Wn 7r;} _ ____ __`__ -_� __'_ :�} 400.0 feet
Insides.: top 250.0 feet
Top of dike vlv'vatign--= ___==_ _ _-- -_ - - } 51.5 feet-"
Bottom of lagoon 40.5 feet �
Total required Volume=====_ =w.====______ _-__} 771742 u . -f:•t ,.
Actual design Volume=________ _____.___-__w-_-} 781 360 Cu. f'` .
Seasonal high Watertable elevation (SHWT )___> 4131.0 feet
Step pumping k1W'v' ._____ _ _ __________ __ __._} 47.7 feet
Must be > or = to the SHWT elev.====______> 43.0 -feet
Must be or = to min. req. tr eatma nt it ._> 46.5 feet
Required minimum treatment volume=====______> 526500 cu. -ft.
Volume at stop pumping elevation=====_______,. 527522 cu. ft.
%Start pumping 49.8 feet
Must be at bottom of freeboard & 25 yr, rainfall
Actual volume less 25 yr . - 24 hr. . rainfal.l==> 723627 cu. ft .
Volume a'�.v.r
t start pumping r✓lavation======___= => 715599 Gl,l. ft.
Required volume to be pumped 186�'08 cu. ft .
Actual volume planned to be pumped=======__-_} 188077 cu. ft.
Min t11iC('rrc � of soil liner Whim i�„equired=—==> 1.6 f�: at
APPROVED BY
DATE : #411f DATE
NOTE: SEE ATTACHED WASTE UTILI7ATION PLAN
COMMENTS:

SHEET I OF 2
OPERATION AND MAINTENANCE PLAN
This lagoon is designed .for waste treatment ( permanent storage) and
180 days of temporary storage. The time: required for the planned
fluid level (permanent and temporary storage) to be reached may 'vary
due to site conditions, weather, flushing operations, and the amount
of frC.JII water added to thC"�: syJl..Vlrl.
-fife; designed temporary cJ"' stora, e; consi
sts ists of 180 days storage for
(1) waste from animals and (2) excess rainfall after evaporation. Also
included is storage for the 25 year -- 24 hour storm for the location.
The 'volume of waste generated from a given number of animals will be
fairly constant throughout the year and from year to year, but excess
rainfall will glary from year to year. The 25 year rainfall will not
be a factor to consider in an annual pumping cycle, but this storage
volume must always be. available.
A maximum elevation is determined in each deli 3n to begin
pumping and this is usually the outlet invert of pipo(s) from
buildings). if the outlet pipe is not installed at the elevation to
begin pumping, a permanent marker must by installed at this elevation
to indicate when pumping should begin. An elevation must be established
to stop pumping to maintain lagoon treatment depth.
Pumping can be started or ;topped at any time between these two
elevations for operating convenience as site conditions permit, such as
weather, soils, crop, and equipment in order to apply waste without
runoff or leaching.
Land application of waste water is recoonized as an acceptable
method of disposal. Methods of application include: solid set,
center pivot, ;Huns, and traveling gun irrigation. Cary: should be v
taken when applying waste to prevent damage to crops.
The following items are to be carried out:
1. It is strongly recommended that the treatment lagoon be pre -
charged to 1/2 its capacity to prevent excessive odors during
start -'up. Pre -charging reduces the concentration of the initial
waste entering the lagoon thereby 'reducing} odors. solids should be
covered with effluent at all times. When precharging is complete,
flush buildings with recycled lagoon liquid. Fresh water should not
be used for flushing after initial filling.
2. The; attached waste utilization plan shall be followed_ This
plan recommends sampling and testing of waste (see attachment)
before land application.
3. Begin temporary storage pump -'out of the lagoon when fluid level
reaches the elevation 49.8 as marked by permanent marker. atop pump
out when the fluid level reaches elevation 47.7 . This temporary
storage;, less 25 yr- 24 hr storm, contains 186908 cubic feet or
1398073 gallons.

SiiEET 2 OF 2
4. The 'recommended maximum amount to apply par irrigation is
one (1) inch and the recommended rnaxirnurn application rate is 0.3
inch per hour. Refer to the waste utilization plan for further details.
S. Keep 'vcaoetation on the embankment and areas adjacent to the
layooTI mowed annually. Vegetation should be fertilized as needed
to maintain a vigorous stand.
6. Repai l- any eroded areas or areas damaged by rodent:' and
establish in 'vegetation.
7. All :surface runoff is to be diverted from 'She lagoon to stable
Outlets.
S. Keep a minimum of �J 'feet of :w-bass ve:4'atate". d buffer around
waste utiliz atlo-1"1 fields ak:�,jacen't to perannial s-Lr e arris. Waata wi.1LI
not be applied :in open ditches. Do not Pump within :200 feet of a
residence or within 100 feet oils well .. Waste ih%i.il be applied 1Tl a
manner not to reach other property and public right -of --ways.
9. Tlho 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 iEn`Ji'i'"on"
m ntal Management, has the responsibility for enforcing this law.

SHEET 1 OF 2
SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
FOUNDATION PREPARATION:
The foundation area of the lagoon embankment and building pad shall be
cleared of trees, logs, stumps, roots, brush, , boulders , sod and rubbish.
Satisfactory disposition will be made of all debris. The topsoil from
the lagoon and pad area should be stripped and stockpiled for use on
the dike and pad areas. After stripping, the foundation area of the
lagoon embankment and building pad shall be thoroughly loosened prior
to placing the first lift of fill material to get a good bond.
EXCAVATION AND EARTHF ILL PLACEMENT
The completed excavation and e.a thfill shall conform to the lines,
grades, and elevations shown on the plans. Eerthfill material shall
be free of material such as sod, roots, , frozen soil, stones over
u inches in diameter, and other ob,j:: ct ionable matt".nial . To the extent
they are. suitable, excavated materials can be used as fill. The fill
shall be brought up in approximately horizontal layers not to exceed 9
inches in thickness when loose and prior to compaction. Each layer
will be compacted by complete coverage with the hauling and spreading
equipment or standard, tamping roller or otter equivalent method.
Compaction will be considered adequate when fill material is observed
to consolidate to the point that settlement is not readily detectible
NOTE THE SPECIAL REQUIREMENTS FOR PLACEMENT OF LINERS IN Ti'fcE LINE''''
SECTION OF THIS SPECIFICATION. The embankment of the, lagoon shall be
installed using the more, impervious materials from the required
excavations. Construction of fill heights shall include 5 percent for
settlement. Dikes over 15 feet in height and with an impoundment
capacity of 10 acre --feet or more fall under the ,jurisdiction of the NC
Dam Safety Law. The height is defined as the
g difference in elevation
from the constructed height to the downstream toy:: of the dike.
Precautions .shall be taken during construction to prevent excessive
erosion and sedimentation.
LINER: THE MINIMUM REQUIRED THICKNESS SHALL BE 1.6 ft.
NOTE: LINERS ( PARTIAL OR FULL) ARE REQUIRED WHEN THE ATTACHED SOILS
INVESTIGATION REPORT SO INDICATES OR WHEN UNSUITABLE MATERIAL IS
ENCOUNTERED DURING CONSTRUCTION. A TYPICAL CROSS SECTION! OF THE LINER
IS INCLUDED IN THE DESIGN WHEN LINERS ARE REQUIRED BY THE SOILS REPORT
When areas of unsuitable material are encountered, they will be over
excavated belowfinish grade to the specified depth as measured
Perpendicular to the finish grade. The foundation shall be backfilled
as specified to grade with a SCS approved material (ie -- CL,SC,CH).
REFER TO THE SOILS INVESTIGATION INFORMATION IN THE PLANS FOR SPECIAL
CONSIDERATIONS.

SHEET G OF G
Soil liner material shall comma. 'Froirl an approved boi"row area. The
minimum water content of the liner material shall be optimum moisture
contant wh1chis rc. latas to that mo1;,tUr8 Content when the sell s kneadeli
in tha hand it will forri a ball which) does riot readily separate. Water
shall be added to borrow as necessary to iT-Inure proper moisture content.
during Placement of the liner. Thle moist
Ur e cGntc^_nt of th, � "ner
the ,1
material shall not be less than optimum water content during Placement.
The maximum water content. relates to the soil material being too wet
for efficient use of hauling aquipment and proper compaction. Proper
compaction of the liner includes placement in 9 inch lifts and
compacted to at least 90 percent of the maximum ASTM D698 Dr, Unit
Weight of the liner material. When smooths or hard, then previous lift
shall be scarified and moistened as needed before placemant Gf the neat
lift.
T" sina..le moot im Gr art.(.-,�1 p t' t factG'r a l s a t- i- nig the overall Compracted Pei -rile
abill't`y' Of a clay liner, Other than thi . type:;' of clay us,3d for the
liner , is th:r a-FfJ.cikant CJit ;trUCti on procas3ing of the coiiipacIC-ad L.Llie'r
The sequence of 4 uipment use ar'd ti-I%, routing of equipment in an estab-.
1is,hed pattarn the.lps asSLI—i-a Ur'liformity in the whole place m� nt and
compaction process. For most clay Soils, ca tamping or shaepsfoot
'roller Ls the preferable ,type Of compaction
equipment.
The ;doll liner shrill be protected from the discha'r-go of waste Outla't
Pipes. This can be- done by Using some type of onercg.y dissipator(roc!4-s)
or using flexible Outlets on waste pipes.
Altarnativees to soil liners are synthetic liners and L)entonite sealant.
When these are
yspecified, additional. construction SPCcifiCations are
.included thi
s .his Cons,trUCtiGn specification.
CUTOFF TRENCH
A cutoff" ti"anch shall be constructed under the embankment area when
shown on a typical ci`Gss section in the plans. The V ^ finial depth of the
cutoff trench shall be dete•rm.ined by observation oi If the foundation
materials.
VEGETATION:
All exposed embankment and other bare constructed areas shall be seeded
to the planned type Of vegetation as soon as possible after construc-
tion according to the seeding specifications. Topsoil should be placed
on areas of the dike and pad to be seeded. Tempo•r a'ry seeding, or mu II
shall be used if file -recommended permanent veg t
)c t utiers is GUt of Sea ;ori
dates for seeding. Permanent vagetation should bc:: e::stabllshled as scJol'i
as possible during the next Period of approved :seeding dates.
REMOVAL OF E;;1 TING TITLE DRAINS'
a
W ILii l.li? d'i'c"ilil:s are encountered, 4I'str ila w1..11
"'t 's- L ,a
t s�i� 1V'`ICILJLWe,J t0 a !'ri�.lilffsum
of i0 �1-r•Vet beyond the outside toe Gf ulCipe: G1` fife d1i'•;. � 1
U I_�.. i i -, t p. TIIe the
trench shall s..av back ilia. d an(.a compacted with 9GGU mat-er laf. such as
SIC, Cf.., or CH.

�)erator-Casca e (Nurser�ounty: Sampson
Distance to nearest residence (other than owner):
1. AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish)
0 sows (farrow to feeder)
0 head (finishing only)
0 sows (farrow to wean)
2600 head ( wean to feeder)
Describe other :
Date: 08/11/95
3000.0 feet
x 1417
lbs. -
0
lbs
x 522
lbs. =
0
lbs
x 135
lbs. -
0
lbs
x 433
lbs. -
0
lbs
x 30
lbs. -
78000
lbs
- -
—
0
Total Average Live Weight =
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 78000 lbs. ALW x Treatment Volume(CF)/lb. ALW
Treatment Volume(CF)/lb. ALW = 1 CF/lb. ALW
Volume = 78000 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet
4. TOTAL DESIGNED VOLUME
Inside top length (feet) --------------------- 155.0
Inside top width ( feet)-- ---------------------- 155.0
Top of dike elevation (feet) ------------------- 48.0
Bottom of lagoon elevation (feet) -----------. - 38.0
Freeboard (feet) ------------------------------ 1.0
Side slopes ( inside lagoon) ------------------ 3.0 1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH
3.0 3.0 3.0 3.0 149.0 149.0
AREA OF TOP
LENGTH * WIDTH =
149.0 149.0 22201 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH
95.0 95.0
AREA OF MIDSECTION
LENGTH * WIDTH * 4
122.0 122.0
9025 ( AREA OF BOTTOM)
78000 lbs
DEPTH
9.0
59536 (AREA OF MIDSECTION * 4)
CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM]
22201.0 59536.0 9025.0
DEPTH/6
1.5
Total Designed Volume Available = 136143 CU. FT-

7
5D. Volume of 25 year - 24 hour storm
Volume = 7.0 inches / 12 inches per foot * DA
Volume = 14014.6 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A.
19048
cubic
feet
5B .
0
cubic
feet
5C.
14015
cubic
feet
5D.
14015
cubic
feet
TOTAL 47077 cubic 'Feet
6. SUMMARY
Temporary storage period====================>
180
days
Rainfall in excess of evaporation===========>
7.0
inches
25 year - 24 hour rainfall==================>
7.0
inches ..�
Freeboard===================================>
1.0
feet&_
Side slopes_________________________________>
3.0
. 1
Inside top length=====______________________>
155.0
feet
Inside top width=====_______________________>
155.0
feet
Top of dike elevation=======================>
48.0
feet
Bottom of lagoon elevation==================>
38.0
feet
Total required volume=======================>
125077
cu. ft.
Actual design volume========================>
136143
cu. ft.
Seasonal high watertable elevation (SHWT)===>
44.0
feet
Stop pumping elev.----_____________________>
44.0
feet
Must be > or = to the SHWT elev.==========>
44.0
feet
Must be > or = to min. req. treatment el.=>
44.0
feet
Required minimum treatment volume===========>
78000
cu. ft.
Volume at stop pumping elevation============>
77262
cu. ft
—?Start pumping elev.====_____________________)
46.3
feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==>
122128
cu. ft.
Volume at start pumping elevation===========>
121036
cu. ft.
Required volume to be pumped================>
33063
cu. ft.
Actual volume planned to be pumped==========>
43774
cu. ft.
Min. thickness of soil liner when required==>
1.5
feet
DESIGNED BY: 444� 6�j APPROVED BY:
DATE. o.3
DATE:
NOTE: SEE ATTACHED WASITE UTILIZATION PLAN
COMMENTS: -_ -- - As - �h� � t lmtv 5; 0 -J 97
- 5F �. A 144c_ d C_0fj14?_,Ar_ k,,s CJ_r ; ,

OPERATION AND MAINTENANCE PLAN SHEET 1 OF 2
This lagoon is designed for waste treatment (permanent storage) and
180 days of temporary storage. The time required for the planned
fluid level (permanent and temporary storage) to be reached may vary
due to site conditions, weather, flushing operations, and the amount
of fresh water added to the system.
The designed temporary storage consists of 180 days storage for:
(1) waste from animals and (2) excess rainfall after evaporation. Also
included is storage for the 25 year - 24 hour storm for the location.
The volume of waste generated from a given number of animals will be
fairly constant throughout the year and from year to year, but excess
rainfall will vary from year to year. The 25 year rainfall will not
be a factor to consider in an annual pumping cycle, but this storage
volume must always be available.
A maximum elevation is determined in each design to begin
Pumping and this is usually the outlet invert of Pipe(s) from
building(s). If the outlet pipe is not installed at the elevation to
begin pumping, a permanent marker must be installed at this elevation
to indicate when pumping should begin. An elevation must be established
to stop pumping to maintain lagoon treatment depth.
Pumping can be started or stopped at any time between these two
elevations for operating convenience as site conditions permit, such as
weather, soils, crop, and equipment in order to apply waste without
runoff or leaching.
Land application of waste water is recognized as an acceptable
method of disposal. Methods of application include solid set,
center pivot, guns, and traveling gun irrigation. Care should be
taken when applying waste to prevent damage to crops.
The following items are to be carried out,
1. It is strongly recommended that the treatment lagoon be pre -
charged to 112 its capacity to prevent excessive odors during
start-up. Pre -charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids should be
covered with effluent at all times. When precharging is complete,
flush buildings with recycled lagoon liquid. Fresh water should not
be used for 'flushing after initial filling.
2. The attached waste utilization plan shall be followed. This
Plan recommends sampling and testing of waste (see attachment)
before land application.
3. Begin temporary storage pump -out of the lagoon when fluid level
reaches the elevation 46.3 as marked by permanent marker. Stop pump --
out when the fluid level reaches elevation 44.0 . This temporary
storage, less 25 yr- 24 hr storm, contains 33063 cubic feet or
247309 gallons.

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TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon ( top of dike)
Length * Width =
155.0 155.0 24025.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 24025.0 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Feces & urine production in gal./day per 135 lb. ALW 1.37
Volume = 78000 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 142480 gals. or 19048.1 cubic feet
,,)B . Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day * 180 days storage/7.48 gallons
Volume = 0.0 cubic feet per CF
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall - 7.0 inches
Volume = 7.0 in * DA / 12 inches per foot
Volume = 14014.6 cubic feet

SHEET 1 OF 2
OPERATION AND MAINTENANCE PLAN
------------------------------
This lagoon is designed for waste treatment (permanent storage) and
180 days of temporary storage. The time required for the planned
fluid level (permanent and temporary storage) to be reached may vary
doe to site conditions, weather, flushing operations, and the amount
of fresh water added to the system.
The designed temporary storage consists of 180 days storage for:
(1) waste from animals and (2) excess rainfall after evaporation. Also
included is storage for the 25 year - 24 hour storm for the location.
The volume of waste generated from a given number of animals will be
fairly constant throughout the year and from year to year, but excess
rainfall will vary from year to year. The 25 year rainfall will not
be a factor to consider in an annual pumping cycle, but this storage
volume must always be available.
A maximum elevation is determined in each design to begin
pumping and this is usually the outlet invert of pipe(s) from
building(s). If the outlet pipe is not installed at the elevation to
begin pumping, a permanent marker must be installed at this elevation
to indicate when pumping should begin. An elevation must be established
to stop pumping to maintain lagoon treatment depth.
Pumping can be started or stopped at any time between these two
elevations for operating convenience as site conditions permit, such as
weather, soils, crop, and equipment in order to apply waste without
runoff or leaching.
Land application of waste water is recognized as an acceptable
method of disposal. Methods of application include solid set,
center pivot, guns, and traveling gun irrigation. Care should be
taken when applying waste to prevent damage to crops.
The following items are to be carried out:
1. It is strongly recommended that the treatment lagoon be pre -
charged to 112 its capacity to prevent excessive odors during
start-up. Pre -charging reduces the concentration of the initial
waste entering the lagoon thereby •reducing odors. Solids should be
covered with effluent at all times. When precharging is complete,
flush buildings with recycled lagoon liquid. Fresh water should not
be used for flushing after initial filling.
2. The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see attachment)
before land application.
3. Begin temporary storage pump -out of the lagoon when fluid level
reaches the elevation 49.8 as marked by permanent marker. Stop pump -
out when the fluid level reaches elevation 47.0 . This temporary
storage, less 25 yr- 24 hr storm, contains 143391 cubic feet or
1072561 gallons.

SHEET 2 OF 2
4. The recommended maximum amount to apply per irrigation is
one (1) inch and the recommended maximum application rate is 0.3
inch per hour. Refer to the waste utilization plan for further details.
5. Keep vegetation on the embankment and areas adjacent to the
lagoon mowed annually. Vegetation should be fertilized as needed
to maintain a vigorous stand.
b. Repair any eroded areas or areas damaged by rodents and
establish in vegetation.
7. All surface runoff is to be diverted from the lagoon to stable
outlets.
8. Keep a minimum of 25 feet of grass vegetated buffer around
waste utilization fields adjacent to perennial streams. Waste will
not be applied in open ditches. Do not pump within 200 feet of a
residence or within 100 feet of a well. Waste shall be applied in a
manner not to reach other property and public right-of-ways.
9. The Clean Water Act of 1977 prohibits the discharge of
pollutants into waters of the United States. The Department of
Environment, Health, and Natural Resources, Division of Environ-
mental Management, has the responsibility for enforcing this law.

SHEET 1 OF 2
SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
----------------------------------------------------------
FOUNDATION PREPARATION:
-----------------------
The foundation area of the lagoon embankment and building pad shall be
cleared of trees, logs, stumps, roots, brush, boulders,sod and rubbish.
Satisfactory disposition will be made of all debris. The topsoil from
the lagoon and pad area should be stripped and stockpiled for use on
the dike and pad areas. After stripping, the foundation area of the
lagoon embankment and building pad shall be thoroughly loosened prior
to placing the first lift of fill material to get a good bond.
EXCAVATION AND EARTHFILL PLACEMENT.
-----------------------------------
The completed excavation and earthfill shall conform to the lines,
grades, and elevations shown on the plans. Earthfill material shall
be free of material such as sod, roots, frozen soil, stones over
6 inches in diameter, and other objectionable material. To the extent
they are suitable, excavated materials can be used as fill. The fill
shall be brought up in approximately horizontal layers not to exceed 9
inches in thickness when loose and prior to compaction. Each layer
will be compacted by complete coverage with the hauling and spreading
equipment or standard tamping roller or other equivalent method.
Compaction will be considered adequate when fill material is observed
to consolidate to the point that settlement is not readily detectible.
NOTE THE SPECIAL REQUIREMENTS FOR PLACEMENT OF LINERS IN THE LINER
SECTION OF THIS SPECIFICATION. The embankment of the lagoon shall be
installed using the more impervious materials from the required
excavations. Construction of fill heights shall include 5 percent for
settlement. Dikes over 15 feet in height and with an impoundment
capacity of 10 acre-feet or more fall under the jurisdiction of the NC
Dam Safety Law. The height is defined as the difference in elevation
from the constructed height to the downstream toe of the dike.
Precautions shall be taken during construction to prevent excessive
erosion and sedimentation.
LINER: THE MINIMUM REQUIRED THICKNESS SHALL BE 1.6 ft.
------ -------------------------------------------------
NOTE= LINERS (PARTIAL OR FULL) ARE REQUIRED WHEN THE ATTACHED SOILS
INVESTIGATION REPORT SO INDICATES OR WHEN UNSUITABLE MATERIAL IS
ENCOUNTERED DURING CONSTRUCTION. A TYPICAL CROSS SECTION OF THE LINER
IS INCLUDED IN THE DESIGN WHEN LINERS ARE REQUIRED BY THE SOILS REPORT
When areas of unsuitable material are encountered, they will be over -
excavated below finish grade to the specified depth as measured
perpendicular to the finish grade. The foundation shall be backfilled
as specified to grade with a SCS approved material (ie - CL,SC,CH).
REFER TO THE SOILS INVESTIGATION INFORMATION IN THE PLANS FOR SPECIAL
CONSIDERATIONS.

SHEET 2 OF 2
Soil liner material shall come from an approved borrow area. The
minimum water content of the liner material shall be optimum moisture
content which relates to that moisture content when the soil is kneaded
in the hand it will form a ball which does not readily separate. Water
shall be added to borrow as necessary to insure proper moisture content
during placement of the liner. The moisture content of the liner
material shall not be less than optimum water content during placement.
The maximum water content relates to the soil material being too wet
for efficient use of hauling equipment and proper compaction. Proper
compaction of the liner includes placement in 9 inch lifts and
compacted to at least 90 percent of the maximum ASTM D698 Dry Unit
Weight of the liner material. When smooth or hard, the previous lift
shall be scarified and moistened as needed before placement of the next
lift.
The single most important factor affecting the overall compacted perme-
ability of a clay liner, other than the type of clay used for the
liner, is the efficient construction processing of the compacted liner.
The sequence of equipment use and the routing of equipment in an estab-
lished pattern helps assure uniformity in the whole placement and
compaction process. For most clay soils, a tamping or sheepsfoot
roller is the preferable type of compaction equipment.
The soil liner shall be protected from the discharge of waste outlet
pipes. This can be done by using some type of energy dissipator(rocks)
or using flexible outlets on waste pipes.
Alternatives to soil liners are synthetic liners and bentonite sealant.
When these are specified, additional construction specifications are
included with this Construction Specification.
CUTOFF TRENCH:
--------------
A cutoff trench shall be constructed under the embankment area when
shown on a typical cross section in the plans. The final depth of the
cutoff trench shall be determined by observation of the foundation
materials.
VEGETATION:
All exposed embankment and other bare constructed areas shall be seeded
to the planned type of vegetation as soon as possible after construc-
tion according to the seeding specifications. Topsoil should be placed
on areas of the dike and pad to be seeded. Temporary seeding or mulch
shall be used if the recommended permanent vegetation is out of season
dates for seeding. Permanent vegetation should be established as soon
as possible during the next period of approved seeding dates.
REMOVAL OF EXISTING TILE DRAINS
-------------------------------
When tile drains are encountered, the tile will be removed to a minimum
of 10 feet beyond the outside toe of slope of the dike. The tile
trench shall be backfilled and compacted with good material such as
SC, CL, or CH.

SEEDING SPECIFICATIONS
______________________
AREA TO BE SEEDED: 3.0 ACRES
USE THE SEED MIXTURE INDICATED AS FOLLOWS:
0.0 LBS. FESCUE GRASS AT 60 LBS./ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 1 TO NOVEMBER 30
FEBRUARY 1 TO MARCH 30
0.0 LBS. RYE GRAIN AT 30 LBS./ACRE (NURSERY FOR FESCUE)
0.0 LBS. 'PENSACOLA' BAHIA GRASS AT 60 LBS./ACRE
( SEE FOOTNOTE NO. 1 )
SEEDING DATES: MARCH 15 TO JUNE 15
24.0 LBS. HULLED COMMON BERMUDA GRASS AT 8 LBS./ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
0.0 LBS. UNHULLED COMMON BERMUDA GRASS AT 10 LBS./ACRE
SEEDING DATES: JANUARY 1 TO MARCH 30
0.0 LBS. RYE GRASS AT 40 LBS./ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
LBS.
APPLY THE FOLLOWING:
3000.0 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE)
6.0 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
300.0 BALES OF SMALL GRAIN STRAW (100 BALES/ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE
ALL DISTURBED AREA IMMEDIATELY AFTER EARTH MOVING IS COMPLETED.
APPLY LIME AND FERTILIZER THEN DISK TO PREPARE A 3 TO 4 INCH
SMOOTH SEEDBED. APPLY SEED AND FIRM SEEDBED WITH A CULTIPACKER
OR SIMILAR EQUIPMENT. APPLY MULCH AND SECURE WITH A MULCH
ANCHORING TOOL OR NETTING.
1. PENSACOLA BAHIAGRASS IS SLOWER TO ESTABLISH THAN COMMON
BERMUDA GRASS. WHEN USING BAHIA, IT IS RECOMMENDED THAT 8
LBS./ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER
UNTIL BAHIAGRASS IS ESTABLISHED.

As-T�a;I�
PLAN OF EXCAVATED WASTE STORAGE PIT
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Data: 7-7-7- yy4
County.* e-o
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Top of Des
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Confinment Building
TYPICAL VIEW OF A ONE -STAGE LAGOON SYSTEM
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i
Pit
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Bottom Elevation 4'6•5
TREATMENT
LAGOON
Depth = 9•�
NOTE: RIP -RAP, FLEXIBLE PIPE OR OTHER SUITABLE MATERIAL WILL BE
PLACED AT PIPE OUTLETS TO PREVENT EROSION OF CLAY LINER
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USDA Natural Resource Conservation Service
FINAL CONSTRUCT"—N CHECK AND CERTIFICATION
FOR ANIMA] L WASTE; TRET ,.
ATMENLAGOON - (3 59. y
NAME CJ
. T e �A ., AS = g�1(�"
LOCATION .k
SIZE OF OPERATION 00 FARROW'TO- FEEDER
FARROW TO FINISH
CONTRACTING COMPANY FARROW TO WEAN'!,
- -l- 'FEEDER TO FINISk
WEAN TO FEEDER; T,
OTHER
DESIGN DATA AND CONSTRUCTION CHECK DATA
TBM ELEVATION"- Sa,o FEET
AS DESIGNED
INSIDE TOP DIMENSION
DIKE TOP WIDTH
TOP OF DIKE
BOTTOM OF LAGOON'
INSIDE SIDESLOPE
OUTSIDE SIDESLOPE
PIPE INVERT
CLAY LINER/CORE `TRENCH,- ; `
AS BUILT
�. o
I -Z, o
b HAS A LAGOON BEET" SEEDED`TO PERMANENT VEGETATION YES NO
DOES LAGOON MEET MRCS MINIMUM STANDARDS AND SPECIFICATIONS FOR
WASTE TREATMENT LAGOONS'AS'O INED IN PRACTICE CODE 359?
YES NO
COMMENTS SEEA,
SIGNATURE f _ TITLE DATE _-a-

WASTE TREATMENT LAGOON CONSTRUCTION CHECK FIELD
NOTES DAM belk
By: i�rM1�( Grp
Sta. B.S. H.I. g:S./RR Elev.
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