490044_PERMIT FILE_20171231

E Division of Water Quality
❑ Division of Soil and Water Conservation
❑ Other Agency
Facility Number: 490044 Facility Status: Closed Permit: AWC490044 ❑ Denied Access
Inspection Type: Cgmoliance Inspection Inactive or Closed Date:
Reason for Visit: Fotow"up County: lredefl Region: Mooresville
Date of Visit: 08/03/2007 Entry Time:10:00 AM
Exit Time: 1 UP 6M _„ Incident #:
Farm Name: Bell Dairy
Owner Email:
Owner: QarleneM Bell
Phone: [phone]
Mailing Address: 290 Farmwood Dr
Statesville NC 28625
Physical Address:
Facility Status: ❑ Compliant ❑ Not Compliant
Integrator:
Location of Farm:
Latitude: 35°47'16" Longitude: 80°47'47"
East of Statesville. From the intersection of Hwy 70E and Bell Farm Rd. (SR 2316), travel north approximately 2 mi. on Bell Farm Rd.
Farm is on the right side of road. About 112 mi past Fourth Creek.
Question Areas:
Certified Operator:
Operator Certification Number:
Secondary OIC(s):
On -Site Representative(s): Name
Title Phone
24 hour contact name Darlene M. Bell
Phone: [phone]
On -site representative Darlene M. Bell
Phone: [phone]
Primary Inspector: James Beall e
Phone:
Inspector Signature:
Date:
Secondary lnspector(s
Inspection Summary:
Facility has been properly closed. Iredetl SWCD approved the closure; work completed on 05/09/07
jb
Page: 1

Permit: AWC490044 Owner- Facility: Dartene M Bell Facility Number : 490044
Inspection Date: 08/03/2007 Inspection Type: Compliance Inspection Reason for Visit: Follow-up
Regulated Operations Design Capacity Current Population
Cattle
Cattle - Milk Cow 205 0
Total Design Capacity: 205
Total SSLW: 287,000
Waste Structures
Type Identifier Closed Date Start Date Designed Freeboard Observed Freeboard
kaste Pond WSP 18.00 48.00
Page: 2

408/06/2007 10:45 919-715-604B
DWQ NON DISCHARGE BR
PAGE 02/02
Animal Waste Storage Pond and Lagoon Closure Report Form
. I(Please type or print all information that does not require a signature)
General Information:
Name of Farm: Perry Bell Farm_ Facility No: 49 - 44
Owner(s) Name: Darlene Bell
Mailing Address.290 Fwmwood Road _ _ Phone No: 704-872-2057
Statesville, NC 28677,8570 _ County: Iredell
Operation Description fremaluina animals onlxl:
o Please check this box if there will be oo aWmals on this farm after lagoon closure. If there will still be aninials on the site
after lagoon closure, please provide the following information on the animals that will remain.
Operation Descriotion:
Type of Swine No. ofAnimals
a Wean, to .Feeder
o Feeder to Finish
o Farrow to Wean
o Farrow to Feeder
o Farrow to Finish
o Gilts
o Boars _
Type of Poultry No. of Animals
a Layer
o Non -Layer -- _
Type of Beef No. of Animals
o Brood
a Feeders
o Stockers
Other Type of Ltvestork.
7�pe ofD rAnlmals
o illdh CD
0Dry
o Heifers
o Calves
Number of Animals:
Will the farm maintain a number of animals greater than the 2H .0217 threshold? Yes o No �
Will other lagoons be in, operation at this farm after this one closes? Yes o No X
How many lagoons are left in use on this farm��of
(Name) Jar�Heale the Water Quality Section's staff in the Division of
Wager Quality's Mooresville Regional Office (see map on -hack) was
contacted on (date) for notification of the pending closure of this pond Van. This
notification was at least 24 hours prior to the start of closure, which began on ► (date).
I verify that the above information is correct and complete. I have followed a closure plan,, which meets all NRCS
specifications and criteria. I realize that I will be subject to enforcement action per Article 21 of the. North
Carolina General Statutes if I fail to properly close out the Iagoon.
The facility has followed• a closure plan which meets all requirements set forth in the NRCS Technical Guide
Standard 998. The following items were completed by the owner and verified by me: all waste liquids and
sludges have been removed and land applied at agronomic rate, all input pipes have been removed, all slopes have �li►
been stabilized as necessary, and vegetation established on all disturbed areas. Cam'+"A40S
Nance of Technical Specialist (Please Print): J' ers (� li'�D P S
Affiliation: Irgdell SWCD _ _ :1,7L
Address {Aaencv�: 444'Trtstol Drive -- Phone No.:704-873- b l ext"
05/9/07 -
R.etuirn wvithi 15 days following completion of animal water storage Pond or lagoon closDre to:
N, C. Division Of Water _ Qualityf Q� Animal Feeding Operations Unit
,
oil 1636 Mail Service Centex
4{ Raleigh, NC 27699-1636
PL - I March 18, 2002

./08/06/2007 10: 45
wAr���c
a Y
919-715-6048 DWQ NON DISCHARGE SR PAGE 01/02
Michael F, Easley, Govemor
William G. Ross Jr„ secretary
North Carolina Department of Environment and Natural Resources
Darlene M Bell
Perry Bell Farm
29011 armwood Rd
Statesville, NC 28677
Dear Mrs. Bell:
y9-may
May 18, 2007
Alan W, Klimek, P.E. Director
Division of Water Quality
Subject: Rescission of Animal Waste Permit
Certificate of Coverage No. AWC490W
Perry Bell Farm
lzedell County
Reference is made to your request for rescission of the subject animal waste
permit Certificate of Coverage. Staff from the Mooresville Regional Office have
confirmed that this Coverage is no longer required. Therefore, W accordance with
your request, Certificate of Coverage No. AWC490044 is rescinded, effective
immediately.
If, in the future, you wish again to operate an animal waste management system
you must first apply for and receive a new animal waste permit Certificate of
Coverage. Operating an animal waste management system without a valid animal
waste permit Certificate of Coverage will subject the responsible parry to a civil
penalty of up to $25,000 per day.
Please contact the Mooresville Regional Office at-704-663-1699 if it would be
helpful to discuss this matter f ether.
Sin
f
Alan W. Klimek, P.E.
AWK:tWmdg
CC.' Andrew Pitner, Mooresville Regional Office
Technical Assistance and Certification, Unit
APS Central Files
Fran McPherson, DWQ Budget Office
Aquifer Protection Section 1636 Mail Service Center Raleigh, NC 27699-1636 'telephone: [phone]
Internet: www newaterauality.ora Location: 2728 Capital Boulevard Raleigh, NC 27604 Fax 1; [phone]
Fax 2; [phone]
An Equal OppnrtutiitylAffirmatrva Actlon Rmployer 50% Reryoledlt0°%Post Consumer Paper Customer Service: [phone]

Division of Water Quality
F j Division of Soil and Water Conservation
❑ Other Agency
Facility Number : 490044 Facility Status: Inactive Permit: AINC49Q044 — ❑ Denied Access
Inspection Type: Compliance Inspection _ Inactive or Closed Date:
Reason for Visit: Routioe_ County: Iredell Region: Mooresville
Date of Visit: 121,14/2006 Entry Tim6:05:QO PM_ Exit Time: 04:00 PM Incident #:
Farm Name: Bell Dairy Owner Email:
Owner: Dia[lene M Bell Phone: [phone]
Mailing Address: 22Q Farmwood Dr Statesville NC 28625
Physical Address:
Facility Status: ❑ Compliant n Not Compliant Integrator:
Location of Farm: Latitude: 35°47116" Longitude: 8Q'47'47"
East of Statesville. From the intersection of Hwy 70E and Bell Farm Rd. (SR 2316), travel north approximately 2 mi. on Bell Farm Rd.
Farm is on the right side of road. About 1/2 mi past Fourth Creek.
Question Areas:
Certified Operator:
Secondary OIC(s):
Operator Certification dumber:
On -Site Representative(s): Name Title Phone
On -site representative Darlene M. Bell Phone: [phone]
24 hour contact name Darlene M. Bell Phone: [phone]
Primary Inspector: James Bealle Phone: C-?0''o�35"����
Inspector Signature: Date: 1
Secondary Inspector(s):
.Inspection Summary:
Facility is currently in the process of closure. Iredell SWCD approved the NCACSP Contract and Closure Plan; work to be completed
by 12131107.
Im
Page: 1

Permit: AWC490044 Owner - Facility: Darlene M Bell Facility Number: 490044
inspection Date: 12/14/2006 Inspection Type: Compliance inspection Reason for Visit: Routine
Regulated Operations Design Capacity Current Population
Cattle
Q Cattle -Milk Cow 205 0
Total Design Capacity: 205
Total SSLW: 287,000
Waste Structures
Type Identifier Closed Date Start Date Designed Freeboard Observed Freeboard
kaste Pond WSP 18.00 48.00
Page: 2

Darlene M Bell
Perry Bell Farm
290 Farmwood Rd
Statesville, NC 28677
Dear Mrs. Bell:
Michael F. Easley, Governor
William G, Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
9W-79U V
Lr-
May 18, 2007
MAY 2,3 .0'
Subject: Rescission of Animal Waste Permit
Certificate of Coverage No. AWC49OO44
Perry Bell Farm
Iredell County
Reference is made to your request for rescission of the subject animal waste
permit Certificate of Coverage. Staff from the Mooresville Regional Office have
confirmed that this Coverage is no longer required. Therefore, in accordance with
your request, Certificate of Coverage No. AWC49OO44 is rescinded, effective
immediately.
If, in the future, you wish again to operate an animal waste management system
you must first apply for and receive a new animal waste permit Certificate of
Coverage. Operating an animal waste management system without a valid animal
waste permit Certificate of Coverage will subject the responsible party to a civil
penalty of up to $25,000 per day.
Please contact the Mooresville Regional Office at 704-663-1699 if it would be
helpful to discuss this matter further.
AWK:tlb/mdg
cc: Andrew Pitner, Mooresville Regional Office
Technical Assistance and Certification Unit
APS Central Files
Fran McPherson, DWQ Budget Office
Sin
r�
Alan W. Klimek, P.E.
ne Carolina
Naturally
Aquifer Protection Section 1636 Mail Service Center
Internet: www,nowatergualitv.org Location: 2728 Capital Boulevard
An Equal Opportunity/Affirmative Action Employer— 50% Recycledl10% Post Consumer Paper
Raleigh, NC 27699-1636 Telephone: [phone]
Raleigh, NC 27604 Fax l: [phone]
Fax 2: [phone]
Customer Service: [phone]

Official approval / Bell Farm Road
Subject: Official approval I Bell Farm Road
From: Denise Washburn <[e-mail]>
Date: Mon, 11 Jun 2007 14:08:53 -0700 (PDT)
To: James Bealle <[e-mail]>, Jim Summers <j ames. [e-mail]. net>
CC: Gary Knox <[e-mail]>
James and Jim,
Can your offices provide me with a written "official" sign -off on the Lagoon Closures on Bell Farm
Road. Something that states (on your letterhead) that we complied with all requirements and guidelines
according to regulations, etc, and that both your offices approved the closure accordingly. We would
like documentation to prove the process had been officially completed.
Thank you in advance.
My address is 14810 Charterhouse Lane, Huntersville, NC 28078
Denise Washburn
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1 of 1 6/12/2007 8:52 AM

Bell Dairy Farm Lagoon Closure
Subject: Bell Dairy Farm Lagoon Closure
From: Denise Washburn <[e-mail]>
Date: Thu, 29 Mar 2007 08:44:11 -0700 (PDT)
To: [e-mail]
CC: [e-mail], Denise Washburn <[e-mail]>
Mr Bealle,
This email is to notify your office that closure has begun -on the dairy waste storage ponds on the
property of Darlene Bell, Bell Farm Road, Statesville. Her husband passed away unexpectedly October
of 2004 and dairy operations ceased in December of 2004.
We are closing the ponds in accordance with the Iredell Soil and Water Conservation District plan
"Closure of Waste Impoundments" that was designed by John Stevenson in 2006 and is currently
overseen by Jim Summers.
Brian Southers is performing the work of irrigation of the slurry and sludge onto the farms working
fields per the approved "Nutrient Management Plan For Animal Waste Utilization" perpared for Perry
Bell III by Lipe Barrier, Environmental Specialist. Brian is also responsible for breaching the
embankment, grading the slopes, and planting vegetation in accordance with the above closure plan.
CIosure work began on March 8th, 2007 and is estimated for completion on April 30th, 2007.
Thank you so much for helping us work through this process and please let us know if there is any
additional information your office would need.
Denise Washburn (Darlene Bell's sister)
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1 of 1 3/29/2007 4:23 PM

W 444 Bristol Drive • Statesville. MC 28677
Telephone: !704) 873-6761, ext. 3
ATTACHMENT
Bell Dairy Closure:
Project Budget
Waste Storage Pond #1
Removal of liquid manure
Removal of solids
Vegetation
Sm. Grain Mulch
Waste Storage Pond #2
Removal of liquid manure
Excavation of notch
Vegetation
Sm. Grain Mulch
Rip rap
John T. Stevenson
District Soil Conservationist
,; rn SU_fnmer5
Fax: [phone] email: John-slevensonQnc.nacdnet,org
270,454 gals $5,409.00
220 cubic yards $ 440.00
0.5 acre $ 138.00
0.5 acre $ 200.00
TOTAL $6,187,00
75% of cost $4,640,00
1,675,520 gals $31510.00 &..-1
1800 cubic yards $ 3.ii00.00 r
2 acres $ 550.00
2 acres $ 800.00
20 tons $ 500.00
TOTAL $38,960.00
75% of cost $22220�0{
TOTAL PRO.f ECT $45,147.00
TOTAL COST SHAD- @ 75% 33 8GQL0

North Carolina Foundation for Soil & Water Conservation, Inc
•' t x .,OII ru.WATE ' 2012 Lodestar Drive • Raleigh, NC 27615
` Phone: [phone] Fax [phone]
A r r 9 N
j 6
,,� Via: i�-»--;y;•"
Statement of Agreement and Grantee's Acceptance
(Approved 6/28/02)
This Statement of Agreement and Grantee's Acceptance is provided to assure the North Carolina
Foundation for Soil and Water Conservation, Inc. that the grant described herein meets all
requirements of the Tax Reform Act of 1969 and amendments thereto and that the grantee
accepts the terms and conditions of the grant.
Name of Grantee: Iredell Soil & Water Conservation District
Project Name:Bell Dairy Inactive Lagoon Closure Project Number. EEGP-05-004
Date Approved by the Foundation: March 3, 2006 _ Amount Approved: $ �29,220_ _
Purpose of Grant: Provide financial support to the Iredell Soil & Water Conservation District for
the closure of two inactive lagoons on the Bell Dairy farm thereby protecting the health, safety,
and general welfare of the people in the surrounding community. This grant is conditioned on
the farm owner/operator making a contribution of at least 25% of the cost of the referenced
project and contributions by other parties to the project as described in the District's proposal to
the Foundation.
Deadline far beginning Actual Installation of the Project: Not later than March 3, 2007
Deadline for Completion and Reporting of the Project: Not later than December _31, 2007
This grant is herewith acknowledged and accepted for payment by the Foundation at the
appropriate time and under the following conditions:
Grantee confirms that it is a soil and water conservation district or other govertunental
agency; or that the Internal Revenue Service has determined that it is an organization
described in section 501(c)(3) of the Internal Revenue Code and is a publicly -supported
organization and not a private foundation, and that said determination has not been revoked.
Grantee will use this grant only for charitable and/or educational purposes consistent with
such tax-exempt status.
2. This grant will be used only for the purpose specifically set forth under Purpose of Grant.
Any portion of the grant not used for the stated purpose will be repaid to the Foundation.
Any condition set forth in the Purpose of Grant statement or in this Grant Agreement shall
take precedence over any conflicting provision in the proposal submitted by the Grantee.
No funds from this grant will be used to carry on propaganda or otherwise attempt to
influence legislation, to influence the outcome of any public election, or to carry on directly
or indirectly any voter registration drive.
"Soil &. Water... the Foundation for Life"

4. Grantee will not use any of these grant funds to make any grant which does not comply with
the Foundation's approved operations under section 501(c)(3) of the Internal Revenue Code
or to undertake any activity for any purpose other than those specified in section I70(c)(2) of
the Code. In addition, Grantee agrees to not participate in any transaction using this grant
that subjects the Foundation to liability for excise taxes of section 4958 of the Code.
5. This grant is not approved for transmittal to any other entity or person, whether or not
mentioned in Grantee's proposal or in any other communications with the Foundation.
Therefore, Grantee accepts and will retain full control of the grant's disposition and full
responsibility for compliance'with its terms and conditions.
6. Records of receipts and disbursements will be. maintained by Grantee and such books and
records will be made available to the Foundation or its representative upon request.
7. Grantee will promptly notify the Foundation if Grantee's tax-exempt status is revoked or
modified in any way.
8. Written reports will be submitted by the Grantee to the Foundation at the end of each quarter
during installation of the project on progress made in accomplishing the purpose of the grant.
9. A full and complete final written report, showing expenditures of funds and progress made in
accomplishing the purpose(s) of the grant, will be submitted to the Foundation when the
project has been completed. A complete set of invoices and/or receipts verifying expenses
incurred in installation of this project will accompany the grantees request for payment of
this grant.
10. Grantee agrees to comply with the contents of any addendum made a part of this agreement
at the time of its signing.
The persons signing this Statement ofAgreement and Grantee's Acceptance herein certify that
they individually and severally understand the purpose of the grant and the contents of the
Agreement. Furthermore, they certify that they are authorized officials to execute this
Agreement. The Agreement is effective on the date of the last signature affixed below.
For the Grantee:
Signed By:. ac,4, Attested By: -
Title: Chairman Board of Su ervi s Title: Secretary,Board of Supervisors
Date: OL Date:
For the Foun nation:
Signed By: ` ` Attested By:�,
Title: President Board of irectors Title:
Date: -Ie-/ ZJEj06 Date: _ •'f/ z�/o b` _--
"Soil & Water...the Foundation for Life"

NCFSWC Statement of Agreement and Grantee's Acceptance
Addendum 1 (Approved 6/28/02)
Pavment of Grant
This grant is approved as a reimbursement of actual and reasonable expenses incurred as
necessary for proper and complete installation of the approved project by Grantee and/or
Grantee's agents or cooperators.
A written request from Grantee is required for payment of the grant covering the project
identified in Purpose of Grant of the Foundation's Statement of Agreement and Grantee's
Acceptance. All payment requests will be made to Cecil Settle, Executive Director, North
Carolina Foundation for Soil and Water Conservation, Inc., 2012 Lodestar Drive, Raleigh, NC
27615-2519. A complete set of detailed invoices/receipts showing actual expenses incurred
in installation of the approved project must accompany all payment requests.
If Grantee has received previous grants from the Foundation, all reporting requirements must
have been met before payment will be made of this grant.
Grant payment should not be requested until Grantee has completed all components of the
approved project and each component is certified by an authorized official as meeting the
applicable NRCS Field Office Technical Guide Practice Standard(s).
Grantee should request payment of grant at least 30 days prior to the desired payment date.
Grant payment will be made only after the request and all accompanying invoices/receipts are
determined to be correct and in proper order supporting the requested payment.
If the grant is conditional or contingent, all conditions and contingencies must be met before
the Foundation will make its payment.
Matching Requirements
This grant requires a match of at least 25% of the approved project's cost. Therefore, for this
project, Grantee or Grantee's cooperating land user must have or raise adequate funds to meet
the Foundation's 25% matching requirement. This condition will be satisfied when required
matching funds are in hand or pledged, provided such pledges are reasonably considered firm
and binding on the part of those making pledges. In the case where third parties will contribute
to Grantee's approved project, such as to cost -sharing programs, the match will be considered
as satisfied when Grantee certifies that participating third parties have reasonably demonstrated
their ability to contribute their funds to the project at the time needed.
If the grant is to be matched on any basis, Grantee will have until June 1, 2006 in which to
meet the matching requirements. If the required match is not achieved by that date, the grant
will be deemed as withdrawn unless otherwise agreed -to by the signing parties. For this
purpose, matching funds will include those amounts secured by Grantee on or after the
Foundation's resolution approving the subject grant. Matching funds must be available for
payment when needed. The Foundation will not pay its funds until Grantee or cooperating land
user has raised the.entire matching amount.

NCFSWC Agreement, Addendum 1
In -kind contributions by the cooperating land user and other appropriate parties, whether in the
form of equipment, supplies, or other valuable contributions, may be considered in meeting the
Foundation's 25% matching requirement if they reduce the actual amount required in the
budget submitted to the Foundation and on which the Foundation based its matching
requirement. The Foundation will pay up to 75% of actual and reasonable cost of the project
described in Grantee's approved proposal. However, in no case will the Foundation be
obligated to make any payment in total greater than the originally approved project grant.
Budget Adiustments
On occasion Grantee's project budget submitted to the Foundation, and which served as a basis
for the Foundation's grant, may require revision during the course of the project due to (a) size
of the Foundation's grant, (b) availability of funds from other sources, or (c) other compelling
reasons. In this case, Grantee must submit to the Foundation a revised project budget and
objectives at the time such changes are approved by Grantee's governing board or a duly
authorized employee of the Grantee organization.
Any modification of Grantee's project budget or objectives that served as basis for Foundation
grants made and that would substantially alter proposed activities or outcome of the project
shall be reviewed and approved in writing by an authorized representative of the Foundation.
Progress Reports
The Foundation will supply a "Grantee's Interim Reporting Form and a Grantee's Final
Reporting Form" to Grantee after the grant agreement is signed. This form must be used in
completing reports on use of funds and accomplishments of the project. Reports must be
submitted by Grantee to the Foundation quarterly and at the time of any request for grant
payment. Grantees will have up to one month from the grant payment date to provide a final
narrative report, using the Foundation's Final Report Form, describing accomplishments made
because of the grant. The report must also include a complete financial accounting of all funds
granted by the Foundation for the respective project. In addition, the report must include
photographs documenting installation of the project.
Certification of Acceptance of Provisions of Addendum 1
For the Grantee:
Signed By : • ` ,( Chairman) Date: p
Attested By : ,( Secretary) Date:
For the Found4low,
Signed By: Date: _ 2�/ ? r l
Attested By: Date: o 6

Closure of Waste Impoundments
Definition
The closure of impoundments (treatment lagoons and waste storage ponds), that are no longer
used for their intended purpose in an environmentally safe manner.
Objective
The objective is to remove waste materials (liquid and solids) to the maximum extent
practicable; as determined by a representative of DSWC or NRCS, from a lagoon/structure
prior to closure.
Water Quality Testing
No special water quality testing will be required, but a waste analysis and a soil samples will be
needed. All sludge will be removed as determined by visual inspection.
Removal of Inflow Devices
All devices used to convey animal waste into the lagoon or storage pond shall be removed.
Excavated Pits
For waste storage ponds that are to be closed, all reasonable efforts must be made to agitate
and remove all waste materials. If the bottom of the structure is above the water table at the
time of closure and will support earth -moving equipment, it must be scraped. A qualified
technical specialist must determine the soil stability for earth moving equipment. The waste
water will be analyzed and applied to crops at agronomic rates based on the Waste Utilization
Plan. Once all sludge is removed, the structure will be filled.
Embankment Structures
If a lagoon/structure is to be breached, the liquid must be pumped out and -the remaining waste
material scraped. Reasonable efforts must be made to remove all waste materials prior to
closure. For impoundments not to be breached, reasonable efforts must be made to agitate
and remove all waste materials. If the bottom. of the lagoon/structure is above the water table
at the time of closure and will support earth -moving equipment, it must be scraped. A qualified
technical specialist must determine the soil stability for earth moving equipment. The waste
water will be analyzed and applied to crops at agronomic rates based on the Waste Utilization
Plan. The embankment will be breached so that it will no longer impound liquid, the slopes and
bottom of the breach shall be stable for the soil material involved, but the side slopes shall be
2.5:1.
Vegetation
All disturbed areas shall be vegetated and maintained in accordance with the attached
Vegetation Specifications.
CONSIDERATIONS
The proper removal of organics and nutrients and prevention of pollutant discharges to surface
waters is the responsibility of the owner.

Departmtnt of Agriculture
Natural�Resource Conservation Service
NC-CPA-18
Rev. 5101
REQUEST FOR TECHNICAL ASSISTANCE
CLIENT'S NAME Darlene Bell (Perry Bell Dairy) DISTRICT COOPERATOR t-I YES NO
FIELD OFFICE I Statesville BUSINESS ID I ._.__.._
PRACTICE / ACTIVITY Closure of Waste trToundments
PRACTICE CODE 1 3"
ACCOUNT:
r CO-01 EQIP CRP C' WHIP C' FIP f- WRP{/ NCACSP .r OTHER
TYPE OF ASSISTANCE REQUESTED (training, investigation, survey, design, approval, etc.)
Investigation, Design and approval
ESTIMATED JOB CLASS r I II ID ` IV " V I- OTHER
HIGHEST APPROVAL LEVEL FOR THIS REQUEST
r I&E t- DESIGN +" CONSTRUCTION
DATE(S) ASSISTANCE IS NEEDED:
August
REASONS) FOR REQUESTING ASSISTANCE:
Due to death, operation is no longer in business. Need WSP's closed so estate can be settled. David Clay, NRCS Eng assistec
with design on WSPi#2 and 0200 Certification plan. He is familiar with the site.
REQUESTED BY: I John stevenson DATE: 1 8-25-05 — —
arrrrrarrrrararrrrrr�rrrrrrrrrrarrrarrrrrrrrrrrrrrsrrrrrrrrrrrrrrarrr,�rrrrrrrrrrrrrrr�rrrr,
RECEIVED AND REVIEWED BY: DATE: �v
APPROVED BY: r,�t ,,uDATE:
FORWARDED TO: DATE: �� Z
"-OPIES FOR INFORMATION PROVIDED TO:

SITE SPECIFICS
EMBANKMENTS: (Ponds, Lagoons, Storage Ponds, Sediment Basins, etc)
PURPOSE OF EMBANKMENT:
(livestock watering, erosion control, irrigation, waste mgt., etc.)
IS DESIGN SURVEY COMPLETE?
r YES NO
ESTIMATED OVERALL HEIGHT ESTIMATED EFFECTIVE HEIGHT
4
DAM SAFETY PERMIT REQUIRED: YES k NO INVENTORY SIZE DAM: ` YES T NO
SPECIAL DESIGN CONSIDERATION(S): (Flood routing, Unstable soils, Hazard Conditions, Special Drains, etc)
ANIMAL WASTE:
TYPE OF SYSTEM (Lagoon, Storage Pond, etc.)
TYPE AND NUMBER OF ANIMALS:
t
WASTE MANAGEMENT PLAN DEVELOPED:
(' YTS (-,,NO .
SPECIAL CONSIDERATION OR SITUATIONS:
OTHER:
TYPE OF SYSTEM 1 PRACTICE:
s■aail■'asmemo SOMEONE as memo■.a■a ssa ss man one sasrsasas ss■■s essaaas sag ONE maasaass as somas aaa s some
TO BE COMPLETED BY AREA OR REGIONAL SUPPORT STAFF
DATE(S) ASSISTANCE PROVIDED BY
NO. HRS.
BY
NO. HRS.
I
F
BY NO. HRS.
COMMENTS REGARDING ASSISTANCE:

� REQI ST FOR CULTURAL RESOURCE -:VIEW {Ver.5l04f
(This document is Freedom of Information Exempt)
Mail, fax, or Email To: Jim Errante, CRS, NRCS, 1835 Assembly St., Room 950, Columbia SC 29201
Other Contact Info: Ph. [phone], FAX [phone], ji.m.errante@sc,usda.gov
Data: 12/8/2005 County: Iredell Program Type: N P G
Owner's/Cooperator's Name(s): L Perry Bell Estate
Tract #(s) if more that more than one form submitted for this same cooperator:
List Practice(s) by name (Ok to Abrev.): Waste Storage Pond Closure ^` _
Size of APE only (est.total of all practices & list in acres): 2 existing WSPs to_close _(approx. 1 ac. total)
%sage of Ground Surface (soil !) Visible: 15%
Type of Ground Cover (if present): Grass/weeds
Noteworthy Characteristics (i.6. soil drainage / terrain / disturbances): Oldest WSP built in 1981, second
WSP built 1998. Was in use until death of operator last year,
Name of USGS Quad(s) Containing APE: Statesville East
Include a photocopy of the practice area (8.5 x 11) taken from a USGS topo quad map series (or a map of very
similar likeness) and clearly note the APE t Use a scale as close to 1:24,000 as possible. Please keep in mind
that the reviewer must be able to easily relocate your APE on a regular USGS topo quad map.
If any cultural resources (prehistoric or historic) are known to exist in the immediate vicinity of the practice
area briefly describe: None known
Be sure to check: .
--Recollections of customer and/or land owner and/or other persons who may be aware of CR's in APE.
--Visual cues, such as artifacts, buildings, chimneys, walls, foundations/footing stones; abutments, grave
markers, depressions, mounds, earthworks, mill ponds, or other landscape features etc.
Print -name of contact person to respond to regarding this request: John Stevenson
(BELOW TO BE COMPLETED BY SHPO AND/OR CRS)
` archaeological sites have beenApreviously recorded within the APE of this practice.
Comments:
Signature: _ _y Date: 12-Z l S1L�)

v
-4�
71-
V
r
0
1, 0
F e.
3
-n,
4� W
k�w A

NC-ENG- 4 O
Soil Conservation Set _e
5/83
LOCATION CODE a'
' PLAN OF EXCAVATED WASTE STORAGE POND
NAME ACF # DATE %' 7G-''> pxSTRICT
L ENG TH
81 DE SLOPE l TO 1
AVE.. TOP ELEV. Q�
MI D SECTION
IL
W
�, 1
c
AVE. BOTTOM ELEV.
ENGTH �7
013
S� zl��
Volume -,,depth
Igo5?"
(area of top),.+ (area of bottom) + (4 x area midsection�. '3(" t5 Cu, Ft
SUMMARY
Use of ' facil,ity '%�=%�T,'= �7/�,�.• , i�;:
Bottom Elev.
Capacity Gallons
1 I%
-�� Normal liquid level Elev.
9�•G.
Volume Cost -sharing Cu.-.Ft. Storage for normal precip.(Ft)
+ ( -
Maximum liquid level Elev.'^
Soil. type Storage for:
� (�
B. M. description 25'yr, freq. precip. (Ft.)
+
Crest ESW Elev.
C•.
Stage (Ft.,)
+ 0,7
Freeboard (Ft,)
+ �/n
Elev. — Top of. Dam Elev.

S-1 I - 16 ..
DRAIN PIPE -TRICKLE TUBE FOR FARM PONDS
\ Upstream
/ J
Emergency Spillway Elev
f"
\
�� Fla.xlrmaa Permanant�
Hate v r Level
See Detail Below Downstream
2" Vent Pipe
Anti -Seep Collar Optional
Jr
2.0r Recommended
Minicm 4" Diameter
Smooth Steel or
Wrought Iron Pipe
DAM
'-Use of Screen Opcional Bottom of Pipe
Below Pipe in Pond
ADVAN=LS OF THIS INSTALLATION
1. Can be installed in new or existing pond. Diameter of this section
2. 'Threaded joint connections can be used of pipe may be increased to
because there is very little danger to the reduce velocity of outflow
embannr if the pipe fails. where erosion is a problem.
J. Pipe can be removed, repaired, and replaced
if necessary.
4, Full pipe flaw at all times pipe in operating -
positive shutoff at time of siphon break.
NOTE: To use as a drain pipe follow lnstructions on PiV ra S-II-6 (Sheet 4 of 6 )
except first sentence of paragraph 1(b) and paragraph 1(c).
2" MinLmum Diameter Vent Pipe
4" Minimum Diameter Sleeve Welded to Drain
Pipe to Dampen :lave Action.
Maximum Permanent Water vel,
2' Min.
�I
Ilfli"'I
II i
Valve or Union May be Used
Here To Facilitate Uae As
A Drain Pipe,
Elevation of This Point Must Be at
Least 0.1' Above Opening in Vent Pipe.
NOTE: IF TRASH IS A PROBLE`1 IT MAY BE DESIRABLE TO Ftrr A SCREEN
ON EACH EN'D OF T11E SLEEVE OVER THE VENT PIPE,
Figure S-11-5 (Sheet 5 of 6) January 1982

-WIT - Iredell Soil and Water Conservation District
444 Bristol Drive • Statesville, NC 28677-2942
Telephone: [phone] Ext. 3
To: Darlene Bell
From: Jim Summers, District Soil Conservationist
.Date: 12/27/2006
Subject: North Carolina Agriculture Cost Share Application for Assistance.
Enclosed is your copy of your North Carolina Agriculture Cost Share Program
Contract and Plan. This memo is to let you know that the Iredell Soil & Water
Conservation District Board has approved your North Carolina Agriculture
Cost Share Program contract. You may begin at any time.
Be adr sed that you have six (6) months from the date of this letter to
begin the work on your contract,
If you need our assistance or have any questions concerning this matter, please
feel free to call our office.

BeICDairy 2G'arm
Iredell County, North Carolina
NORTH CAROLINA
AGRICULTURE
COST SHARE
PROGRAM
Contract:
49-07-06-16
I In Cooperation with .
Iredell Soil and Water Conservation District
December 27, 2006

Q2L
Mu
la "MT
r— WE
TV

DSWC
IN r-'i
' 1212005)
NORTH CAROLINA AGRIL _,-TURF COST SHARE PROGRAM
APPLICATION FOR ASSISTANCE
scant
NAME: Darlene Bell PHONE #: [phone]
BUSINESS: CELL #: 704-657-1228
ADDRESS: 290 Farmwood Road
Statesville,.NC 28625-8570
DISTRICT SUPERVISOR? NO {<J YES
Landowner
NAME. PHONE #:
BUSINESS: CELL #:
ADDRESS:
DISTRICT SUPERVISOR? NO ❑ YES ❑
COUNTY:
APPLICATION NUMBER:
FACILITY NUMBER:
FUNDING SOURCE (Enter appropriate code):
Iredell
49-07-06-16
Cost Share
LATITUDE: 354715
RECEIVING WATERS:
14 DIGIT HYDROLOGIC UNIT #:
ASSOCIATED GOVT_ PROGRAMS/PROJECT:
Trib to Fourth Creek
03040102030020
LONGITUDE: 8047.52
319 ❑ PL 566 ❑ TVA ❑ CREP ❑
If applicant is not the landowner, complete landowner information and have all parties sign all forms, or provide a copy of 10 year lease in lieu of landowner signatures.
1. Directions to site. Abandon dairy operation located on SR 2316 (Bell Road) off of Hwy 64.
2. Type of agricultural operation. dairy
Has this operation been in existence for three years or more? Yes ® No ❑ If no, provide a clear citation of law, regulation, standard, permit condition,
poi icy, or official guidance which caused the operation to now be out of conformity or out of compliance. (e.g., SR 1217 Interagency Group guidance).
4. Has this operation expanded within the last three years? Yes ❑ No ® If yes, is the proposed treatment associated with this expansion? (Explain)
Describe problems and proposed treatment for which assistance is needed. Two storage ponds on site. Recommend a closure of both.
I hereby apply for cost sharing assistance under the North Carolina Agriculture Cost Share Program.
obligate the applicant to enter into a cost share agreement.
Applicant,/ x.�� t`� �: �i L� Date Gl -
bG
District Chair '? dTte
N.C. Division of Soil and Water Conse ation Date
This application does not guarantee cost share approval or
Approved Denied
Approved Denied

NC DENR NORTH CAROLINA NC-ACSP-11
DSWC AGRICULTURE COST SHARE PROGRAM (12198)
CONSERVATION PLAN OF OPERATION (CPO)
NAME: Darlene Bell
ADDRESS. 290 Farmwood Road
Statesville, NC 28625-8570
AGREEMENT NUMBER.
49-07-D6-16
BMP
ITEM
NO.
TRACT/
-FIELD
NO.
PLANNED
TREATMENT
EST.
AMOUNTS
(UNITS)
AVERAGE
COST
$
COST.
SHARE
% "
ESTIMATED COST SHARE AND TIME
SCHEDULE BY PROGRAM YEAR (INCLUDE
OTHER COST SHARED FUNDING SOURCES)
PY 07 PY PY
1
4144/99
Closure -Waste Impoundments (WSP #1)
Removal of liquids
27 .als54
0.02/gal
75
$4,057.00
Removal of sludge (solids)
220 cuyds
$2/cuyd
75
$330.00
Vegetation
0.5 ac
$275/ac
75
$103.00
Small Grain Mulch
0.5 ac
$400/ac
75
$150.00
Technical Representative Airn Summers Date

NC DENK NORTH CAROLINA AGRICUL i URE COST SHARE PROGRAM
DSWC CONSERVATION PLAN OF OPERATION (CPO) SUMMARY
N_C-ACSP-11A
(08/2004)
NAME: Darlene Bell
AGREEMENT NUMBER
TOTAL ACRES
ANIMAL TYPE AND
ADDRESS: 290 Be([ Farm Road
49-07-06-16
AFFECTED
NUMBER
128
TOTAL COST
TOTAL CONTRACT AMOUNT BY FUNDING
TOTAL SOIL LOSS
TOTAL NUTRIENT
TOTAL WASTE
SOURCE (Enter Funding Code)
REDUCTION
LOSS REDUCTION
MANAGED
Regular ACSP
TONS/YR
LBSIYR N LBSIYR P
LBSIYR N LBSNR P
P205
$4,640.00
$4,640.00
$
$
9111
Highest level of design approval: FIELD OFFICE AREA OFFICE STATE OFFICE OTHER
The Cooperator(s) has reviewed the Cost Share Agreement and CPO and agrees to apply the planned treatment according to the
standards and specifications as approved by the Division of Soil and Water Conservation. Failure4o carry out the un-numbered
contract items (UN) does not constitute non-compliance with the contract. The Cooperator(s) agrees to maintain the striperopping
system for 5 years, long term no -till for 5 years, nutrient management plan for 3 years, sod -based rotation for a minimum of
months in sod, and all other practices for 10 years, except conservation tillage, which is an annual practice. . The Cooperator(s) also
agrees to fully implement the Waste Management Plan (WMP) that is part of the CPO. CPO and payment are contingent on
approval by NPS Section, Division of Soil and Water Conservation, NC DENR. Funding for this CPO is contingent upon final
annual allocation of State funds to the District. Installation may not begin prior to receiving approval from the Division, with
the exception of vegetative -only CPOs not exceeding $2500, as provided by the NC-ACSP-2 contract form, if chosen by the
cooperator(s).
Applicant: ''~; �L� - - — Date: _ �'f I_:�i (,
Landowner (if applicable). -
Technical Representative:
Design Approval Authority:
(Can be submitted separately from 11A)
District Chair.ic�`?
Date:
Date:
Date:
/-
Date -

NCACSP - I Addendum
NCDENR NC-ACSP-1 E
DSWC (7/2004)
North Carolina Agriculture Cost Share Program
New or Limited Resource Farmer Self -Certification
The purpose of this addendum is to allow applicants to certify if they qualify as a Limited Resource
Farmer or a New Farmer in accordance with North Carolina G.S. 143-215.74(b). All applicants may be
asked to provide tax or other records necessary to justify their claim.
This information will be maintained in the district file as a portion of the application and is part of the public
record,
To be considered for special cost share rates for which new farmers or limited resource farmers are
eligible, you must complete and sign both the limited resource farmer and new farmer certifications below. .
Limited Resource Farmer Certification
Please initial next to the statement according to your certification.
I hereby certify that direct and indirect agricultural sales from my agricultural operation have not
exceeded $100,000.00 in each of the previous two calendar years and that my adjusted gross
household income in each of the previous two calendar years did not exceed $41,920.00 . I
understand that I may be asked to provide tax or other records to justify my claim.
I hereby certify that I do not qualify as a limited resource farmer per N.C.G.S. 143-215.74(b).
I choose not to indicate my eligibility status. I understand that I .will not be considered for special
cost share rates available to qualifying limited resource farmers.
Signature Date
New Farmer Certification
Please initial next to the statement according to your certification.
I hereby certify that all persons who materially and substantially participate in my operation have
less than 10 (ten) consecutive years of farming experience.
Q.�i-) i hereby certify that I do not qualify as a new farmer per N.C.G.S. 143-215.74(b).
— I choose not to indicate my eligibility status. I understand that I will not be considered for special
cost share rates available to qualifying new farmers. t
[
Signat re" Date �i _

NC DENR
DSWC
NC-ACSP-2D
(12/2003)
NORTH CAROLINA
AGRICULTURE COST SHARE PROGRAM
COST SHARE AGREEMENT
This agreement is entered into on this day of , by and between the
Iredell Soil and Water Conservation District and
Darlene Bell (Applicant) of 290 Farmwood Road
(Applicant) of
(Landowner) of
(Landowner) of
hereinafter called "the cooperator(s)". This agreement for Contract No. 49-07-06-16 covers
the period of practice installation up to, but not beyond, the first Wednesday in June 2010 , and
includes all items pursuant to 15A NCAC 6E .0102 (g).
THE COOPERATOR(S) AGREES TO:
(1) Implement the best management practice(s) to the best of his/her ability in compliance with the
rules governing this cost share program and according to the attached Conservation Plan of
Operation (CPO); which is incorporated herein by reference.
(2) Complete one-third (1/3) of the installation of the Best Management Practice(s) as described in
the attached CPO, as determined by the Iredell Soil and Water Conservation District within
the first twelve (12) months following approval of the CPO by the district board of supervisors.
Failure to comply with this item will result in the immediate termination of this Cost Share
Contract. Cooperator(s) may request the Iredell Iredell Soil and Water Conservation District
to approve a six (6) month extension of this provision to avoid termination of the contract.
(3) Maintain and -continue the cost shared best management practices in the attached CPO for the
minimum life set forth by the Soil and Water Conservation Commission. If the cooperator(s)
fails to properly maintain or continue the cost shared practices for their intended use for the life
of the practice, the cooperator(s) shall repair or reimplement the practice within 30 days (up to
one calendar year for vegetative practices) or repay the State of North Carolina a Percentage of
the cost share payment as set forth in 15A NCAC 6E.
(4) Soil test at least every two years on benefited acres for the duration of the contract
maintenance period. Samples shall be submitted to the NCDACS Agronomic Division (or other
acceptable testing facility) and the fertilizer application recommendations followed as closely as
reasonably and practically possible.
(5) As a condition for receiving cost share assistance for waste management systems, have the
waste material analyzed once every year to determine its nutrient content and, if the waste is
land applied, to annually submit a soil test sample for analysis of the area of waste application;
and to apply the waste as close as reasonably and practically possible to recommended
fertilizer rates. If the cooperator(s) fails to have waste and soil analyzed within a prescribed .
amount of time as specified by the District, the cooperator(s) will repay to the State of North
Carolina a percentage of the cost share payment as set forth in 15A NCAC 6E.

NC DENR
DSWC
NORTH CAROLINA AGRICULTURE COST SHARE PROGRAM
CLIENT IDENTIFICATION INFORMATION .
NC-ACSP-1 P
(12/2005)
NOTE: Complete a separate NC-ACSP-1 P form for each party who will receive payments under the
contract.
ACSP Contract Number: 49-07-06-16
NAME:
SSN:
BUSINESS:
FED ID:
SIGNATU E'`: _ h
� -
DAT
* - By signing this form the ACSP participant certifies that the Social Security Number or
Federal Tax ID Number is the correct number for this individual/business.
Statement of Purpose for collecting personal identification information:
The Department of Environment and Natural Resources is required to issue a 1099-form to
the Internal Revenue Service (IRS) for any individual to whom it issues a check. Because
the IRS uses the social security number or Federal Tax ID number to as an unique
'identifier, the Department must collect that information from any individual to whom it
issues a check.
The Department does not use the social security number or Federal Tax ID number for any
purpose other than that stated above.

NCACSP-- 1 Addendum
NCDENR NC-ACSP-1 E
DSWC (7/2004)
North Carolina Agriculture Cost Share Program
New or Limited Resource Farmer Self -Certification
The purpose of this addendum is to allow applicants to certify if they qualify as a Limited Resource
Farmer or a New Farmer in accordance with North Carolina G.S. 143-215,74(b). All applicants may be
asked to provide tax or. other records necessary to justify their claim.
This information will be maintained in the district file as a portion of the application and is part of the public
record.
To be considered for special cost share rates for which new farmers or limited'resource farmers are
eligible, you must complete and sign both the limited resource farmer and new farmer certifications below.
Limited Resource Farmer Certification
Please initial next to the statement according to your certification.
I hereby certify that direct and indirect agricultural sales from my agricultural operation have not
exceeded $100,000.00 in each of the previous two calendar years and that my adjusted gross
household income in each of the previous two calendar years did not exceed $41,920.00 . I
understand that I may be asked to provide tax or other records to justify my claim.
I hereby certify that I do not qualify as a limited resource farmer per N.C.G.S. 143-215.74(b).
I choose not to indicate my eligibility status. I understand that I will not be considered for special
cost share rates available to qualifying limited resource farmers.
to
Signature Date'
New Farmer Certification
Please initial next to the statement according to your certification.
I hereby certify that all persons who materially and substantially participate in my operation have
less than 10 (ten) consecutive years of farming experience.
hereby certify that I do not qualify as a new farmer per N.C.G.S. 143-215.74(b).
I choose not to indicate my eligibility status. I understand that I will not be considered for'special
cost share rates available to qualifying new farmers.
Si nature Date!

360-1
NATURAL RESOURCES CONSERVATION SERVICE
CONSERVATION PRACTICE STANDARD
CLOSURE OF WASTE IMPOUNDMENTS
(Number)
Code 360
DEFINITION
The closure of waste impoundments (treatment
lagoons and waste storage ponds), that are no
longer used for their intended purpose, in an
environmentally safe manner.
PURPOSE
This practice may be applied as part of a
conservation management system to support
one or more of the following purposes.
• To protect the quality of surface water and
groundwater resources;
• To eliminate a safety hazard for humans and
livestock;
• To safeguard the public health.
CONDITIONS WHERE PRACTICE APPLIES
This practice applies to animal Waste Treatment
Lagoons and Waste Storage Ponds
(impoundments) that are no longer used for their
original intended purpose.
CRITERIA
Objective
The objective is to remove waste materials to the
maximum extent practicable from a
lagoon/structure prior to closure.
Water Quality Testing
No special water quality testing will be required,
unless the waste impoundment is a candidate for
the Alternate Method of Closure.
All sludge will be removed as determined by
visual inspection.
Removal of Inflow Devices
All devices used to convey animal waste into the
lagoon or storage pond shall be removed.
Spillways
All abandoned impoundments that are not
breached or filled that have an embankment of 3
feet or more, shall have a principal spillway and
an emergency spillway installed that meets the
requirements of the Pond Conservation Practice
Standard (Code 378).
Excavated Pits
For excavated pits that were previously used for
waste treatment lagoons or waste storage ponds
that are to be closed, all reasonable efforts must
be made to agitate and remove all waste
materials. If the bottom of the lagoon/structure
is above the water table at the time of closure
and will support earth -moving equipment, it must
be scraped. A qualified technical. specialist must
determine the sail stability for earth moving
equipment. For lagoons/structures that are not
to be scraped and those with bottoms
documented to be below the water table at the
time of closure, the depth of "agitated" waste
material remaining in the lagoon/structure at the
time of closure may not exceed a maximum
depth of one (1) foot.
The wastewater will be analyzed and land
applied in accordance wih the requirements of
the Waste Utilization Conservation Practice
Standard (Code 633).
Once all sludge is removed, the owner has the*
option of using the structure as a fresh water
pond, or the pit may be filled.
Embankment Structures
If a lagoon/structure is to be breached, the liquid
must be pumped out and the remaining waste
material scraped. Reasonable efforts must be
made to remove all waste materials prior to
closure.
For impoundments not to be breached,
reasonable efforts must be made to agitate and
Conservation practicc standards are reviewed periodically, and updated if needed. To obtain
the current version of this standard, contact the Natural Resources Conservation Service.

360-3
PLANS AND SPECIFICATIONS
Plans and specifications for closure of
abandoned waste treatment lagoons and waste
storage ponds shall be in keeping with this
standard and shall describe the requirements for
applying the practice to achieve its intended
purpose. .
if the waste facility being converted to a fresh
water pond is required to meet the Pond
Conservation Practice Standard (Code 378) , the
plans and specifications will also be in keeping
with the requirements of that standard.
OPERATION AND MAINTENANCE
A properly decommissioned waste impoundment
should require little or no operation and
maintenance; however, if it has been converted
to another use, such as a fresh water pond,
operation and maintenance will be in accordance
with the needs as set forth in the Pond
Conservation Practice Standard (Code 378).
NRCS, NC
March 2002

Closure of Waste Impoundments
Definition
The closure of impoundments (treatment lagoons and waste storage ponds), that are no longer
used for their intended purpose in an environmentally safe manner.
Objective
The objective is to re -move waste materials (liquid and solids) to the maximum extent
practicable; as determined by a representative of DSWC or NRCS, from a lagoon/structure
prior to closure.
Water Quality Testing
No special water quality testing will be required, but a waste analysis and a soil samples will be
needed. All sludge will be removed as determined by visual inspection.
Removal of Inflow Devices
All devices used to convey animal waste into the lagoon or storage pond shall be removed.
Excavated Exits
For waste storage poncis that are to be closed, all reasonable efforts must be made to agitate
and remove all waste materials. If the bottom of the structure is above the water table at the
time of closure and will support earth -moving equipment, it must be scraped. A qualified
technical specialist must determine the soil stability for earth moving equipment. The waste
water will be analyzed and applied to crops at agronomic rates based on the Waste Utilization
Plan. Once all sludge is removed, the structure will be filled.
Embankment Structures
If a lagoon/structure is to be breached, the liquid must be pumped out and the remaining waste
material scraped. Reasonable efforts must be made to remove all waste materials prior to
closure. For impoundments not to be breached, reasonable efforts must be made to agitate
and remove all waste materials. If the bottom of the lagoon/structure is above the water table
at the time of closure and will support earth -moving equipment, it must be'scraped. A qualified
technical specialist must determine the soil stability for earth moving equipment. The waste
water will be analyzed and applied to crops at agronomic rates based on the Waste Utilization
Plan. The embankrinent -wil, be breached so that it will no longer impound liquid, the slopes and
bottom of the brzacin s:.aM be stable for the soil material involved, but the side slopes shall be
2.5:1.
Vegetation
All disturbed areas s`lail be vegetated and maintained in accordance with the attached
Vegetation Specifications.
CONSIDERAT0'K s ,
The proper rerjoval :)-.,organics and nutrients and prevention of pollutant discharges to surface
waters is the responsibility of the owner.

United States Department of Agriculture Natural Resources Conservation Service
STATEMENT OF WORK
Closure of Waste Impoundments (360)
North Carolina
These deliverables apply to this individual practice. For other planned practice deliverables refer
to those specific Statements of Work.
DESIGN
Deliverables:
1. Design documents that comply with the purpose of the practice selected by the decision -maker
and the applicable criteria in the NRCS practice standard, and are compatible with other planned
and applied practices.
a. Practice purpose(s) as identified in the conservation plan
b. List of required permits to be obtained by the client
c. Compliance with NRCS national and state utility safety policy (NEM Part 503-Safety,
Subpart A - Engineering Activities Affecting Utilities 503.00 through 503.06)
d. Practice standard criteria related computations and analyses to develop plans and
specifications including but not limited to:
i. Geology and Soil Mechanics (NEM Subpart 531a)
ii. Hydrology/Hydraulics
iii. Structural
iv. Environmental Considerations
v. Vegetation
vi. Safety Considerations (NEM Part 503-Safety, Subpart A, 503.10 through
503.12)
2. Written plans and specifications including sketches and drawings shall be provided to the client
that adequately describes the requirements to install the practice and obtain necessary permits...
3. Design Report and Inspection Plan as appropriate (NEM Part 511, Subpart B Documentation,
511.11 and Part 512, Subpart D Quality Assurance Activities, 512.30 through 512.32).
a.. Operation and Maintenance Plan
5. Certification that the design meets practice standard criteria and comply with applicable laws and
regulations (NEM Subpart A, 505.03 (a) (3)).
6. Design modifications during installation as required.
INSTALLATION
Deliverables
1. , Pre installation conference with client and contractor.
2. Verification that client has obtained required permits.
3. Staking and layout according to plans and specifications including applicable layout notes.
4. Installation inspection (according to inspection plan as appropriate).
a. Actual materials used (Part 512, Subchapter D Quality Assurance Activities, 512.33)
b. Inspection records
5. Facilitate and implement required design modifications with client and original designer
6. Advise client/NRCS on compliance issues with all federal, state, tribal, and local laws, regulations
and NRCS policies during installation.
7, Certification that the installation process and materials meets design and permit requirements.
CHECKOUT
Deliverables
1. As -Built documentation.
a. Extent of practice units applied
b. Drawings
c. Final quantities
2. Certification that the installation meets NRCS standards and specifications and is in compliance
with permits (NEM Subpart A, 505.03 (c) (1)).
3. Progress reporting,
September 30, 2004

United States Department of Agriculture Natural Resources Conservation Service
STATEMENT OF WORK
Closure of Waste Impoundments (360)
North Carolina
REFERENCES
• NRCS Field Office Technical Guide (eFOTG), Section IV, Conservation Practice Standard - Closure
of Waste Impoundments, 360
• NRCS National Engineering Manual (NEM).
• NRCS National Environmental Compliance Handbook
• NRCS Cultural Resources Handbook
September 34, 2004 2

\N A rkj,, Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
0 ,C Alan W. Klimek, P.E. Director
Division of Water Quality
February 21, 2006
F E B 2 4 2006
Darlene Bell NC DENR MR4
Bell Dairy DWQ - A fifer Protectlon
290 Farmwood Drive
Statesville, North Carolina 28625-8514
Subject: Request for Removal of Registration
Certificate of Coverage No. AWC490044
Bell Dairy
Animal Waste Management System
Iredell County
Dear Mrs. Bell:
Thank you for notifying the Division of Water Quality that your operation is now out of business
and submitting your request for removal from the registration database. However, your
Certificate of Coverage No. AWC490044 must remain active until the animal waste management
system is completely closed according to Natural Resource Conservation Service (NRCS)
standards. You must continue to meet all requirements listed in the State General Permit
AWG200000. If you have any questions regarding this matter, please call me at [phone].
Sincerely,
Todd A. Bennett
Environmental Engineer
Cc: APS Central Files
Aquifer Protection Section, Mooresville Regional office
Wnc Carolina
Aquifer Protection Section 1636 Mail Service Center Raleigh, NC 27699-1636 Phone [phone] Customer Service •"tura!!f
Internet: http://h2o.enr.state.nc.us 2728 Capital Boulevard Raleigh, NC 27604 Fax [phone]
Fax [phone]
An Equal OpportunitylAffirmetive Action Employer— 50% Recycledll0°% Post Consumer Paper

Michael F. Easley, Governor
William G, Ross Jr.. Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P. E., Director
Division of Water Quality
October 1, 2004
Lucius Perry Bell, III
a C l ? 2004
Bell Dairy 02N OF & ANT
290 Farmwood Dr. AX,4 PIATUML Mq=CEg
Statesville NC 28625-8514 003MMWLS
Subject: Certificate of Coverage No. AWC490044
Bell Dairy
Cattle Waste Collection, Treatment,
Storage and Application System
Iredell County
Dear Lucius Perry Bell, III:
On June It, 2004, the North Carolina Division of Water Quality (Division) issued a revised State General
Permit for swine facilities. The General Permit was issued in accordance with the directive of Senate Bill
733 (Session Law 2003-28).
In accordance with your application received on March 10, 2003 and in accordance with the directive of
Senate Bill 733, we are hereby forwarding to you this Certificate of Coverage (COC) issued to Lucius
Perry Bell, III, authorizing the operation of the subject animal waste collection, treatment, storage and
land application system in accordance with General Permit AWG200000. The issuance of this COC
supercedes and terminates your previous COC Number AWC490044 which expires October 1, 2004.
This approval shall consist of the operation of this system including, but not limited to, the management
of animal waste from the Bell Dairy, located in fredell County, with an animal capacity of no greater than
an annual average of 205 Dairy cattle and the application to land as specified in the facility's Certified
Animal Waste Management Plan (CAWMP).
The COC shall be effective from the date of issuance until September 30, 2009. Pursuant to this COC,
you are authorized and required to operate the system in conformity with the conditions and limitations as
specified in the General Permit, the facility's CAWMP, and this COC. An adequate system for collecting
and maintaining the required monitoring data and operational information must be established for this
facility. Any increase in waste production greater than the certified design capacity or increase in number
of animals authorized by this COC (as provided above) will require a modification to the CAWMP and
this COC and must be completed prior to actual increase in either wastewater flow or number of animals.
Please carefully read this COC and the enclosed State General Permit. Since this is a revised State
General Permit, it contains new requirements in addition to most of the conditions contained in the
previous State General Permit. Enclosed for your convenience is a package containing the new and
revised forms used for record keeping and reporting. Please pay careful attention to the record keeping
and monitoring conditions in this permit.
If your Waste Utilization Plan has been developed based on site specific information, careful evaluation
of future samples is necessary. Should your records show that the current Waste Utilization Plan is
inaccurate you will need to have a new Waste Utilization Plan developed.
Aquifer Protection Section —Animal Feeding Operations Unit
1636 Mail Service Center, Raleigh, North Carolina 27699-1638 One
NorthCarolina
Phone: [phone] FAX: [phone] / Internet: h2o,enr,state,nc.us Aaturally
An Equal OpportunitylAffirmative Action Employer — 50% Recycledl10% Post Consumer Paper

The issuance of this COC does not excuse the Permittee from the obligation to comply with all applicable
laws, rules, standards, and ordinances (local, state, and federal), nor does issuance of a COC to operate
underthis permit convey any property rights in either real or personal property.
Upon abandonment or depopulation for a period of four years or more, the Permittee must submit
documentation to the Division demonstrating that all current NRCS standards are met prior to restocking
of the facility.
Per 15A NCAC 2H .0225(c) a compliance boundary is provided for the facility and no new water supply
wells shall be constructed within the compliance boundary. Per MRCS standards a 100 foot separation
shall be maintained between water supply wells and any lagoon, storage -pond, or any wetted area of a
spray field.
Please be advised that any violation of the terms and conditions specified in this COC, the General Permit
or the CAWMP may result in the revocation of this COC, or penalties in accordance with NCGS 143-
215.6A through 143-215.6C including civil penalties, criminal penalties, and injunctive relief.
If you wish to continue the activity permitted under the General Permit after the expiration date of the
General Permit, an application for renewal must be filed at least 180 days prior to expiration.
This COC is not automatically transferable. A name/ownership change application must be submitted to
the Division prior to a name change or change in ownership.
If any parts, requirements, or limitations contained in this COC are unacceptable, you have the right to
apply for an individual permit by contacting the staff member listed below for information on this
process. Unless such a request is made within 30 days, this COC shall be final and binding.
This facility is located in a county covered by our Mooresville Regional Office. The Regional Office
Water Quality Staff may be reached at [phone]. If you need additional information concerning
this COC or the General Permit, please contact J.R. Joshi at [phone].
Sincerely,
for Alan W. Klimek, P.E.
Enclosures (General Permit AWG200000)
cc: (Certificate of Coverage only for all cc's)
Mooresville Regional Office, Aquifer Protection Section
Iredell County Health Department
Iredell County Soil and Water Conservation District
Permit File AWC490044
APS Central Files

Type of Visit 7compliance Inspection O Operation Review O Structure Evaluation O Technical Assistance
Reason for Visit OtRoutine O Complaint O Follow up O Referral O Emergency O Other ❑ Denied Access
Date of Visit: �Arrival Time: ,��uJ �/�'1 Departure Time: County:Region-a
Farm Name: & ft.. Dtim,x Owner Email:
Owner Name: ". /.4 PC,'yC �cI n Phone:
Mailing Address:
Physical Address: Ira?o Lo20011 Zr '*a"✓Lr yVC �9S4yi s,__
Facility Contact:pko�k/t Title: QY G Phone No:
Onsite Representative: Integrator:
Certified Operator: Operator Certification Number:
Back-up Operator:
Location of Farm:
Swine
Wean to Finish
Wean to Feeder
Feeder to Finish
Farrow to Wean
Farrow to Feeder
Farrow to Finish
Gilts
Boars
Other
❑ Other
Back-up Certification Number:
Latitude: 0 0= f = Longitude: 0 0= 1
Design Current Design Current
Capacity Population Wet Poultry Capacity Population
❑ Layer
J ❑ Non -La et
Dry Poultry
❑ Layers
❑ Non -Layers
❑ Pullets
❑ Turkeys
❑ Turkey Poults
❑ Other
Discharges & Stream Impacts
1. Is any discharge observed from any part of the operation?
Discharge originated at: ❑ Structure ❑ Application Field ❑ Other
a. Was the conveyance man-made'?
b. Did the discharge reach waters of the State? (If yes, notify DWQ)
Design Current
Cattle Capacity Population
Dairy Cow
Qo
t
❑ Dairy Calf
❑ Dairy Heifei
❑ Dry Cow
❑ Non -Dairy
❑ Beef Stocker
❑ Beef Feeder
❑ Beef Brood Cow
c. What is the estimated volume that reached waters of the State (gallons)?
Number of Structures: I=]
d. Does discharge bypass the waste management system? (If yes, notify DWQ)
2. is there evidence of a past discharge from any part of the operation?
3. Were there any adverse impacts or potential adverse impacts to the Waters of the State
other than from a discharge?
❑ Yes 'No ❑ NA ❑ NE
❑ Yes
❑ No
❑ NA
❑ NE
❑ Yes
❑ No
❑ NA
❑ NE
❑ Yes
❑ No
❑ NA
❑ NE
❑ Yes
�No
❑ NA
❑ NE
Cl Yes
XNo
❑ NA
❑ NE
12128104
Continued

•
Facility Number: Date of Inspection at�'l-dj
Waste Coliection & Treatment
4. Is storage capacity (structural plus stonn storage plus heavy rainfall) less than adequate? ❑ Yes 'No ❑ NA ❑ NE
a. If yes, is waste level into the structural freeboard? ❑ Yes ❑ No ❑ NA ❑ NE
Structure I Structure 2 Structure 3 Structure 4 Structure 5 Structure 6
Identifier: w V
Spillway?: T.f
Designed Freeboard (in): L ci T�
Observed Freeboard (in): '�
5. Are there any immediate threats to the integrity of any of the structures observed? ❑ YesTo
❑ NA ❑ NE
(ie/ large trees, severe erosion, seepage, etc.) ((
6. Are there structures on -site which are not properly addressed and/or managed ❑ Yes ''No
El NA ❑ NE
through a waste management or closure plan? II
If any of questions 4-6 were answered yes, and the situation poses an immediate public health or environmental threat, notify DWQ
7. Do any of the structures need maintenance or improvement? ❑ Yes �No
❑ NA ❑ NE
8. Do any of the stuetures lack adequate markers as required by the permit? ❑ Yes '0!No
❑ NA ❑ NE
(Not applicable to roofed pits, dry stacks and/or wet stacks)
9. Does any part of the waste management system other than the waste structures require ❑ Yes �No
❑ NA ❑ NE
maintenance or improvement?
Waste Application
10. Are there any required buffers, setbacks, or compliance altematives that need ❑ Yes
PKNo
❑ NA ❑ NE
maintenance/improvement?
11. Is there evidence of incorrect application? If yes, check the appropriate box below. ❑ Yes WNo
❑ NA ❑ NE
❑ Excessive Ponding ❑ Hydraulic Overload ❑ Frozen Ground ❑ Heavy Metals (Cu, Zn, etc.)
❑ PAN ❑ PAN > 10% or 10 lbs ❑ Total Phosphorus ❑ Failure to Incorporate Manure/Sludge into Bare Soil
❑ Outside of Acceptable Crop Window ❑ Evidence of Wind Drift ❑ Application Outside of Area
12. Crop type(s)
13. Soil type(s)
14. Do the receiving crops differ from those designated in the CAWMP?
❑ Yes [�L:No
❑ NA
❑ NE
15. Does the receiving crop and/or land application site need improvement?
❑ Yes XNo
❑ NA
❑ NE
16. Did the facility fail to secure and/or operate per the irrigation design or wettable acre determinationi0 Yes A'No
❑ NA
❑ NE
17. Does the facility lack adequate acreage for land application?
❑ Yes Wo
❑ NA
❑ NE
t8. Is there a lack of properly operating waste application equipment?
❑ Yes PNo
❑ NA
❑ NE
.- �.'`$�� � no- ..�, n� c i,�s�r, y�Y y i� b' - x •.
Comnients4{refer�to question #} ExplainianyF�Ytj nswers�and/or anyendations or any other comments.
bd. �. z s a b s t�,�x
Use drawings of4facility:,tobetter explain situahons�(usei'addihonal F. as necessary):
€"�' d, t :mFa zh.,.�or�•7, �e.eii.i�.rWq=i,r.,.nsti-4sFi.Fa..i
Phone:
Reviewer/Inspector Name �
Reviewer/Inspector Signature: — Date: —CP
12128 04 Continued

Facility Number: �f y — Date of Inspection
Required
Records & Documents
19.
Did the facility fail to have Certificate of Coverage & Permit readily available?
❑ Yes
)6No
❑ NA
❑ NE
20.
Does the facility fail to have all components of the CAWMP readily available? If yes, check
❑ Yes
JKNo
❑ NA
❑ NE
the approprrate box. ❑ WUP ❑ Checklists ❑ Design El Maps ❑Other
21.
Does record keeping need improvement? If yes, check the appropriate box below.
❑ Yes
XNo
❑ NA
❑ NE
❑ Waste Application ❑ Weekly Freeboard ❑ Waste Analysis ❑ Soil Analysis ❑ Waste Transfers ❑ Annual Certification
❑ Rainfall ❑ Stocking ❑ Crop Yield ❑ 120 Minute Inspections ❑ Monthly and I" Rain Inspections ❑
Weather Code
22.
Did the facility fail to install and maintain a rain gauge?
❑ Yes
XNo
❑ NA
❑ NE
23.
If selected, did the facility fail to install and maintain rainbreakers on irrigation equipment?
❑ Yes
No
❑ NA
❑ NE
24.
Did the facility fail to calibrate waste application equipment as required by the permit?
❑ Yes
No
❑ NA
❑ NE
25.
Did the facility fail to conduct a sludge survey as required by the permit?
❑ Yes
No
❑ NA
❑ NE
26.
Did the facility fail to have an actively certified operator in charge?
❑ Yes
No
❑ NA
❑ NE
27.
Did the facility fail to secure a phosphorus loss assessment (PLAT) certification?
❑ Yes
[ No
❑ NA
❑ NE
Other Issues
28.
Were any additional problems noted which cause non-compliance of the permit or CAWMP?
❑ Yes'KNo
❑ NA
❑ NE
29.
Did the facility fail to properly dispose of dead animals within 24 hours and/or document
❑ Yes
kNo
❑ NA
❑ NE
and report the mortality rates that were higher than normal?
30.
At the time of the inspection did the facility pose an odor or air quality concern?
❑ Yes
t9!No
❑ NA
❑ NE
Ifyes, contact a regional Air Quality representative immediately
31.
Did the facility fail to notify the regional office of emergency situations as required by
❑ Yes
o
❑ NA
❑ NE
General Permit? (iel discharge, freeboard problems, over application)
32.
Did Reviewer/Inspector fail to discuss review/inspection with an on -site representative?
❑ Yes
KNo
❑ NA
❑ NE
33.
Does facility require a follow-up visit by same agency?
❑ Yes
No
❑ NA
❑ NE
Additional Comments and/or Drawings: w ,,
F.A�rr^ A ,�fi, 4,, // ix !�w%/,,;ti..►•�, ���n atity
12128104

4
Facility Number r� Date or visit: % Time:
Not Operational Q Below Threshold
N Permitted ;3 Certified [3 Conditionally Certified © Registered Date Last Operated or Above Threshold:
FarmName:pR:.PCY ......................................................................................... County: ...4m...4.11.......................................................
OwnerName: .j4W4.ry.... 6.4.1r...................................................................................... Phone No:.......................................................................................
Mailing Address: .� a..... p!11:1r1.... wp a.u!.................................................... ..... � .34 &..................... jqc.................
hZKY..o�
Facility Contact:,�,�...............................................Title................................................................. Phone No:...................................................
OnsiteRepresentative:........................................................................................................... Integrator:
CertifiedOperator : .............................................. ..... ............................................................. Operator Certification Number:..........................................
Location of Farm:
❑ Swine ❑ Poultry It Cattle ❑ Horse Latitude ' 4 66 Longitude • ' «
Discharges & Stream lmaacts
1. Is any discharge observed from any part of the operation? ❑ Yes J$ No
Discharge originated at: ❑ Lagoon ❑ Spray Field ❑ Other
a. If discharge is observed, was the conveyance man-made? ❑ Yes ❑ No
b. If discharge is observed, did it reach Water of the State? (If yes, notify DWQ) ❑ Yes ❑ No
c. If discharge is observed, what is the estimated flow in gal/min?
d. Does discharge bypass a lagoon system? (If yes, notify DWQ) ❑ Yes ❑ No
2. Is there evidence of past discharge from any part of the operation? ❑ Yes ® No
3. Were there any adverse impacts or potential adverse impacts to the Waters of the State other than from a discharge? ❑ Yes No
Waste Collection & Treatment
4. Is storage capacity (freeboard plus storm storage) less than adequate? ❑ Spillway ❑ Yes No
Structure I Structure 2 Structure 3 Structure 4 Structure 5 Structure 6
Identifier:............................................................................................................................................................................... ......... I .........................
Freeboard (inches): 21,
12112103 Continued

r
Facility Number: LlAy— yy Date of Inspection
5. Are there any immediate threats to the integrity of any of the structures observed? (ie/ trees, severe erosion, ❑ Yes IN No
seepage, etc.)
6. Are there structures on -site which are not properly addressed and/or managed through a waste management or ❑ Yes ® No
closure plan?
(If any of questions 4-6 was answered yes, and the situation poses an
immediate public health or environmental threat, notify DWQ)
7. Do any of the structures need maintenance/improvement? ❑ Yes 91 No
8. Does any part of the waste management system other than waste structures require maintenance/improvement? ❑ Yes ® No
9. Do any stuctures lack adequate, gauged markers with required maximum and minimum liquid level ❑ Yes ® No
elevation markings?
Waste Application
I0. Are there any buffers that need maintenance/improvement? ❑ Yes No
11. Is there evidence of over application? If yes, check the appropriate box below. ❑ Yes ® No
❑ Excessive Ponding ❑ PAN ❑ Hydraulic Overload ❑ Frozen Ground ❑ Copper and/or Zinc
12. Crop type
13. Do the receiving crops differ with those designated in the Certified Animal Waste Management Plan (CAWMP)?
❑ Yes
®'No
14. a) Does the facility lack adequate acreage for land application?
❑ Yes
® No
b) Does the facility need a wettable acre determination?
❑ Yes
❑ No
c) This facility is pended for a wettable acre determination?
❑ Yes
❑ No
15. Does the receiving crop need improvement?
❑ Yes
® No
16. Is there a lack of adequate waste application equipment? ❑ Yes ® No
Odor INSnes
17. Does the discharge pipe from the confinement building to the storage pond or lagoon fail to discharge at/or below ❑ Yes gj No
liquid level of lagoon or storage pond with no agitation?
18. Are there any dead animals not disposed of properly within 24 hours? ❑ Yes IN No
19. Is there any evidence of wind drift during land application? (i.e. residue on neighboring vegetation, asphalt, ❑ Yes ® No
roads, building structure, and/or public property)
20. At the time of the inspection did the facility pose an odor or air quality concern? If yes, contact a regional ❑ Yes No
Air Quality representative immediately.
Field Copy ❑ Final Notes
S"k 8 a �o S.r<�c..:�► S,r, s pN y_iy. y�t d►� a ny S• Ste. �- �s +'�, �"
Or- 4. O S h 70' � '� peg 1«."ar s� �a c�"pP' oN #,1jo.*V*w f 4o PeNGrS. `�,-�r►c 7^
&N2 moo.+ cmMP/elUvr �y Ate, 31.
Rtr.,.df pQ,p.W_1V Mom- 4A4»-_-1-
Reviewer/Inspector Name,
Reviewer/Inspector Signature:
Date: Ac
12112103
Continued

Facility Number: Y Date of Inspection
Required Records & Documents
21.
Fail to have Certificate of Coverage & General Permit or other Permit readily available?
❑ Yes
No
22.
Does the facility fail to have all components of the Certified Animal Waste Management Plan readily available?
(ie/ WUP, checklists, design, maps, etc.)
❑ Yes
No
23.
Does record keeping need improvement? If yes, check the appropriate box below.
® Yes
❑ No
[I Waste Application ❑ Freeboard E] Waste Analysis ❑ Soil Sampling
24.
Is facility not in compliance with any applicable setback criteria in effect at the time of design?
❑ Yes
® No
25.
Did the facility fail to have a actively certified operator in charge?
❑ Yes
® No
26.
Fail to notify regional DWQ of emergency situations as required by General Permit?
(ie/ discharge, freeboard problems, over application)
❑ Yes
IN No
27.
Did Reviewer/Inspector fail to discuss review/inspection with on -site representative?
❑ Yes
® No
28.
Does facility require a follow-up visit by same agency?
❑ Yes
m No
29.
Were any additional problems noted which cause noncompliance of the Certified AWMP?
❑ Yes
® No
NPDES Permitted Facilities
30.
Is the facility covered under a NPDES Permit? (If no, skip questions 31-35)
❑ Yes
® No
31.
If selected, did the facility fail to install and maintain rainbreakers on irrigation equipment?
❑ Yes
❑ No
32.
Did the facility fail to install and maintain a rain gauge?
❑ Yes
❑ No
33.
Did the facility fail to conduct an annual sludge survey?
❑ Yes
❑ No
34. Did the facility fail to calibrate waste application equipment? ❑ Yes ❑ No
35. Does record keeping for NPDES required forms need improvement? If yes, check the appropriate box below. ❑ Yes ❑ No
❑ Stocking Form ❑ Crop Yield Form ❑ Rainfall ❑ Inspection After V Rain
❑ 120 Minute Inspections ❑ Annual Certification Form
12112103

of WArF'4
�C� QG
7
r
4 'c
Mr. Perry Bell
315 Bell Farm Rd.
Statesville, NC 28625
Dear Mr. Bell:
t1-4-/4U
Michael Fttasley, Governor
William G. Ross, Jr.,Secretary
North Carolina Department of Environment and Natural Resources
WATER QUALITY SECTION
October 29, 2003
Subject: Bell Dairy, Site Inspection
Certificate of Coverage AWC490044
Iredell County, NC
Alan W. Klimek, P.E., Director
Division of Water Quality
Coleen Sullins, Deputy Director
Division of Water Quardy
Alan Johnson of this Office conducted a site inspection of your facility on October 28, 2003.
It was noted that the upper pond was full due to a clogged overflow pipe. The pond needs to be
pumped immediately and the overflow pipe cleared. With the exception of the above, no major
problems were noted at the facility. Please note the comment section of the enclosed copy of the
inspection report.
If you have any questions concerning this matter, please do not hesitate to contact Mr.
Johnson or me at [phone].
cc:. File
AGA
t`=bE
Customer Service
1 877-623-6748
Sincerely,
D. Rex Gleason, P.E.
Water Quality Regional Supervisor
Mooresville Regional Office. 919 North Main Street, Mooresville, NC 28115
PHONE [phone]
FAX [phone]

Type of Visit O Compliance Inspection Q Operation Review O Lagoon Evaluation
IReason for Visit O Routine O Complaint O Follow up O Emergency Notification Q Other ❑ Denied Access
Date of Visit: 11}I28/2003 Time:
Facilit�� Number 49 44
Q Not O erational Q 13elow Threshold
® Permitted ® Certified 13 Conditionally Certified [3 Registered
FarmName: hell blry.........................................................................................................
OwnerName: >aut:illS.r Y....................... Be[Ull.......................................... ............
Mailing Address: ��Q.katJIIIYYA.Aft.�C,.................................
Date Last Operated or Above 'Threshold : .........................
Count. 1 cdcu..........
MQ...........
Phone No:(.7.041.8.7.3-0.4.4.1..................................
......................
S M.Y.ill9...NC...................................................... ZA6A$:8.111.
FacilityContact: ..............................................................................Title:................................................................ Phone No:...................................................
Onsite Representative: JPFJ ,RY.REL, ... Integrator:..........
Certified Operator :)(•,li.0 u,Pi ............................... 18C11.111.............................................. Operator Certification Number:115Q .............................
Location of Farm:
East of Statesville. From the intersection of Hwy 70E and Bell Farm Rd. (SR 2316), travel north approximately 2 mi. on Bell
Farm Rd. Farm is on the right side of road.
❑ Swine ❑ Poultry ® Cattle ❑ Horse Latitude 35 • 47 16 Longitude F 80 ` 47 47 N
'Swine
Design CurrentDesign Current M.Design ::.Current„
Ca aci Po ulation ''P
_.oultry Capacity Population :Cattle :f Ca aci :•Po ulatton
❑ Wean to Feeder
❑ Feeder to Finish
❑ Farrow to Wean
❑ Farrow to Feeder
❑ Farrow to Finish
❑ Gilts
❑ Boars
❑ Layer
:
® Dairy
1 205 160
❑ Non -Layer
❑ Non -Dairy
❑ Other
: _ .
r� ; �kw;st i r
�_ Ay
"Total Design Capacity
205
287,000
r=Number ofi I.agaoas O Al ��Y ❑ Subsurface Drains Present ❑ Lagoon Area JE1 Spray Field Area
:Holding Pogds / Solld�Traps ;Q N; [I N q Management System
o Liquid Waste iVl m nt
Discharges & Stream Impacts
1. Is any discharge observed from any part of the operation? ❑ Yes ® No
Discharge originated at: ❑ Lagoon ❑ Spray Field ❑ Other
a. If discharge is observed. was the conveyance man-made? ❑ Yes ❑ No
b. If discharge is observed, did it reach Water of the State? (If yes, notify DWQ) ❑ Yes ❑ No
c. If discharge is observed, what is the estimated flow in gal/min'?
d. Does discharge bypass a lagoon system? (If yes, notify DWQ) ❑ Yes ❑ No
2. Is there evidence of past discharge from any part of the operation? ❑ Yes ® No
3. Were there any adverse impacts or potential adverse impacts to the Waters of the State other than from a discharge? ❑ Yes ® No
Waste Collection & Treatment
4, is storage capacity (freeboard plus storm storage) less than adequate? ® Spillway ❑ Yes ® No
Structure I Stnicture 2 Structure 3 Stnicture 4 5t1'LrCtnre 5 Structure 6
Identifier: ..........UP•PEK......... ......... LOWER .....................................................................................................................................................
Freeboard (inches): 0 18

Facility Number: 49^ 44 � Date of Inspection I0/28/2003
t 5. Are there any immediate threats to the integrity of any of the structures observed? (ie/ trees, severe erosion, ❑ Yes ® No
seepage, etc.)
6. Are there structures on -site which are not properly addressed and/or managed through a waste management or
closure plan? ❑Yes ®No
(If any of questions 4-6 was answered yes, and the situation poses an
immediate public health or environmental threat, notify DWQ)
7. Do any of the structures need maintenance/improvement? []Yes ® No
8. Does any part of the waste management system other than waste structures require maintenance/improvement? ❑ Yes ® No
9. Do any stuctures lack adequate, gauged markers with required maximum and minimum liquid level
elevation markings? ❑ Yes ® No
Waste Annlication
10. Are there any buffers that need maintenance improvement? ❑ Yes ® No
11. Is there evidence of over application? ❑ Excessive Ponding ❑ PAN ❑ Hydraulic Overload ❑ Yes ® No
I2. Crop type Corn (Silage & Grain) Small Grain (Wheat, Barley,
13. Do the receiving crops differ witli those designated in the Certified Animal Waste Management Plan (CAWMP)? ❑ Yes ® No
14. a) Does the facility lack adequate acreage for land application? ❑ Yes ❑ No
b) Does the facility need a wettable acre determination? ❑ Yes ❑ No
c) This facility is pended for a wettable acre determination? Cl Yes ❑ No
15. Does the receiving crop need improvement?
❑ Yes
® No
16. Is there a lack of adequate waste application equipment?
❑ Yes
® No
Required Records & Diwuments
17. Fail to have Certificate of Coverage & General Permit or other Permit readily available?
❑ Yes
® No
18. Does the facility fail to have all components of the Certified Animal Waste Management Plan readily available?
(ie/ WUP, checklists, design, maps, etc.)
❑ Yes
® No
19. Does record keeping need improvement? (ie/ irrigation, freeboard, waste analysis & soil sample reports)
® Yes
❑ No
20. Is facility not in compliance with any applicable setback criteria in effect at the time of design?
❑ Yes
® No
21. Did the facility fail to have a actively certified operator in charge?
❑ Yes
® No
22. Fail to notify regional DWQ of emergency situations as required by General Permit?
(ie/ discharge, freeboard problems, over application)
❑ Yes
® No
23. Did Reviewer/Inspector fail to discuss review/inspection with on -site representative?
❑ Yes
® No
24. Does facility require a follow-up visit by same agency?
❑ Yes
® No
25. Were any additional problems noted which cause noncompliance of the Certified AWNIP? ❑ Yes ® No
No violations or deficiencies were noted during this visit. You will receive no further correspondence about this visit.
Comments (refer to question #): Explain any YES answers and/or any recommendations or any other comments.
Use drawings of facility to better explaiti situations.'(use additional pages as necessary): ❑Field Copy ❑Final Notes
--CLARIFICATION REGARDING SMALL GRAINS IS NEEDED IN THE WASTE PLAN. THE PLAN STATES SMALL GRAIN IS
GROWN FOR THE GRAIN ONLY RATHER THAN FOR SILAGE.
AILED TO OBTAIN A SOIL ANAYLSIS FOR 2002.
THE UPPER STORAGE POND IS FULL. THE OVERFLOW PIPE TO THE LOWER POND IS CLOGGED. THE UPPER POND
IOULD BE PUMPED IMMEDIATELY AND THE OVERFLOWED PIPE CLEARED.
Reviewer/inspector Name Alan Johson
,,...- /"v -_--1 2 - o z

NCDA Agronomic Division 4300 Reedy Creek Road Raleigh, NC 27607-6465 [phone] Report No: W03634 W
Grower: Bell III, Perry Copies To. Southern States
315 Bell Farm Road
Waste
Statesville, NC 286258514
Riohort Farm:
11/13/02 Iredell County
Sample Info. Laboratory Results (parts per million unless otherwise noted)
Sample IO: N P K Ca Og S Fe Mo Zn Cu B Mo Cl C
006 Total 760 239 1212 615 260 75.1 47.9 107 6.44 3.33 1.21
IN -N
Waste Code: A 14
LSD -NO3 Na Ni Cd Pb Al Se Li pH SS C:N DM% CCE% ALE K of
Description: OR-N 539 7.03
Dairy Liq, Slurry Urea
Recommendations: Nutrients Available for First Crop ibs11O00 gallons Other Elements M-5/70O0 gallons
Application Method N P205 K20. Ca Mg S Fe Mn Zn Cu B Mo Ct Na Ni Cd Pb Ai Se Li
Irrigation 2.5 3.2 9.7 3.6 1.5 0.44 0.28 0.06 0.04 0.02 0.01 4.5
the waste product contains a large amount of sodium. Ihis elemer:t can accurnulate in soils where it replaces calcium and contributes to excess soluble salts. Sodium may also darnage the foliage of sensitive plants
where the waste is a liquid and applied in overhead irrigation systems. Monitor sodium accumulation in the soil where the waste is routinely applied.

Draft - Revised January 20, 1999
JUSTIFICATION & DOCUMENTATION FOR MANDATORY WA DETERMINATION
Facility Number-
Farm Name:
On -Site Representati e:
Inspector/Reviewer's Name: J�
Date of site visit:
Date of most recent WUP:
Operation is flagged for a wettable
acre determination due to failure of
Part H eligibility item(s) F1 F2 F3 F4
Operation not required to secure WA
determination at this time based on
exemption E1 E2 E3 E4
Annual farm PAN deficit: 63 7 pounds
Irrigation System(s) - circle #: 1-hard-hose traveler; 2. center -pivot system; 3. linear -move system;
4. stationary sprinkler system w/permanent pipe; 5. stationary sprinkler system wlportable pipe;
6. stationary gun system wlpermanent pipe; 7. stationary gun system wlportable pipe
PART 1. WA De rmination Exemptions (Eligibility failure, Part II, overrides Part I exemption.)
E1 Adequate irrigation design, including map depicting wettable acres, is complete
and signed by an I or PE.
E2 Adequate D, and D./D3 irrigation operating parameter sheets, including map
depicting wettable acres, is complete and signed by an I or PE.
E3 Adequate D, irrigation operating parameter sheet, including map depicting
wettable acres, is complete and signed by a WUP.
E4 75% rule exemption as verified in Part Ill. (NOTE: 75 % exemption cannot be
applied to farms that fail the eligibility checklist in Part 11. Complete eligibility
checklist, Part II - F1 F2 F3, before completing computational table in Part III).
PART 11. 75% Rule Eligibility Checklist and Documentation of WA Determination,
Requirements. WA Determination required because operation fails one of the eligibility
requirements listed below:
F1 Lack of acreage which resulted in over application of wastewater (PAN) on spray
field(s) according to farm's last two years of irrigation records.
F2 Unclear, illegible, or lack of info rmationlmap.
F3 Obvious field limitations (numerous ditches; failure to deduct required
buffer/setback acreage; or 25% of total acreage identified in CAWMP includes
small, irregularly shaped fields - fields less than 5 acres for travelers or less than
2 acres for stationary sprinklers).
F4 WA determination required because CAWMP credits field(s)'s acreage in excess
of 75% of the respective field's total acreage as noted in table in Part 111.

Draft - Revised January 20, 1999
Facility Number •.
Part 111. Field by Field Determination of 75% Exemption Rule for WA Determination
TRACT
NUMBER
FIELD
NUMBER',2
TYPE OF
IRRIGATION
SYSTEM
TOTAL
ACRES
CAWMP
ACRES
FIELD
%
COMMENTS'
N,
.2z
1
t
FIELD NUMBER' - hydrant, pull zone or point numbers may be used in place of field numbers
depending on CAWMP
and type of irrigation system. If pulls, etc. cross more than one field, inspector/reviewer will have to combine fields to
calculate 75% field by field determination for exemption if possible; otherwise operation will be subject to WA
determination.
FIELD NUMBER2 - must be clearly delineated on reap.
COMMENTS' - back-up fields with CAWMP acreage exceeding 75% of its total acres end, having received less than 50%
of its annual PAN as documented in the farm's previous two years' (1997 & 1996) of irrigation records, cannot serve as the
sole basis for requiring a WA Determination. Back-up fields must be noted in the comment section and must be accessible
by irrigation system.
{

r-
QG
William G. Ross Jr, Secretary
North Carolina Department of Environment and Natural Resources
T_
Alan W. Kiir e , P-E- Director
Division of water Quality
WATER QUALITY SECTION
October 25, 2002
Perry Bell
315 Bell Farm Rd.
Statesville, NC 28625
Subject: Bell Dairy, Site Inspection
Certificate of Coverage AWC490044
Iredell County, NC
Dear Mr. Bell:
Alan Johnson of this Office conducted a site inspection of your facility on October 24, 2002.
It was noted that the area between the upper storage pond and concrete pad needs to be filled with
soil to prevent the accumulation of waste. Also, grass mats are beginning to form in.the lower pond.
These should be removed.
With the exception of the above, no major problems were noted at the facility. The waste
application records appeared to be complete. Enclosed please find a copy of the inspection report,
which should be self-explanatory.
If you have any questions concerning this matter, please do not hesitate to contact Mr.
Johnson or me at [phone].
cc: File
Sincerely,
v
D. Rex Gleason, P.E.
Water Quality Regional Supervisor,
R. C. Division of Water Quality 919 North Main Street, Mooresville NC 28115 Phone (7D4) 663-1695
FAX (7D4) 6636D4D

Type of Visit O Compliance Inspection O Operation Review O Lagoon Evaluation
Reason for Visit O Routine O Complaint Q Follow up O Emergency Notification O Other ❑ Denied Access
Facility Number 49 44 Date of Visit: 10/24/20Q2 Time:
Q Not Operational Q Below Threshold
® Permitted ®Certified 13 Conditionally Certified E3 Registered Date Last Operated or Above Threshold:
FarmName: Ht'.U.DAky.......................................................................... County: Ircc L....-•----..............-----».............
Owner Name: )�.0 uts Perry.----------- �e11.AZ--------------------------- Phone No: (79_4 7 -444.1.-------------__.---------
Mailing Address. 3.x�.B&,FarmRaad.......................................... ... ...... '9141c ffic.NC.............................. ................. 186254514...
Facility Contact: ...........................................................Title: Phone No:
Onsite Representative: PF.RL�Y.&E�.L------------------------------------- integrator: -------. __----»-----------___---------
Certified Operator: Lmr ul.P................................ AdIM .............................................. Operator Certification
Location of Farm:
East of Statesville. From the intersection of Hwy 70E and Bell Farm Rd. (SR 2316), travel approximately 2 mi. Farm is on
the right side of road.
❑ Swine .❑ Poultry ® Cattle ❑ horse Latitude 35 ' 47 16 « Longitude 80 ' 47 47 �4
Deslgp . -Current
Design 5 , ' 3Current ... `� ; r Design °. Carrent
'Swine -.-. - .Ca acl � :Po ulation
-:Poultry- .
•Ca 'aci 'Po elation''. "Cattle, ; +,Ca aci Po elation .
❑ Wean to Feeder
Y: ❑ Layer
^. ®Dairy 205 140
l
❑Feeder to Finish
'] Non -Layer
❑ Non -Dairy
❑ Farrow to Wean
.sk„�..s... ....
, a `•-ti'... ..ram...:... a ,t q -r-J .. r - .. - "
:4M
El Farrow to Feeder..
B ❑ Other
ti ❑ Farrow to Finish
�
w Tota l?Des>Ign'Capacity 205
❑ Gilts
t.4❑Boars
; ; ,��w ��: r. f��` •3 s
, Y 4 S
s= M, ` , ' Z..otills `W ` 287,000
i
umbercof4Lagoons 2;-�
❑ Subsurface
Drains Present ❑ Lagoon Area ID Spray Field Area
ql `rY, ndsly/tSalld raps��1
❑ No Liquid Waste Management System r�
♦y
Discharges & Stream impacts
1. is any discharge observed from any part of the operation? ❑ Yes ® No
Discharge originated at: ❑ Lagoon ❑ Spray Field ❑ Other
a. If discharge is observed. was the conveyance man-made'? ❑ Yes El No
b. If discharge is observed, did it reach Water of the State? (If yes, notify DWQ) ❑ Yes ❑ No
c. If discharge is observed, what is the estimated flow in gal/min?
d. Does discharge bypass a lagoon system? (If yes, notify DWQ) ❑ Yes ❑ No
2. Is there evidence of past discharge from any part of the operation? ❑ Yes ® No
3. Were there any adverse impacts or potential adverse impacts to the Waters of the State other than from a discharge? ❑ Yes ® No
Waste Collection & Treatment
4. Is storage capacity (freeboard plus storm storage) less than adequate? ❑ Spillway ❑ Yes ® No
Structure I Structure 2 Structure 3 Structure 4 Structure 5 Structure G
Identifier: ......... main ........• .... .,.... lawzr._...... --....................... -•--•-......-•--•-----•--•............................ ...........................
Freeboard (inches): 12 _ 54

v�isi3ivi
Facility Number: 49--44
Date of Inspection 10/24/2002
5. Are there any immediate threats to the integrity of any of the structures observed? (ie/ trees, severe erosion,
seepage, etc.)
6. Are there structures on -site which are not properly addressed and/or managed through a waste management or
closure plan?
(If any of questions 4-6 was answered yes, and the situation poses an
immediate public health or environmental threat, notify DWQ)
7. Do any of the structures need maintenance/improvement?
❑ Yes N No
❑ Yes N No
❑ Yes ® No
8. Does any part of the waste management system other than waste structures require maintenance/improvement? ❑ Yes N No
9. Do any stuctures lack adequate, gauged markers with required maximum and minimum liquid level
elevation markings? ❑ Yes N No
Waste Application
10. Are there any buffers that need maintenance/improvement? ❑ Yes N No
11. Is there evidence of over application? ❑ Excessive Ponding ❑ PAN ❑ Hydraulic Overload ❑ Yes N No
12. Crop type Corn (Silage & Grain) Small Grain (Wheat, Barley,
13, Do the receiving crops differ with those designated in the Certified Animal Waste Management Plan (CAWMP)? ❑ Yes ®No
14, a) Does the.facility'lack adequate acreage for land application? ❑ Yes ❑ No
b) Does the facility need.a wettable acre determination? ❑ Yes ❑ No
c) This facility is pended for a wettable acre determination? ❑ Yes ❑ No
15. Does the receiving crop need improvement? ❑ Yes ® No
16, Is there a lack of adequate waste application equipment? ❑ Yes N No
Required Records & Documents
I7. Fail to have Certificate of Coverage & General Permit or other Permit readily available? ❑ Yes N No
18. Does the facility fail to have all components of the Certified Animal Waste Management Plan readily available?
(ie/ WUP, checklists, design, maps, etc.) ❑ Yes N No
19. Does record keeping need improvement? (ie/ irrigation, freeboard, waste analysis & soil sample reports) ❑ Yes N No
20. Is facility not in compliance with any applicable setback criteria in effect at the time of design? ❑ Yes N No
21. Did the facility fail to have a actively certified operator in charge? - 0 Yes N No
22. Fail to notify regional DWQ of emergency situations as required by General Permit?
(ie/ discharge, freeboard problems, over application) ❑ Yes N No
23. Did Reviewer/Inspector fail to discuss review/inspection with on -site representative? ❑ Yes N No
24. Does facility require a follow-up visit by same agency? ❑ Yes N No
25. Were any additional problems noted which cause noncompliance of the Certified AWMP? ❑ Yes N No
0 .No violations or deficiencies were.noted during this visit. You will receive no further correspondence -about this visit.
IQ p�3 1111
lBIII SS m c -� It 'at�Orl& Dtl1Cr fmmw
won
obain ations. (tas i ona`l ❑Field Copy El Final Notes —
A BERM OF SOIL NEEDS TO BE PLACED BELOW THE UPPER STORAGE POND TO DIVERT WASTE FROM THE PAVED
LOT INTO THE LOWER STORAGE POND. CURRENTLY, THE WASTE IS ACCUMULATING IN A LOW SPOT BETWEEN
THE PAVED AREA AND STORAGE POND.
y•.7
Reviewer/InspectorName •.:�
. _ . . .
Reviewer/Inspector Signature: Date: l
l�

-• � �J�Gi w,.I�•3� �•, F—7--•�4 �.y � y� v,� J � i c�� ]-rJ--o--rw1 - Y � �� -.._ i - - __ .. _.
J0'ld30 Off
__ --- - -- -- - ---- �-- --- -- - _ _ _.., �,,, eta .�;., �- �-.�.: �" � �- - v; � �, �- }-�--.-J -� i - • - - -- - - - -
n y -Z- _ -.ti.R .n 3 5 -4 -17J
r
i

OF WArf9 Michael F. Easley
Governor
ryq William G. Ross, Jr.,Secretary
>_ North Carolina Department of Environment and Natural Resources
0 'C Kerr T. Stevens, Director
Division of Water Quality
WATER QUALITY SECTION
April 18, 2001
CERTIFIED MAIL
Return Receipt Requested
Perry Bell
315 Bell Farm Rd..
Statesville; NC 28625
Subject: Notice of Violation
Bell Dairy, Inadequate Records
Certificate of Coverage AWC490044
Iredell County, NC
Dear Mr. Bell:
Mr. Alan Johnson of this Office conducted a site inspection of your facility on April 12, 2001. Based
upon his review of your files, a record of the storage pond liquid levels was not available for review.
Therefore, this letter is being issued as a Notice of Violation (NOV). Failure to provide complete records
during an inspection is a violation of Section III. I (Monitoring and Reporting Requirements) of your
Certificate of Coverage and North Carolina General Statute 143-215.10C.
Our database indicates that your facility was permitted in October 2000. The freeboard level in the
lower storage pond must be recorded on a weekly basis and be available for review during an inspection.
Enclosed please find the inspection report, which should be self-explanatory.
It is requested that a written response be submitted to this Office by April 30, 2001 indicating the
actions taken to correct the noted violation. Please address your response to the attention of Mr. Johnson. It
is also requested that your response reference the date and subject of this NOV, as well as the facility number.
By copy of this letter to the Division of Soil and Water Conservation and your local District Soil and
Water Conservation, DWQ is referring this facility for technical assistance, if appropriate. If you have any
questions concerning this matter, please do not hesitate to contact Mr. Johnson or me at [phone].
Sincerely,
D. Rex Gleason, P.E.
Water Quality Regional Supervisor
cc: Iredell County SWCD
Compliance/Enforcement Unit
Regional Coordinator
*A File
N-6MR
:ustomer Service Mooresville Regional Office, 919 North Main Street, Mooresville, NC 28115 PHONE [phone]
18D0 623-7748 FAX [phone]

Type of Visit SkCompliance Inspection O Operation Review O Lagoon Evaluation
Reason for Visit RRoutine O Complaint O Follow up O Emergency Notification O Other ❑ Denied Access
Facility Number C Date Time:L_ - 1
O Not O erational O Below Threshold
Permitted [] Certified ❑ Conditionally Certified 0 Registered Pate Last Operated or Above Threshold .........................
Farm Name: ..............................................:..r
Owner Name:................
1
Facility Contact: ...............................................................................Title: .........................
Mailing Address: ....... ��.L5.............. Sp `I ...... .k ......
Onsite Representative:....-,.PC_g'%L-.........................................................................
Be- if
Certified Operator: ............... P '1.'� .................
�.�.
Location of Farm:
CO U Rt v :..........5...Ck ....L`......................... .
PhoneNo: ....................................................... .........................
Phone No:
Integrator: ......................................................................................
Operator Certification Number:
❑ Swine ❑ Poultry R Cattle ❑ Horse Latitude • 4i Longitude • 1 •4
Design Current
Swine Capacity Population
❑ Wean to Feeder
❑ Feeder to Finish
❑ Farrow to Wead
❑ Farrow to Feeder
❑ Farrow to Finish
❑ Gilts
❑ Boars
Design Current Design Current
Poultry Capacity Population Cattle Capacity Population
❑ Layer I I 'Dairy G
❑ Non -Layer ❑ Non -Dairy
❑ Other
Total Design Capacity
Total SSLW .
Number dtagoons ❑Subsurface Drains Present IJOLagoonArea JCI Spray Field Area
Holding:Pond.• /Solid Tra s _
p ❑ No Liquid Waste Management System
Discharges & Stream Impacts
I. Is any discharge observed from any part of the operation? ❑ Yes No
Discharge originated at: ❑ Lagoon ❑ Spray Field ❑ Other
a. If discharge is observed, was the conveyance man-made? ❑ Yes ❑ No
b. If discharge is observed, did it reach Water of the State? (If yes, notify DWQ) ❑ Yes ❑ No
c. If discharge is observed, what is the estimated flow in gal/min?
d. Docs discharge bypass a lagoon system? (If yes, notify DWQ) ❑ Yes ❑ No
2. Is there evidence of past discharge from any part of the operation?
❑ Yes MNo
3. Were there any adverse impacts or potential adverse impacts to the Waters of the State other than from a discharge? ❑ Yes -] No
01/01/01 Continued

Fiiiciiity Number: — Date of Inspection
Waste Collection & Treatment
4. Is storage capacity (freeboard plus storm storage) less than adequate? aspillway ❑ Yes ® No
Structure I Structure 2 Structure 3 Structure 4 Structure 5 Structurc 6
ldentifier:"s T _ ._ _....._. _ .._...............__... ..... .......................
Freeboard(inches). ..... _ .. ....� ... .......... ....... ..,......... .... ................... ....... ....................... .....
5. Are there any immediate threats to the integrity of any of the structures observed? (ie/ trees, severe erosion,
seepage, etc.)
6. Are there structures on -site which are not properly addressed and/or managed through a waste management or
closure plan?
(If any of questions 4-6 was answered yes, and the situation poses an
immediate public health or environmental threat, notify DWQ)
7. Do any of the structures need maintenancefimprovement?
8. Does any part of the waste management system other than waste structures require maintenance/improvement?
9. Do any stuctures lack adequate, gauged markers with required maximum and minimum liquid level
elevation markings?
Waste Application
10. Are there any buffers that need maintenance/improvement?
11. Is there evidence of over application? ❑ Excessive Ponding ❑ PAN ❑ Hydraulic Overload
12. Crop type
13. Do the receiving crops differ with those designated in the Certified Animal Waste Management Plan (CAWMP)?
14. a) Does the facility lack adequate acreage for land application?
b) Does the facility need a wettable acre determination?
c) This facility is pended for a wettable acre determination?
15. Does the receiving crop need improvement?
16. Is there a lack of adequate waste application equipment?
17. Are ro ut�crops present?
18. Is the arse water supply well within 250 feet of the sprayfield boundary?
❑ On -site ❑ Off -site
Reauired Records & Documents
❑ Yes No
❑ Yes ® No
❑ Yes &No
❑ Yes allo
❑ Yes 0 No
❑ Yes O:No
❑ Yes EVqo
❑ Yes QNo
❑ Yes 6No
❑ Yes ❑ No
❑ Yes ❑ No
❑ Yes [� No
❑ Yes '!'No
❑ Yes ❑ No
❑ Unknown ❑ Yes ❑ No
19.
Fail to have Certificate of Coverage & General Permit or other Permit readily available?
❑ Yes
ErNo
20.
Does the facility fail to have all components of the Certified Animal Waste Management Plan readily available?
(ie/ WUP, checklists, design, maps, etc.)
❑ Yes
ffNo
21.
Does record keeping need improvement? (ie/ irrigation, freeboard, waste analysis & soil sample reports)
&Yes
❑'No
22.
Is facility not in compliance with any applicable setback criteria in effect at the time of design?
❑ Yes
'_No
23.
Did the facility fail to have a actively certified operator in charge?
❑ Yes
JkNo
24.
Fail to notify regional DWQ of emergency situations as required by General Permit?
(ie/ discharge, freeboard problems, over application)
❑ Yes
4-No
25.
Did Reviewer/Inspector fail to discuss review/inspection with on -site representative?
❑ Yes
8 No
26. Does facility require a follow-up visit by same agency? ❑ Yes /Q No
27. Were any additional problems noted which cause noncompliance of the Certified AWMP? ❑ Yes SlNo
Odor Issues
28. Does the discharge pipe from the confinement building to the storage pond or lagoon fail to discharge at/or below ❑ Yes ❑ No
liquid level of lagoon or storage pond with no agitation?
29. Are there any dead -animals not disposed of properly within 24 hours? ❑ Yes 0 No
01/01/01 Continued

rF
Facilit3• Number: —
Tate of Inspection
Printed on: 1 /4/2001
30. Is there any evidence of wind drift during land application? (i.e. residue on neighboring vegetation, asphalt,
roads, building structure, and/or public property)
31. Is the land application spray system intake not located near the liquid surface of the lagoon?
32. Were any major maintenance problems with the ventilation fan(s) noted? (i.e. broken fan belts, missing or
or broken fan blade(s),.inoperable shutters, etc.)
33. Do the animals feed storage bins fail to have appropriate cover?
34. Do the flush tanks lack a submerged fill pipe or a permanent/temporary cover?
❑ Yes ❑ No
❑ Yes ❑ No
❑ Yes ❑ No
❑ Yes ❑ No
❑ Yes ❑ No
❑ No violations or deficiencies were noted during this visit. You will receive no further correspondence about this visit.
Comments (refer to -'question #): Explain any YES answers and/or any recommendatioins`or any other comments x+=
Use drawings -of facility to' better explain situations (use additional pages as necessary) ❑ Field Copy ❑ Final Notes
E
�Gr /
A> �Ce
r�C�r� c��KYJ
T 5 p on.ri �C� i e� ►-� e
LY Q,Q " Z. � i ctuA/ -lc�� 'i r+-r9`` ion tty'k
L.vrti.'�� 11��•1\ �.c�.�U►"1 _ '" 7`G,rl trL�C4Ltl{.�[���
c:�L a. � t�c,t,Z1 S s/7o f.+ IC(
Reviewer/Inspector Name —
Reviewer/Inspector Signature
Date:
. . 01/01/01

t,
'.IAME9? H. HUNT+,JR.-,
�r�GOVERNOR ;'�i.
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
MOORESVILLE REGIONAL OFFICE
WATER QUALITY SECTION
August 16, 2000
Perry Bell
315 Bell Farm Rd.
Statesville, NC
Subject: DWQ Animal Operation Inspection
Bell Dairy, Facility #: 49-44
Iredell County, NC
Dear Mr. Bell:
Mr. Alan Johnson of this Office conducted a site inspection of your facility
on August 10, 2000. Based on his observations the facility appeared to be well
operated and maintained and the files appeared to be complete.
Be reminded that the area located between the upper storage pond and the
concrete walkway needs minor maintenance. The accumulation of manure needs to
be removed and the overflow pipe repaired. Enclosed please find the inspection
report, which should be self-explanatory.
If you have any questions concerning this matter, please do not hesitate to
contact Mr. Johnson or me at [phone].
cc: File
Sincerely,
D. Rex GIeason, P.E.
Water Quality Regional Supervisor
919 NORTH MAIN STREET, MOORESVILLE, NORTH CAROLINA 28118
PHONE [phone] FAX [phone]
AN EQUAL OPPORTUNITY / APFIRMATIVE ACTION EMPLOYER - 50% RECYCLED/10% PO6T•CONNUMER PAPER

M
Cr5ivision of Water Quality
Q Division of Soil and Water Conservation
O Other Agency
Type of Visit Q:�Cempliance Inspection 0 Operation Review O Lagoon Evaluation
Reason for Visit O(R'outine Q Complaint p Follow up O Emergency Notification Q Other ❑ Denied Access
! Facility Number
❑ Permitted N Certified ❑ Conditionally Certified ❑ Registered
Farm Name: ......................... .`..........�C,1.+r......................
.........
............
.................
Owner :Name: e C'rZ *-,t . ..... .....(.... ......... ...................................................
faciiityContact: ...............................................................................Title:.............
Mailing .-address: ......... ...............r3..C�.... ...............
Onsite Representative: ............. �......... �..�............
Certified Operator: .........,-e�� ............� �.�..
.......I ..............
Ln-citirm of Farm:
❑ Swine ❑ Poultry
Swine
Time; P:•intcd on. 7/21/2000
Q Not Operational Q Below Threshold
Date Last Operated or :Above Threshold: .........................
Countv:
.........................................
Phone No: • ....... �L...L..3..T..
Phone N`o:
............ Intc-rator:.......................:...•.................................
N' Operator Certification umber:._....) ....
�...(r.U..._....
le ❑ Horse Latitude 9 o
Design Current
Canacitv Ponulation
❑ Wean to Feeder
❑ Feeder to Finish
❑ Farrow to Wean
❑ Farrow to Feeder
❑ Farrow to Finish
❑ Gilts
❑ Soars
Longitude 0<<
Design Current Design Current
Poultry Capacity Population Cattle Capacity Population
❑ Laver I I ��
❑ Non -Lover ❑ Non -Dairy
❑ Other
Total Design Capacity
Total SSL W
Number of Lagoons ❑ nt❑ Subsurface Drains PreseLag-in area ❑ Spray Field area
Holding Ponds / Solid Traps ICIN, Liquid Waste .Management System
Discharges & Stream Impacts
I. Is any discharge observed from any part of the operation'?
Discharge originated at. ❑ Lagoon ❑ Spray Field ❑ Other
a. If discharge is observed, was the conveyance man-made'?
b. If discharge is observed. did it reach Wafter of the State'? (If yes, notify DWQ)
c. Ifdischar«e is itbsQrvcd. what is the estimated IZow in gal/min?
d. Does discharge bypass a lagoon system'' (if yes, notify DWQ)
2. Is there evidence of past discharge from any part of the operation'?
3. Were there any adverse impacts or potential adverse impacts to the Waters of the State other than from a discharge`?
Waste Collection & Treatment
4. Is storage capacity (freeboard plus storm storage) less than adequate? Spillways
ructurc I Structurc Structttrc Structure 4 Structure 5
Identifier: f .... .....W .
Freehoard (inches): 9* P Z T
;ion
❑ Yes )K No
❑ Yes ❑ No
❑ Yes ❑ No
❑ Yes
[]No
❑ Yes
t ] No
❑ Yes
qNo
i
❑ Yes -,Q No
Structure 6
..................................
Continued on back

5. Are there any immediate threats to the intc�,rity of any of the structures observed? (ie/ trees. severe erosion.
Seepage. etc.)
6. Are there structures on -site which are not properly address:rd and/or managed through a waste management or
closure pfan'?
(If any of questions 4-6 was answered yes, and the situation poses an
immediate public health or environmental threat, notify DLVQ)
7. Do any o(ihe structures need main tenance/improvement'?
3" Does any part of the waste management system other than waste structures require maintenance/improvement'?
9. Do any stuctures lack adequate, gauged markers with required maximum and minimum liquid level
elevation markings?
Waste Application
10. Are there any buffers that need maintenance/improvement'?
Is there evidence of over application'? ❑ Excess€ve Ponding ❑ FAN ❑Hydraulic Overload
12. Crop type
13. Do the receiving crops differ with those designated in the Certified Animal Waste Management Plan (CAWINIP)'?
14. a) Does the facility lack adequate acreage for land application'?
b) Does the facility need a wettable acre determination:?
c) This facility is pended for a wettabie acre determination'?
15. Does the receiving crop need improvement'?
16. Is there a lack of adequate waste application equipment'?
Rectuired Records & Di)cument.s
17. Fail to have Certificate of Co4cra�ze & General Permit readily available"
18. Does the facility rail to have ail components of the Certified Animal Waste cylanagement Plan readily available"
(ie/ WUP, checklists. design. maps. etc.)
19. Does record keeping need improvement" (ie/ irrigation, freeboard. waste analysis & soil sample reports)
20. Is facility not in compliance with any applicable setback criteria in effect at the time of design'?
21. Did the facility fail to have a actively certified operator in charge'?
22. Fail to notify regional DWQ of emergency situations as required by General Permit'?
Oe/ discharge, freeboard problems. over application)
23. Did Reviewer/Inspector fail to discuss re vie vJhnspecLion with on -site representative?
24. Does Facility require a follow-up visit by same agency?
25. Were any additional problems noted which cause noncomp'.lance of the Certified AWMP?
0: �4*i4atiotns'O' e, deficie,ncie5 •were noted ¢tiring 4i,is:visit; Yoix ;will "receive Rio: furt ter " : ;
corres poride' ' e: about; this :visit: ::::::: ::: : :
❑ Yes ,k No
❑ Yes bPNo
Yes ❑ No
❑ Yes'] No
❑ Yes No
❑ Yes No
❑ Yes ❑ No
❑ Yes No
❑ Yes No
❑ Yes ❑ No
C] Yes ❑ No
Yes ❑ No
❑ Yes �JZ No
❑ Yes N�N0
❑ Yes XNo
❑ Yes � No
❑ Yes SZ] No
[]Yes X No
❑ Yes §5No
[]Yes gJ No
[:]Yes No
❑ Yes [ No
Comments (refer to question #): Explain any YES answers and/or any recommendations or any other comments.
Use drawings of facility to better{�expWn situations. (use additional pages as necessary):
t SO << ay.a 5 ►S k AZ <�. ' 3_a1xnnYr5 kDt�L5e rt 3��„r�n� S aJ&
n c i Y,_�, ✓ cL Ste, i `�-•e-s- - 2, Own 'fie
:A`t±h�. �� uk►v^il Q,. aS�S . J
�, S av� ICtep.►.r
� O�cA �,�s c.tr�cr�-��.� �• �e- o� _t� lc� a slime- �.e.�-�i d-c >�e.+ �Ic�. � ' .
ReviewerlInspector Name
Reviewer/Inspector Signature: ��-_-- Date: "'�U��il 5100

J J,J II 111 I I I IJ l 1. L J l J I J t J 1 I I I J I C'U
Uli;
Odor Issues
r
26.
Does the discharge pipe from the confinement building to the storage pond or lagoon fail to discharge at/or below
❑ Yes
❑ No
liquid level of lagoon or storage pond with no agitation'?
27.
Are there any dead animals not disposed of property within 24 hours'?
❑ Yes
XNo
2&
Is there any evidence of wind drift during land application'? (i.e. residue on neighboring vegetation, asphalt,
❑ Yes
„Z_No
roads, building structure. and/or public property)
29.
Is the land application spray system intake not located near the liquid surface of the lagoon'?
Yes
❑ No
30.
Were any major maintenance problems with the ventilation fan(s) noted? (i.e. broken fan belts, missing or
or broken fan blade(s), inoperable shutters, etc.)
❑ Yes
JRNo
3 i.
Do the animals feed storage bins fail to have appropriate cover?
❑ Yes
4!(No
32,
Do the Flush tanks lack a submerged till pipe or a permanent/temporary cover'?
❑ Yes
❑ No
Additional Comments an or rawings:
5100
5100

Lucius P. Bell
315 Bell Farm Rd.
Statesville, NC 28677
Subject:
Dear Mr. Bell:
r—:�701pv Michael F.
Easley
Governor
William G. Ross, Jr.,Secretary
North Carolina Department of Environment and Natural Resources
Gregory J. Thorpe, Ph.D., Acting Director
Division of Water duality
WATER QUALITY SECTION
January 14, 2002
Operation Review/Compliance
Bell Dairy, Facility #: 49-44
Iredell County, NC
The year 2002 is the beginning of the fifth year of the animal operation inspection program. Given this,
there should be no misunderstanding as to what is required. However, as a reminder, the following information is a
partial list of what is required:
• A copy of the Permit, Certified Farm Plan, and Certification form(s) must be available for review.
The certified farm plan must be followed (application rates, fields used for waste
application, and crops grown to receive waste must be adhered to). You are in violation if you do
not comply with any aspect of your farm plan or permit.
• Annual soil analysis (properly documented) is required. The soils lab states that the preferred time (for
efficiency) to process samples for analysis is between May and September.
• Waste analyses must be conducted within 60 days of the waste application date. If the results are
irregular, this should give adequate time to collect/analyze a new sample.
• Waste application records. The records should be complete and legible. Errors should not be erased, but
marked through and the correct information written on the following line. Remember, although the
information may be clear to you or the operator, the information must be understandable to the person(s)
performing the review.
• Weekly freeboard records must be maintained. The "pump marker" must be clearly marked and visible at
all times. There should be no question as to what is the pump marker during an inspcetion.
• A certified operator must be designated. By completing a form and mailing to DWQ.
• The facility must be maintained and operated according to the operation and maintenance information
enclosed in the farm plan. This includes maintaining the area (mowing) around buildings and the
lagoon/storage pond embankments.
The list above comprises the majority, but certainly not all, of the requirements that must be followed. If
permitted, the conditions of your permit should be review by you and your operator. Failure to have the necessary
information available for inspection or to comply with the conditions of your permit could result in a Notice of
Violation or further enforcement actions. If there is any uncertainty on your part regarding compliance with the
permit, please feel free to contact Rocky Durham with the Division of Soil and Water or me at [phone].
Sincerely, /
Alan D. lohnsorf
Environmental Specialist II
Customer Service Mooresville Regional Office, 919 North Main Street, Mooresville, NC 28115 PHONE [phone]
1 800 623-7748 FAX [phone]

7:. a ��
Ayr el
r�asr'' JAME5 B. HUNTLucius P. Bell
JR:r s�.;?�{'
. GOVERNOR &Xf. 315 Bell Farm Rd.
Statesville, NC 28677
WwvNe McC
:SECRETARY
-x
Dear Mr. Bell:
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
MOORESVSLLE REGIONAL, OFFICE
DIVISION OF WATER QUALITY
May 26, 1999
Subject: Notice of Violation
Animal Operation Site Inspection
NCGS 143.215.1
Bell Dairy, Facility #: 49-44
Iredell County, NC
Mr. Alan Johnson of this Office conducted a site inspection at your facility on
May 18, 1999. Mr. Johnson noted that the information in your waste application
records was neither clear, nor complete. It was also noted that the animal numbers at
the facility were above the maximum allowable number as stated in the certified farm
plan. Failure to follow the plan is a violation of North Carolina General Statute 143-
215.1 and North Carolina Administrative Code 15A NCAC 2H .0217 (d).
It is requested that a written response be submitted to this office by June 15, 1999
indicating the actions taken to correct the noted problems. Also, include a copy of
your waste application records. Please address this information to the attention of Mr.
Johnson.
Also, during many of Mr. Johnson's inspections he has noted that some farms are
often missing one or more components of the farm plan that should be available for
review. Be reminded that the following items must be available for review by the
inspector during the inspection.
Certification forms.
Site Diagram: Fencing, streams, buffer zones, feed areas must be shown.
x xW Z.1 .
Waste Application records with accompanying waste analysis.
Maps of acreage and irrigated fields.
Waste Utilization plan: Tract/field number, usable/wettable acres (not
1'-,.:;:,,-•�-_- - •---;- • �.
necessarily total acreage), list of crops, PAN required, and amount of waste
I � A
produced by livestock.
Waste and Soil analysis info: Must have 3 years of data.
'
It is suggested that this be maintained in a single folder.
' +
Emergency Action Plan must be posted.
'
Insect, Odor Control, and Mortality Checklists must be completed.
- •
Certified Operator renewal card.
1
�i
919 NORTH MAIN STREET, MOORESVILLE, NORTH GAROLINA 281 15
"`�, w�• ' ;, I,5gj i
-r �, _.Y •
t "
PHONE [phone] FAX [phone]
AN EQUAL OPPORTUNITY/AFFIRMATIVE ACTION EMPLOYER -SO% RECYC41WI 0% POST -CONSUMER PAPER
n
Ai

17' W
Page 2
Failure to have the above components available and complete could result in a Notice of
Violation or other enforcement actions. Also remember that waste applications should be applied
during the time the crop can utilize the nutrients in the waste. In general, waste should be applied no
earlier than 30 days prior to planting.
If you have any questions concerning this matter, please do not hesitate to contact Mr.
Johnson or me at [phone].
cc: Iredell County SWCD
Non -Discharge Compliance Unit
Regional Coordinator
AJ
Sincerely,
D. Rex Gleason, P.E.
Water Quality Regional Supervisor

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
Lucius Perry Bell, III
Bell Dairy
315 Bell Farm Road
Statesville NC 28625-8514
Dear Lucius Perry Bell, III:
i Iffl?e W, A
•
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
F
December 30, 1999 �LlVViRolViviL;ri :', x1� Ai,1
0 NATUR.AI., 1tF-. C R'L T*
JAN 10 2000
i13i0N 6F V., If 4 lfiEt E.11
tlpt!�ESl;ttl wn'vx GEIiCs
Subject: Fertilizer Application Recordkeeping
Animal Waste Management System
Facility Number 49-44
Iredell County
This letter is being sent to clarify the recordkeeping requirement for Plant Available Nitrogen (PAN)
application on fields that are part of your Certified Animal Waste Management Plan.
In order to show that the agronomic loading rates for the crops being grown are not being exceeded, you
must keep records of all sources of nitrogen that are being added to these sites. This would include nitrogen
from all types of animal waste as well as municipal and industrial sludges/residuals, and commercial fertilizers.
Beginning January 1, 2000, all nitrogen sources applied to -land receiving animal waste are required to
be kept on the appropriate recordkeeping forms (i.e. 1R.Rl, M2, DRY1, DRY2, DRY3, SLURI, SLUR2,
SLD1, and SLD2) and maintained in the facility records for review. The Division of Water Quality (DWQ)
compliance inspectors and Division of Soil and Water operation reviewers will review all recordkeeping during
routine inspections. Facilities not documenting all sources of nitrogen application will be subject to an
appropriate enforcement action.
Please be advised that nothing in this letter should be taken as removing from you the responsibility or
liability for failure to comply with any State Rule, State Statute, Local County Ordinance, or permitting
requirement.
If you have any questions regarding this letter, please do not hesitate to contact Ms. Sonya Avant of the
DWQ staff at [phone] ext. 571.
cc: Mooresville Regional Office
Iredell County Soil and Water Conservation District
Facility File
1617 Mail Service Center, Raleigh, North Carolina 27699-1617
An Equal Opportunity Affirmative Action Employer
Sincerel ,
Kerr T. Stevens, Director
Division of Water Quality
Telephone [phone] Fax [phone]
50% recycled/10% post -consumer paper

a
6
NjQ
JUN Y 1999

Form IRRA - Lagoon Liquid lrn j -.:i Field Record
For Recording irrigation Events on Different Fields
Farm Owner PC-rr Li; ; ' Facility Number 4 el — 4 6
Spreader Operator
Tract #
Field #
-Date
(mmlddlyr�
Crop Type
Field Size
(acres)
Irrigation Time
plumber of
Sprinklers Operating
Start Time
End Time
Total Minutes
111+
5� .
3

F _ _ . I sQ-2
Tract #
Field Size (acres) = (A)
Farm Owner
Owners Address
Owners Phone #
Lagoon Liquid ln, r Field Record
One Form for' Each Field Per Crop Cycle
Facility Number
Irrigation Operator r % (�
irrigation Operator's
Address
Operators Phone #From Animal Waste Management Plan
�.. Recommended PAN
Crop Type L(� : - t ;' leading (Iblac re) = (B) C�
(1) (2) (3) (4) (5) (6)'.- (7) .$ (8) (9) (10) (11)
�f
Field #
} :j 7
Irrigation -
Date
(mmlddlyr)
Start Time
(hr:min)
End Time
(hr:min)
Total Minutes
(3) - (2)
# of Sprinklers
Operating
Flow Rate
(gallrriin)
Total Volume
(gallons)
(4) x (5) x' (6)
Volume Per
Acre (gallac)
(7) + (A)
t
Waste Analysis
PAN (lb/1000 gal)
PAN Applied
(lblac)
1(8) x (g)) 1,000
Nitrogen Balance
(lb/ac)
{B) - (t0)
a
F
I
•i
1
i
-
i
t
Crop Cycle Tot#ls.
Owners Signature Operator's Signatures
Certified Operator (Print) /I-er ",Operator Certification #
' See your animal waste management plan for sampling frequency- At a minimum, waste analysis is required within 60 days of land application events.
Enter the value received by subtracting column (10) trom (B). Continue subtracting column (10) from column (11) following each application event.

F(,-{m IRR-2 Lagoon Liquid In ai Field Record
One Form far' Each Field Per Crop Cycle
Tract #
Field So-e (acres) = (A)
Farm Owner
Owner's Address
Ownees Phone #
Field #
3
Facility Number
1 Irrigation Operator
Irrigation Operator's
Address
, Operator's Phone # 5
From Animal Waste Management Plan
1pading (lb/acre)
Crop Type ;Recommended PAN
_ {B) ,2�
a
(1) (2) (3) (4) (5) (6)'' (7) (8) (9) (10) (11)
Irrigation
Date
(mrn/dd"
Start Time
(hrmin)
End Time
(hrmin)
Total Minutes
(3) - (2)
# of Sprinklers
Operating
Flow Rate
(gafftih)
Total Volume
(gallons)
(4) x (5) x (6)
Volume Per
Acre (galfac)
(7) + (A)
Waste Analysis 1
PAN (lb11000 gal)
PAN Applied
(lb/ac)
I($) x (9)I + 1.000
Nitrogen Balance
(tbfac)
(s) _ {70}
31
3'
d
x?
i
Crop Cycle Tott�ls
Owners Signature Operators Signature.�� Certified Operator Operator (Print) ! c rr tOperator Certification #
i -
See your alumat waste management plan for sampling frequency. At a minimum. waste analysis is required within 60 days of land application events.
Enter the value received by subtracting column (10) from (B). Continue subtracting column (10) from column (11) foBowing each application event.

S
f. 1
Form Mn-2 Lagoon Liquid lrii� .'Field Record
One Form for;Each Field`l'er Crop Cycle
is
Trod #
Field Size (acres) = (A)
Farm Owner
Owner's Address
Owner's Phone #
1 Facility Number 19 C efy
? —
1•
} Irrigation Operator
Irrigation Operator's
Address
x Operator's Phone # S�
r� i
From Animal Waste Management Plan
CropT r Recommended PAN
Type wl k� Loading (lb/acre) = (B) 0
Ill (21 (3) (4) (5) (81'- (7) (8) (9) (10) (11)
Field #
Irrigation
Date
Start Time
End Time
Total Minutes
# of Sprinklers
Flow Rate
Total Volume
Volume Per
1
Waste Analysis
PAN Applied
Nitrogen Balance `
(mm/dd/yr)
(hr:min)
(hr:min)
(3) - (2)
Operating
(gallmin)
(gallons)
(4) x (5) x (6)
Acre (gal/ac)
(7) + (A)
PAN (lb/1000 gal)
(lb/ac)
[(8) x (9)] + 1,000
(Iblac)
(B) - (10)
i
Crop Cycle Totals
Owners Signature :�.� �-..�� �/c��.E�' �i Operators Signature:
Certified operator (Print) /�-c r j� (� c i ( #Operator Certification #
eF f
See your animal waste management plan for sampling frequency. At a minimum, waste analysis is required with6 60 days of land application events.
Enter the value received by subtracting column (10) from (B). Continue subtracting column (10) from column (11) following each application event.

ICE - 1DR-2
Tract #
Field Size (acres* = (A)
FarmiDwner
Ownet's Address
Owner's Plurine #
Lagoon Liquid In., 1.', Field Record
One Form fbf Each Field Per Crop Cycle
Facility Number I ,/ -Z I
� - f6(
Irrigation Operator
Irrigation Operator's
Address
,VOperator's Phone #
From Ani a] Waste Man'ig ement Plan
(Recommended PAN
Cmp Type Lk! ding (lb/acre) = (B)
P
(1) ((2) (3) (4) (5) (6);: (7) (8)
Field #F--5-
(9) (10) 0 1)
Irrigation
Date
(mnrdddlyr)
Stavt Time
(hr::min)'
End Time
(hr:rnin)
Total Minutes
(3)-(2)
of Sprinklers
Operating
Flow Rate
(gaUmm)
Total Volume
{gallons) - )
(4) x (5) x, (6)
Volume Per
Acre (gallac)
(7) + (A)
Waste Analysis I
PAN (lb/1000 gal)
PAN Applied
(lb/ac)
[(8) x (9)] + 1,000
Nitrogen Balance 2
(Iblac)
(B) - 0 0)
-77-
J
is
Crop Cycle Totals:
Operator's S Owner's Signature ignature*
Ceriffied Operator (Print) Operator Certification
See your animal waste management plan for sampling frequency. At a minimum, waste anatym is required within 60 days of land application events.
Enter the value received by subtracting column (10) from (B). Continue subtracting column (10 from column (11) following each application event

Form IRR.-2
Tract #
Field Size (acres) = (A)
Farm Owner
Owner's Address
Owner's Phone #
i-
r:
Lagoon Liquid In Field Record
One Form foi, Each Field ',Per Crop Cycle
Facility Number -it y
` Irrigation Operator , w-� ��•�
i Irrigation Operator's
Address �-�
Operator's Phone #
From Animal Waste Management Plan
(Recommended PAN
Crop Type Loading (lb/acre) _ (B) f u
{
(1) (2) (3) (4) (5) (6);; (7) (8) (9) (10) (11)
j
Field #
3
Irrigation
Date
Start Time
End Time
Total Minutes
# of Sprinklers
'
Flow Rate
Total Volume
Volume Per
Waste Analysis
PAN Applied
Nitrogen Balance 2
(mmlddlyr)
(hr:min)
(hr:min)
(3) - (2)
Operating
(gal/min)
(gallong)
(4) x (5) xr(6)
Acre (gallac)
(7) * (A)
PAN Ib/1000 gat)
(
(Iblac)
[(8) x (9)) + 1,000
(Iblac)
(B) - (10) .
t
k�
3
S3.
3
3
i
n
Crop Cycle Togs, I`
v
Owners SignatureLZ Operator's Signature,
{
Certified Operator (Print) -kOperator Certification #'
1
' See your animal waste management plan for sampling frequency. At a minimum, waste anaWts is required within 60 days of land application events.
2 Enter the value received by subtracting column (10) from (B). Continue subtracting column (16) from column (i I-) following each application event.

I
Form IOR-2 Lagoon Liqlyid Iriv i'Field Record
One.Form foFEach Held'Per Crop Cycle
Tract #
Field Size (acres) = (A)
Farm Owner
Owner's Address
Owner's Phone #
Facility Number
Irrigation Operator P,- (-3 ki
Irrigation Operator's
Address
Operator's Phone #
From Animal Waste Manigement Plan
'Recommended PAN
Crop Type
i, . j i
.1 Recommended
(lb/acre) = (B) 0
(1) (2) (3) (4) (5) (6) j (7) (8) (9) (10)
Field#
—Irrigation
—Irrigation
Date
Start Time
End Time
Total Minutes
# of Sprinklers
Flow Rate
Total Volume
Volume Per
I
Waste Analysis
PAN Applied
Nitrogen Balance
(mrrVdd/yr)
(hr-n-dn)
(hrmin)
(3)-(2)
Operating
(gaUrn1n)
(gallon�)
(4) x (5) x: (6)
Acre (gal/ac)
(7) (A)
PAN (lb/1000 gal)
[(8 (ibiac)
x (9)] - 1.000
(lb/ac)
(B) - (10)
Crop Cycle Totatis,
A
Owner's Signature Operator's Signature.r
Certified Operator (Print) operator Certification 9
: See your animal waste management plan for sampling frequency. At a minimum. waste anatyis s is required within60 days of land application:events.
Enter the value received by subtracting column (10) from (B). Continue -subtracting column (10) from column (11) following each application event.

w,
Form IRR-2
Tract #
Field Size (acres) = (A)
Farm Owner
Owner's Address
Owner's Phone #
Lagoon Liquid Ifi,i
One Form fot, Each
a.
p
Field #
cT
�s
-
C�
1 .
I Field Record
Field '.Per Crop
f'
From Anieial-Waste
Crop Type
(1) (2) (3) (4) (5) (6)'
5:
Facility
E�
Cycle
Number y �rj — '�Y
,., Irrigation Operator
Irrigation Operator's
Address
4 Operator's Phone #
Y'
Manggement Plan
tRecommended
Lbading (lb/acre)
i
PAN
(9) (10) (11)
Irrigation
Date
(mm/ddlyr)
Start Time
(hr:min)
End Time
(hcmin)
Total Minutes
(3) - (2)
# of Sprinklers
Operating
Flow Rate
(gal/rrin)
r:
Total Volume
(gallons)
(4) x (5) xt. (g)
Volume Per
Acre (gallac)
(7) + (A)
t
Waste Analysis
PAN (lb/1 al
( gal)
PAN Applied
(�Iac)
[( ) " (g)1 { 1,�
Nitrogen Balance `
(Ihlac)
(B) - (10)
r r-
■
id
d:
Lz
:
!
i•
Crop Cycle Toftls.
;y
Owner's Signaturel! �� �i� t_ ' Operators Signature1�
i7r
Certified Operator (Print) PIf Operator Certification #
h• -
' See your animal waste management plan for sampling frequency. At a minimum, waste analysis is required witho 60 days of land application events.
_ Enter the value received by subtracting column (10) from (B). Continue subtracting column (10) from column (11) following each application event.
5

Form IRR-2
Tract #
Field Size (acres) = (A)
Farm Owner
Owner's Address
Owner's Phone It
i
:y} Y
Lagoon Lic0d In i,. Field Record
One Form fo('Each Field Per Crop Cycle
Field #
. EJ
From Anima! Waste
Crop Type
:,
ill (2) (3) (4) (5) (6)r.
Facility Number y' % - y�%
G
9:
Irrigation Operator
i Irrigation Operator's
" Address
Operator's Phone #
c•
M ) t Pl
anagemen an
Recommended PAN
Loading Ob/acre) _ (B)
(7) (8) (s) (10) (11)
Irrigation K, u
Date
Start rime
End Time
Total Minutes
# of Sprinklers
Y4
Flow Rate
Total Volu. hie
Volume Per
i
Waste Analysis
PAN Applied
Nitrogen Balance "
(mmlddiyr)
(hrmin)
(hrmin)
(3) - (2)
Operating
(gallmio)
(gallons)
(4} x (5) x (6}
Acre (gallac)
(7) + (A)
PAN (Ib/1000 gai)
(Iblac)
((8) x (g)) + 1,000
(lb/ac)
(B) - (10)
-
k
kL.
NI
wt
i!I
`
p
t
r:
tl
p,
Crop Cycle Totis
Owner's Signature ll�� —-->�/��, ;, _V.
.1.: =Operators Signature; 1
Certified Operator (Print) P, r --1 a9 ,Operator Certification #�
See your animal waste management plan for sampling frequency. At a minimum, waste analyi )s is required within 60 days of land application events.
Enter the value received by subtracting column (10) from (B). Continue subtracting column (19) from column (11.) following each application event.

Form IRR-2
Tract #
Field Size (acres) = (A)
Farm Owner
Owner's Address
Owner's Phone #
Lagoon
One Form
is
Liqbid In. -I. F:Field Record
fob'. Each
V!
Field#
/3
(LJ
14
Field Per Crop Cycle
Facility Number
Irrigation Operator
94: Irrigation Operator's
Address
,.Operators Phone #
From Anirii'al Waste Man4
Crop Type L�Ak
Z
(1) (2) (3) (4) (5) (6) (7) 1'.
I cj - `it{ I
it Plan
imended PAN
Wacre) = (13) I , 44
(8) (9)
(10)
Irrigation . r
Date
Start Time
End Time
Total Minutes
# of Sprinklers
Flow Kate
Total Volume
r Volume Per
Waste Analysis
PAN Applied
Nitrogen Balance
(mm/dd/yr)
(hr:min)
(hr:min)
(3)-(2)
Operating
(galinin)
(gallon
(4) - (5) x.46)
Acre (gallac)
(7) (A)
PAN (Ib/l 000 gal)
(lb/ac)
[(8) x (9)) -i- 1,000
(Iblac)
(B) - (l 0)
r)
3 U
I, o
i
I
L
I
Crop Cycle, Tot ills;
Signature'IT Operator's Signatur Owner's Signature
Certified Operator (Print)
!Operator Certification
R
See your animal waste management plan for sampling frequency- At a minimum, waste anal*s its required within 60 days of land application events.
Enter the value received by subtracting column (10) from 18). Continue subtracting column (1p) from column (11.) following each application event.

Form IRR-2
Tract #
Field Size (acres) = (A)
Farm Owner
Owner's Address
Owner's Phone #
- 4r
3l
Lagoon Ligpid Iri v.
One Form ford Each
aE
Y
Field Record
Field Per Crop Cycle
r.
Facility Number
:f
Irrigation Operator
1; ]rrigation Operator's
Address
Operator's Phone #
From Animal Waste Mangy jqesnent Plan
' .� Recommended PAN
Crop Type l_. ading (lb/acre) _ (B)
(1) (2) (3) (4) (5) (6) {7} f($}
3-1
Field # 3 �i
'S e1
1 S'1
�. rs^-r l� _(( it •
014
Dt{
(9) (10) (11)
Irrigation t
Date
Start Time
End Time
Total Minutes
# of Sprinklers
r
Flow Role
Total Voldne
Volume Per
I
Waste Analysis
PAN Applied
Nitrogen Balance "
(mm/dd/yr)
(hrrnin)
(hr.-min)
(3) - (2)
Operating
(gal/m1n) .
(gallons),
(4) x (5) &(6)
Acre (gal/ac)
(7) + (A)
PAN (Ib/1000 gal)
(ib/ac)
l($) x (9)1 + 1,000
(ibrac)
(g) 00)
>c?
a? c
;, 41
3 �. 7
'°
:c
h�
7l
h=
i
• 7F
, ,
Crop Cycle Totals;
Owner's Signature v, /�_ 5 r' ; Operators Signature'!
Certified Operator (Print)
�l l
!Operator Certification #
See your animal waste management plan for sampling frequency. At a minimum, waste analysis is required wilhM 60 days of land application -events.
Enter the value received by subtracting column (10) from (B). Continue subtracting column (10) from column (11l) following each application event,

�4 .State of North Carolina
Department of Environment,
Health and Natural Resources •
Mooresville Regional Office
.Aoonm% 4 � V
James B. Hunt, Jr., Governor p E H N R Wayne McDevitt, Secretary
DIVISION OF WATER QUALITY
September 18, 1997
C11RTIFIED MAIL
RETURN RECEIPT REQUESTED
Lucius P. Bell
Rt. 15, Box 210
Statesville, NC 28677
Subject: Notice of Violation
Animal Operation Site Inspection
NCGS 143-215.1 (a)
Bell Dairy, Facility #: 49-44
Iredell County, NC
Dear Mr. Bell:
. This Notice of Violation (NOV) is being issued for a discharge observed during the
inspection conducted by Mr. Alan Johnson of this Office at your dairy on September 16, 1997.
The discharge was observed by Mr. Johnson flowing from the main feedlot into a draw
behind the facility. The discharge is a violation of the deemed permitted status pursuant to North
Carolina General Statute 143-215.1 (a) and Administrative Code Section 15A NCAC 2H .0217,
and must be ceased immediately. It is requested that a written response be submitted to this
office by September 30, 1997 indicating the actions taken to correct the noted problem. Please
address your response to Mr. Johnson.
It was also noted during the inspection that the storage pond was near capacity and needs
to be pumped as soon as possible. Vegetation on the sideslopes of the pond prevented a proper
inspection from being performed. The vegetation must be cut and maintained for future
inspections.
Be advised that this notice does not prevent the Division of Water Quality from taking
enforcement actions for this or any other violations. Also, be advised that North Carolina General
Statutes provide for penalties of up to $10,000 per day per violation for noncompliance with state
environmental laws and regulations.
919 North Main Street, * FAX [phone]
Mooresville, North Carolina 28115 Nvf C An Equal Oppertunity/At;irmative Action Employer
Voice 704-663-1699 , ^ ..� . 500% recycled/100% post -consumer paper

I
Page Two
If you have any questions concerning this matter, please do not hesitate to contact either
D. Rex Gleason, Water Quality Regional supervisor, or Mr. Johnson at [phone].
cc: Iredell SWCD
AJ
Compliance/Enforcement File
Regional Coordinator
Sincerely,
Barbara Christian
Acting Regional Supervisor

71
W1.3 Division of Soil and Water Conservation p Other Agency
Division of Water Quality
16 Routine p Complaint p Follow-up of 15WQ mspec ion p Follow-up of VSWC revview p Other
Date of Inspection
Facility Number
Time of Inspection � 24 hr. (hh:mm)
Registered p Certified t3 Applied for Permit p Permitted 10 Not Operat= Date Last Operated:
FarmName:RdLDairy......................................................................................................... County: Iredell MRO
OwnerName: LuciusX,.............................. Bell............................................................... Phone No: 8,72-1051 ...................................................................
FacilityContact:...............................................................................Title:............................................................... Phone No:....................................................
Mailing Address: 315141FA rrand................................................................................ SLatesyll1e..NC ...................................................... 280.7.7 ..............
OnsiteRepresentative: L. X.Bdl&............................................................................... Integrator:.......................................................................................
Certified Operator: Lucius .................................... ReUr............................................... Operator Certification Number:.........................................
Location of Farm:
Latitude
'77i17 SER�`. a .. esign 5,1 ,77 .,.0
SFnne+, .�%;• '; ,1Capacity Popi
❑ Wean to Feeder
❑ Feeder to uus
❑ Farrow to can
❑ arrow to Fecaer
❑ Farrow to Finis
❑ Gilts
❑ Boars
Longitude ®a ®L ®46
�' =..Les�gn :ram at urren7
a "f rlinr
ht ❑-Other4
�"Tatai-DeMgn Capacity_ 120Y`
To61:SSL 168'000f s
General
1. Are there any buffers that need maintenance/improvement? ® Yes ❑ No
2. Is any discharge observed from any part of the operation? ® Yes ❑ No
Discharge originated at: ❑ Lagoon p Spray Field ® Other
a. If discharge is observed, was the conveyance man-made? p Yes ® No
b. If discharge is observed, did it reach Surface Water? (If yes, notify DWQ) ❑ Yes ® No
c. If discharge is observed, what is the estimated flow in gal/min? 3
d. Does discharge bypass a lagoon system? (If yes, notify DWQ) ® Yes ❑ No
3. Is there evidence of past discharge from any part of the operation? ❑ Yes ® No
4. Were there any adverse impacts to the waters of the State other than from a discharge? ❑ Yes ® No
5. Does any part of the waste management system (other than lagoons/holding ponds) require ® Yes ❑ No
maintenance/improvement?
b. Is facility not in compliance with any applicable setback criteria in effect at the time of design? ❑ Yes ® No
7. Did the facility fail to have a certified operator in responsible charge? ❑ Yes ® No
7/25/97 Continued on back

••r
6. is facility not in compliance with any applicable setback criteria in effect at the time of design?
R Yes ❑ No
7. Did the facility fail to have a certified operator in responsible charge?
8. Are there lagoons or storage ponds on site which need to be properly closed?
StructurLtaaggon.j and/gt Holding Ponds)
9. Is storage capacity (freeboard plus storm storage) less than adequate?
Freeboard (ft): Structure 1 Structure 2 Structure 3
7
r'
Structure 4
❑ Yes ® No
❑ Yes ®No
R) Yes ❑ No
Structure 5 Structure 6
10.
Is seepage observed from any of the structures?
Q Yes
❑ No
11.
Is erosion, or any other threats to the integrity of any of the structures observed?
❑ Yes
® No
12.
Do any of the structures need maintenance/improvement?
® Yes
❑ No
(If any of questions 9-12 was answered yes, and the situation poses an
immediate public health or environmental threat, notify DWQ)
13.
Do any of the structures lack adequate minimum or maximum liquid level markers?
19 Yes
❑ No
y4'asts
Application A051
14.
Is there physical evidence of over application?
❑ Yes
No
Of in excess of WMP, or runoff entering waters of the State, notify DWQ)
IS.
Crop type _.ri1.. ». ...-s.�?-....» ........ ..... _.... ....._.W....._.......�... _ .
16.
Do the receiving crops differ with those designated in the Animal Waste Management Plan (AWMP)?
❑ Yes
❑ No
17.
Does the facility have a lack of adequate acreage for land application?
❑ Yes
No
18.
Does the receiving crop need improvement?
❑ Yes
No -
19.
is there a lack of available waste application equipment?
❑ Yes
IR No
20.
Does facility require a follow-up visit by same agency?
9 Yes
❑ No
21.
For
Did Reviewer/Inspector fail to discuss review/inspection with on -site representative?
Certiflgd Fpgififles Only
❑ Yes
MNo
22.
Does the facility fail to have a copy of the Animal Waste Management Plan readily available?
❑ Yes
❑ No
23.
Were any additional problems noted which cause noncompliance of the Certified AWMP?
❑ Yes
❑ No
24.
Does record keeping need improvement?
❑ Yes
❑ No
Comments (refer to question #): Explain any YES answers and/or any recommendations or any other comments.
Use drawings of facility to better explain situations. (use additional pages as necessary):
1) Buffers around heavy use area need improvement
4
2) A discharge from the main feedlot was flowing into a drainage area behind the facility. The discharge was tracked
approximately 300 yards into a wooded area. Although flow appeared negligible, it did not end at this point. It was
evident that the discharge had been occurring for some time.
3) A proper inspection of the storage pond was not possible due to vegetative growth on the side slopes. The vegetation needs
to be cut. It was evident that the pond was near capacity and needs to be pumped.
9) Determining the exact level of the waste in the storage pond was difficult due to vegetation on the storage pond.
An NOV will be issued for the discharge. Mr. Bell accepted a farm plan (not certified) by the NRCS in May of 1997.
Mr. Bell has made no observable improvements. A FOLLOW -UP INSPECTION WILL BE PERFORMED IN THE NEAR
FUTURE.
o
•"`"r.... .'r.'^�,drw.13'�eL�°'at'ta''.r aC "'° ^x• t tx g _
Reviewer/InspectorName v 1l�IIV�.,�' *• �D.JtYI C?�� ", a f ,:� " r� �a .r e, K
►i'
Reviewer/Inspector Signature: Date:
cc. 'Division of Water Quality,, Water Quality Section, Facilit3, Assessment Unit 4/30/97

NCDENR
JAME6 B. WUNTJR '�«rf
•GOVERNOR
�` �WAYNE.MCDEViTT'r- tom'.
� 'SECRETARY 4
�� ` a4 ✓
�f
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
MOORESVILLE REGIONAL OFFICE
DIVISION OF WATER QUALITY
May 26, 1999
Lucius P. Bell
315 Bell Farm Rd.
Statesville, NC 28677
Subject: Notice of Violation
Animal Operation Site Inspection
NCGS 143.215.1
Bell Dairy, Facility #: 49-44
Iredell County, NC
Dear Mr. Bell:
Mr. Alan Johnson of this Office conducted a site inspection at your facility on
May 18, 1999. Mr. Johnson noted that the information in your waste application
records was neither clear, nor complete. It was also noted that the animal numbers at
the facility were above the maximum allowable number as stated in the certified farm
plan. Failure to follow the plan is a violation of North Carolina General Statute 143-
215.1 and North Carolina Administrative Code 15A NCAC 211.0217 (d).
It is requested that a written response be submitted to this office by June 15, 1999
f J indicating the actions taken to correct the noted problems. Also, include a copy of
your waste application records. Please address this information to the attention of Mr.
Johnson.
,' Also, during many of Mr. Johnson's inspections he has noted that some farms are
r often missing one or more components of the farm plan that should be available for
review. Be reminded that the following items must be available for review by the
inspector during the inspection.
Certification forms.
="
.
Site Diagram: Fencing, streams, buffer zones, feed areas must be shown.
---...,p-'.
'T,� 5,y ^ • Waste Application records with accompanying waste analysis.
Maps of acreage and irrigated fields.
Waste Utilization plan: Tract/field number, usable/wettable acres (not
_ necessarily total acreage), list of crops, PAN required, and amount of waste
r . t produced by livestock.
F _ Waste and Soil analysis info: Must have 3 years of data.
It is suggested that this be maintained in a single folder.
• Emergency Action Plan must be posted.
Insect, Odor Control, and Mortality Checklists must be completed.
Az
Certified Operator renewal card.
919 NORTH MAIN STREET, MOORESVILLE, NORTH CAROLINA,2B115
PHONE 7OA-663-1699 FAX [phone]
�t-7 AN EQUAL OPPORTUNITY /AFri RMATIVE ACTION EMPLOYER - 50% RECYCLED/10% POST-CONOU MER PAPER

Page 2
Failure to have the above components available and complete could result in a Notice of
Violation or other enforcement actions. Also remember that waste applications should be applied
during the time the crop can utilize the nutrients in the waste. In general, waste should be applied no
earlier than 30 days prior to planting.
If you have any questions concerning this matter, please do not hesitate to contact Mr.
Johnson or me at [phone].
Sincerely,
D. Rex Gleason, P.E.
Water Quality Regional Supervisor
cc: Iredell County SWCD
Non -Discharge Compliance Unit
.Regional Coordinator

t
f" r
'1, y } , Division of Soil and •Water C6ni4vidon Operation Review
' t i © Division of Soil and Water Conserva4on Complunce Inspection ,
y.,
1VlSlon of
f
Other Era Hi ' i
OAgency O eratiori Review ,; i
. .. ,, ' ,o ,• - A �. 'Y-
{Q Routine 0 Complaint Q Follow-up of DWQ inspection 0 Follow-up of DSWC review Q Other �
�rwirrrn wn i ire
Facility Number Date of Inspection g %�
Time of Inspection 24 hr. (hh:mm)
0 Permitted 0 Certified r] Conditionally Certified © RegisteredJr] Not Operational Date Last Operated .
Farm Name: .............. 8 :C.(...........�r-i..�.r.......................... C;ounty:.......... `�. ................... ...
OwnerName:.....................!r........................................................................ Phone No:.......................................................................................
FacilityContact: ............................................................C.................Title:.........................
Mailing Address: ........ ........................
Onsite Representative: ....... Bcff—v.� ............. �x .i {
Certifi d Operator: .............. '� l k�:� 1......................................
cation of Farm:
Phone No:
te:................................... �.�.-r:......
Integrator: ................................................................
Operator Certification Number: ,,,,,,1 S 61,a,,,,,,.,,,,,
..................................... .... .......... ... ................................................................................................................................................
rtude �' �� Longitude �• �' ��°
Design Current Design Current Design' Cuererit
Swine �Ca acit Po elation Poultry" ``Ca `acit ' Poi "elation' Cattle' Ca acit Po 'elation
❑ Wean to Feeder
❑ Feeder to Finish
❑ Farrow to Wen
—
[]Farrow to Feeder
❑ Farrow to Finish
❑ Gilts,
❑ Boars
❑ Layer Dairy
❑ Non -Layer ❑Non -Dairy
i'
❑ Other
Total Design Capacity
,r
A.
Total SSLW
Discharges & Stream Impacts
I. Is any discharge observed from any part of the operation? ❑ Yes No
Discharge originated at: ❑ Lagoon ❑ Spray Field ❑ Other
Yes No
a. If discharge is observed, was the conveyance man-made'? ❑❑
b. If discharge is observed, did it reach Water or the State'? (If' yes, notify DWQ) ❑ Yes ❑ No
c. li' discharge is observed, what is the estimated flow in gal/min?
d. Does discharge bypass a lagoon system? (If ycs, notify DWQ)
2. Is there evidence of past discharge from any part of the operation?
3. Were there any adverse impacts or potential adverse impacts to the Waters of the State other than from a discharge?
Waste Collection & Treatment
4. Is storage capacity (freeboard plus storm storage) less than adequate? � Spillway
Structure I Structure 2
Identifier:
Freeboard (inches): .......... ........qd�.....................................
Structure 3 Structure 4 Structure 5
................................................................ ..... I ........... I...........
❑ Yes ❑ No
❑ Yes KNo
❑ Yes 9No
❑ Yes WNo
Structure h
l
5. Are there any immediate threats to the integrity of any of the structures observed? (ie/ trees, severe erosion, ❑ Yes EZNo
seepage, etc.)
3/23/99 Continued on back

Facility Number: — Date of Inspection
6. Are there structures on -site which are not properly addressed and/or managed through a waste management or
closure plan?
(If any of questions 4-6 was answered yes, and the situation poses an
immediate public health or environmental threat, notify DWQ)
7. Do any of the structures need maintenance/improvement?
8. Does any part of the waste management system other than waste structures require maintenance/improvement?
9. Do any stuctures lack adequate, gauged markers with required maximum and minimum liquid level
elevation markings?
Waste Application
10. Are there any buffers that need maintenance/improvement?
11. Is there evidence of over application? ❑ Excessive Ponding ❑ PAN
12. Crop type C Z7H"V-N
0
,;KNo
❑ Yes
❑ Yes
P�No
❑ Yes
�No
❑ Yes
)�-No
❑ Yes
ANo
❑ Yes
❑ No
13. Do the receiving crops differ with those designated in the Certified Animal Waste Management Plan (CAWMP)? ❑ Yes gNo
14. a) Does the facility lack adequate acreage for land application? ❑ Yes j4No
b) Does the facility need a wettable acre determination? ❑ Yes WNo
c) This facility is pended for a wettable acre determination? ❑ Yes ❑ No
15.
Does the receiving crop need improvement?
❑ Yes
No
16.
Is there a lack of adequate waste application equipment?
❑ Yes
No
R.eguired Records & Documents
17,
Fail to have Certificate of Coverage & General Permit readily available?
Yes
❑ No
18.
Does the facility fail to have all components of the Certified Animal Waste Management Plan readily available?
❑ Yes
5&,No
(ie/ WUP, checklists, design, maps, etc.)
19.
Does record keeping need improvement? (ie/ irrigation, freeboard, waste analysis & soil sample reports)
XYes
❑ No
20.
Is facility not in compliance with any applicable setback criteria in effect at the time of design?
❑ Yes
[XNo
21.
Did the facility fail to have a actively certified operator in charge?
❑ Yes
XfNo
22. Fail to notify regional DWQ of emergency situations as required by General Permit?
(ie/ discharge, freeboard problems, over application) ❑ Yes ANo
23. Did Reviewer/Inspector fail to discuss review/inspection with on -site representative? ❑ Yes No
24. Does facility require a follow-up visit by same agency? ❑ Yes No
25. Were any additional problems noted which cause noncompliance of the Certified AWMP? ❑ Yes ANo
ENV i64j(igtjs'oi'• ftflcien*i •v Orb note(j• dorlog this -visit; • Yo6 will teboiye t 4ifi6or' .
corresb6rit�ence: about: this visit. .:::::.......:::::.::: ........... .
.�.} ,,,... WF' .�i t E �-�i.:�-. _.ei A�. _ .�E3_
Use drawings of facility@ to better explain situations. (use additional pages as!necessaey) , r rf
•, .:F i 1'.�. _ tt :�e 3:3� .u-.r .n.EE 'its r`,�B,E FE'7;Pa� F n7ii..i3�E.e,'{'6id64`6eiiiif:ri3sill€'i9dffl37tf�l2ft:v�kP! a%PEew -f Ep , !>: �.f i; c Ft�F.^Cs�J6P, ��J. 9.¢ €E„ INI
•C'2r- s '`z a.. O t� �-brv� t1�e -1a b �.._:e•�\��\'� i+�,Q "t'��� �
Ne.�.�. � ho.,a�. Q`�� co`rv'�e�'-�� `�w�••e_bio����/ �'o+r irc.r�en.scr� dn:w�� +l�
Q� Co �-A, �.•e e t v� �•�r��5 � i �v�� r'+o� e.c�
Reviewer/Inspector Name
p �d ''�it:f gin' , (t ' +F:: •r li,'j; ! �d ";U
Reviewer/Inspector Signature: �. _ �� Date:
3/23/99

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
Kerr T. Stevens, Director
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
Lucius P. Bell
315 Bell Farm Rd
Statesville NC 28077
Dear Lucius P. Bell:
I L19WA
•
A&4 NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
March 18, 1999
Subject: Special Agreement for
Farm No.: 49-44
Bell Dairy
Iredell County
This is to inform you that this office has not yet received a completed certification form for
the subject facility's animal waste management system. Your Special Agreement with the
Environmental Management Commission (EMC) required you to obtain and implement a
Certified Animal Waste Management Plan (CAWMP) for the subject facility by October 15,
1998.
If you have obtained and implemented a CAWMP and have mailed the completed
certification to the Division of Water Quality (DWQ), please contact Ms. Sonya Avant at (919)
733-5083 ext. 571 for assistance. If you have not submitted a CAWMP certification form to the
DWQ, please do so within 60 (sixty) days of your receipt of this letter. Please mail your
completed certification form to the attention of "Shannon Langley" at the letterhead address.
As of the date of this letter, in accordance with the terms of the Special Agreement you
entered into with the EMC, the stipulated penalties due total $74,200.00. This amount increases
by $500.00 everyday. In addition to a completed certification form, please also submit, in
writing, your reasons for noncompliance with the terms of your Special Agreement with the
EMC. I will review these responses in determining whether to require full, partial or no payment
of the above mentioned penalties. Further, please be advised that failure to submit a complete
and acceptable certification of the subject facility's animal waste management plan within 60
(sixty) days of your receipt of this letter will result in my referring this matter to the Attorney
General's Office for further action in Superior Court. Any action taken by the Attorney
General's Office will not absolve you of stipulated penalties for noncompliance with your
Special Agreement.
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] Fax [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post -consumer paper

Lucius P. Bell
Facility Number: 49-44
March 18, 1999
Page 2
Please be advised that nothing in this letter should be taken as removing from you the
responsibility or liability for failure to comply with the State of North Carolina's Environmental
Laws and Regulations. Thank you for your immediate attention to this issue. If you have any
questions concerning this matter, please do not hesitate to contact Mr. Shannon Langley of our
staff at [phone] ext. 581 or Mr. Steve Lewis at [phone] ext. 539.
Sincerely,
Kerr T. Stevens
cc: Regional Water Quality Supervisor - MRO
Shannon Langley/Special Agreement Files
Central Files

-- `/AJ
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
MOORESVILL.E REGIONAL OFFICE
DIVISION OF WATER QUALITY
December 21, 1998
Lucius P. Bell
315 Bell Farm Rd.
Statesville, NC 28677
Subject: Temporary storage of
Storage Pond Crust
Bell Dairy, Facility #: 49-44
Iredell County, NC
Dear Mr. Bell:
This Ietter is in regards to your conversation with Mr. Johnson of this Office on
December 18, 1998. As discussed with Mr. Johnson, the crust from the upper storage
pond can be temporarily stored in the area adjacent to the structure. As agreed to, the
crust will be covered with plastic and an earthen berm will be constructed to prevent any
leachate from entering the clean water dropbox. Remember that a waste analysis should
be performed at time of application in the spring.
If you have any questions concerning this matter, please do not hesitate to contact
Mr. Johnson or me at [phone].
Sincerely,
Rex Gleason, P. E.
Water Quality Regional Supervisor
cc: Iredell SWCD
Non -Discharge Compliance Unit
919 NORTH MAIN STREET, MOORESVILLE, NORTH CAROLINA 2.61 IS
PHONE 704-66H-1699 FAX [phone]
AN EQUAL OPPORTUNITY / AFFIRMATIVE ACTION EMPLOYER - 50% RECYCLED/10% POST -CONSUMER PAPER

NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
MOORESVILLE REGIONAL OFFICE
DIVISION OF WATER QUALITY
November 13, 1998
Lucius P. Bell
315 Bell Farm Rd.
Statesville, NC 28677
Subject: Site Inspection
Bell Dairy, Facility #: 49-44
Iredell County, NC
Dear Mr. Bell:
Mr. Alan Johnson of this office has been asked on several occasions about the
appropriate time and proper method to take soil and waste samples. Also, during his
inspections, he has noticed that while the storage capacity may be adequate in the
storage pond/lagoon, in some cases it was not at the level set forth in the waste
utilization plan. Mr. Johnson has also noted that some animal operations using
hay/pasture systems do not appear to be properly managing the hay crop in the waste
application fields. This letter is to highlight some concerns and provide some general
guidance regarding the management of the storage pond/lagoon and waste application
fields. For more specific/detailed information, please contact your technical
specialist or your local agricultural extension service.
Be advised that should a farm be found violating its farm plan and/or have an
unpermitted discharge, besides facing civil penalties, the facility could be required to
apply for an individual permit. Currently, most farms are operating under a general
permit.
Waste applications
Just as you manage the animals at your facility, proper management of the
waste (lagoon/storage pond level) is important. The waste must be pumped from the
ponds at the correct time and provide for maximum utilization of the nutrients by the
crop. Remember, waste application rates in your farm plan are based on agronomic
principles, and assumes the waste will be applied when the nutrients are required
(e.g., applying waste to com at tasseling or bermuda grass in November is of little
use for the uptake of nitrogen). Also, the established application rate assumes that
the previous crop has been removed from the field.
919 NORTH MAIN STREET, MOOREovILLE, NORTH CAROLINA 281 16
PHONE [phone] FAX [phone]
AN EQUAL OPPORTUNITY 1AFFI RMATIYE ACTION EMPLOYER- 50% RECYCLE0/10% POST -CONSUMER PAPER

Page 2
Grass and small grain crops grown for hay should be harvested in a timely manner. To
maximize nutrient uptake, as indicated in the waste utilization plan, and for highest quality, the
crop should be harvested at early boot stage (generally every 4 to 5 weeks). Small grain for
silage can be harvested in the soft dough stage when direct cut. Contact your agricultural
extension agent or technical specialist for proper guidance.
General RecorMendations for Nitrogen M Application for Common Crons:
• Small Grains: One-third (1/3) N at planting and remainder in late February or early
March.
• Corn/Sorghum: For facilities that pump and haul, N should be applied prior to planting.
For those facilities that irrigate, a split application with half at planting and the remainder
when the corn is 18 inches high.
• Fescue/Orchardgrass: Apply one-half (1/2) of the N in mid -February to March and one-
half (1/2) in mid -August to September.
• Bermuda grass: Establishing: 30 to 40 lbs N/ac at planting and 30 to 60 lbs N/ac when
runners appear (6 -8 wk. after planting). Maintaining: 50 to 60 lbs N/ac in April and the
remainder of the recommended amount in equal increments in June and July or after each
cutting.
Finally, there, have been instances where the amount of waste pumped (as shown in the
waste application records) from the lagoon/storage pond does not appear to agree with the
amount of waste produced by the animals. One would expect on an annual basis that the amount
pumped would be approximately equal to the amount being produced. For example, if a dairy is
generating 453,000 gal/yr in waste, then approximately 453,000 gallons of waste should be
accounted for in the waste application records over a year. However, there may be some
difference due to how low the storage pond was pumped, the number of cows being held in the
facility, or the amount of rainfall.
Soil analysis (FREE)
Fifteen to twenty (15 to 20) soil samples per field (20 acres or less) is desirable. The
samples should be thoroughly mixed and sent in as one sample. Each sample should be pulled 4
inches deep for pastures and no -till systems and 8 inches deep for conventional tillage systems.
Taking samples during the fall is advisable. The state lab is not as busy at that time and
can provide a more timely turn around with the results. This is also a good time to apply lime if
recommended by the soil test. When liming is necessary, it is important that it be applied as
suggested. Maintaining proper soil pH is as important (if not more so) than fertilizing to
maximize crop production.

I
Page 3
Waste samples/analysis ($4/sample)
The state lab now has the capability to conduct analyses and provide the results within
two working days via the internet. Through the US Postal service allow seven days. Take
samples in a timely manner such that waste application.rates can be based on the most recent
sample results.
Six to eight (6 to 8) samples should be taken around the edge of the lagoon/storage pond,
approximately 6 feet from the edge and 12 inches below the surface. These can be mixed to
make one sample. The sample should be refrigerated if it is not going to be shipped the same
day. Always mail waste samples in plastic containers.
For farmers who do not have to agitate the lagoon/storage pond prior to application, it is
strongly suggested that waste samples be taken prior to waste application. This will prevent the
producer from having to go back and complete the waste application record at a later date.
For farmers who apply waste to hay fields and pastures, it is strongly suggested that
waste samples be taken quarterly if the waste is applied anytime during the growing season.
If you have questions concerning this matter, please do not hesitate to contact Mr. Johnson
or me at [phone].
cc: Iredell SWCD
Non -Discharge Compliance Unit
Regional Coordinator
Sincerely,
D. Rex Gleason, P. E.
Water Quality Regional Supervisor

State of North Carolina
Department of Environment,
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wavne .McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director
MEMORANDUM
TO: Regional Water Quality Supervisor
FROM: Shannon Langley
SUBJECT: Application for special agreement
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
N.G. i12?PT. C?N
0 NATUr-AL
MAR 20 1998
0195109 OF FYV19e'MVF1Tl41 � IHS,�; i1FlIT
MM' Mli IrWAL 6fFlCE
Please find attached a copy of application for special, agreement for facility number 41—zly.
If you have any questions, please call me at 733-5083, ext. 581.
ATTACHMENT
41
or 31ys
j .-Iq7
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] Fax [phone]
An Equal opportunity Affirmative Action Employer 50% recycled/10% post -consumer paper

v
N.r— OErr. OF
State of North Carolina RWIRON-MUNT, 1trXz..TK
Department of Environment and Natural ResourceSO NATURAL n1PS'oU"C1'8
Division of Water Quality
NlQR 20 5998
APPLICATION FOR A SPECIAL AGREEMENT
(ItiFORM#TION REQUIRED FOR ANIMAL OPERATI0vS REQUESTING A 5PE ENACkE�EN.. T) ' -:;"HT
��'�ist:itE �icii�lt i►NCE
I. GENERAL INFORMATION:
f1. Applicant (Owner of the Facility); P�—�rrO(`
2. Facility No.:
3. Facility Name:
4. Print or Type Owner's or Signing Official' ame and Title (the person who is
legally responsible for the facility and its c mpliance):
5. Mailing Address: 3 % � �' Et G LM km A e
City: State: IVG Zip., S�
Telephone No.: 5-
`7 _
6. County where facility is located:re�c 1 !
7. Operation Type (Swine, Poultry, Cattle):
8. Application Date:
II., ELIGIBILITY FOR A SPECIAL AGREEMENT:
As per Senate Bill 1217 which was ratified on June 21, 1996, the Environmental Management
Commission (EMC) may enter into a special agreement with an operator who registered by
September 1, 1996 with their local Soil and Water Conservation District office and who makes
a good faith effort to obtain an approved animal waste management plan by December 31,
1997. This special agreement shall set forth a schedule for the operator to follow to obtain an
approved animal waste management plan by a date certain and shall provide that the EMC shall
not issue a notice'of violation for failure to have an approved animal waste management plan so
long as the operator complies with the special agreement. Operators who did not register by
September 1, 1996 with their local Soil and Water Conservation District office or who can not .
document that they made a good faith effort to obtain an approved animal waste management
plan by December 31, 1997, will not receive a Special Agreement from the EMC. These
facilities will be subject to civil penalties, criminal penalties, injunctions and all other
enforcement tools available to DWQ.
1. Date facility requested assistance from their local Soil & Water Conservation District
F'ORtii SPAG 1/98
I
Page 1 of 4

4
2. Efforts made since February 1, 1993 to develop and implement a certified animal
Waste management plan (Use additional sheets if necessary). This summary must
include:
A. All contacts made with technical specialist
B. Dates and types of plans developed
C. Contracts signed
��D\cf unds expended
+L E. improvements made to the system
F. Animals removed and not retoacked at the facility
G. Other actions taken
�1Z-95_-1 2i-54 4-1Z-95f-01-7,5,, 4-20-F,5`- ,-SSA
L3: o200 aef-,J,!,,l t//!a.'ntentc.,re �G..� — ',�'Y,7 -
' A(Jlcs' Cc� �G r e Ca -r a t - _ ! - / 3- S T
I:'F / S C / H 1 �!.[ >M � t ✓ n T ) C� � 5 .� �/ Lt c_e � %VV.c_t .^..( U`^f�I / rti. e 1 r i ' u [
L� ✓` 1- `_ 1 l J v Ci L u ( � — l } J Gi
CIO�� vw. ►� w 7d` /1 a /+ �-� , >zt �L [ ; �-,-�
FORM SPAG 1198
Pace 2 of 4

PROPOSED SCHEDULE FOR OBTAINING CERTIFICATION:
Please list each of the specific things that will be done at your facility to implement a
certified animal waste management plan and the date you will have each activity
completed. This must include a review of the possibility of not restocking animals that
are scheduled to be removed from the facility until such time as'a certified plan can be
implemented. Please also list the date on which animals were most recently restocked at
this -facility. The EMC reserves the right to deny any proposed schedules that are
excessively Iong. (Use additional sheets if necessary).
+ 6,,,,L f � p i \-) cr -14 q ? _3'," 'f- 4 )� 0 �•_ L!, tiA-,
C" 01/" n f v1-t
z
L j ` I r.
Applicant's Certification:
I, / , attesthis application for a Special Agreement
with the EMC has been reviewed by me and is accurate and complete to the hest of my
knowIedQe. 1 understand if all required Darts of this alication are not comi2leted andif all -
�t LDS. IJ<' lr i -5
Print Name of Owner
/_X4­ Date _ —5 —10 ,.... `!
Sigp Lure of Owner
FORM SPAG 1/98
Page 3 of 4

State of North Carolina
'Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director
&T 1 • •
NCDENR
NORTH CAROLINA DEPARTMENT OF "
ENVIRONMENT AND NATURAL RESOURCES
September 29, 1998
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
Attn: Lucius P. Bell
Bell Dairy
315 Bell Farm Rd
Statesville NC 28077
Subject: Special Agreement
Facility Number: 49-44
Bell Dairy
Iredell County
Dear Lucius P. Bell:
M
Attached for your records is a copy of the signed Special Agreement approved by the
Environmental Management Commission.
The terms and conditions of the Special Agreement are in full effect. If you have any
questions concerning this matter, please contact Mr. Shannon Langley, of our staff, at (919) 733-
5083, extension 581.
Sincerely,
A. Preston How , r., P.E.
ATTACHMENTS
cc:,.MRO_Regional=Office
Iredell County Soil and Water Conservation District
Facility File
Central Files
Shannon Langley
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone 9I9-733-5083 Fax 9I9-715.6048
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post -consumer paper

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
COUNTY OF IREDELL
IN THE MATTER OF. )
} SPECIAL AGREEMENT
FACILITY NUMBER: 49-44
LUCIUS P. -BELL
Pursuant to provisions of North Carolina General Statutes (G.S.) 143-215.2(a) this
Special Agreement is entered into by Lucius P. Bell, hereinafter referred to as "OWNER",
and the North Carolina Environmental Management Commission, an agency of the State
of North Carolina created by G.S. 143B-282, and hereinafter referred to as the
Commission:
1. "OWNER" and the Commission hereby stipulate the following:
(a) "OWNER" has previously been deemed permitted in accordance with 15A
NCAC 2H .0217 for the operation of an animal waste treatment works, but was
unable to comply with 15A NCAC2H .0217 (a)(1)(E) requiring an approved
animal waste management plan to be submitted by December 31, 1997.
(b) Failure to obtain and implement a Certified Animal Waste Management PIan in
accordance with 15A NCAC 2H .0217(a)(1)(E) is a violation of State Water
Quality Regulations -and "OWNER" is within the jurisdiction of the Commission
as set forth in G.S. Chapter 143, Article 21.
(c) "OWNER" desires to continue to operate the animal waste treatment works as a
Non -Discharge system.
(d) "OWNER" has secured assistance from a certified technical specialist to develop
an animal waste management system which, once certified, will meet or exceed
all applicable guidelines and standards and will be able to comply with all aspects
of the Commissions animal waste general permit.
(e) During the term of this Agreement there will be no increase in Steady State Live
Weight (SSLW) at the facility.. Any new construction will be designed to -
accommodate only the SSLW for which the facility was registered in accordance
with 15A NCAC 2H .0217(a)(1)(D).
(e) Since this Special Agreement is by Consent, neither party will file a petition for a
contested case or for judicial review concerning its terms.
(f). Nothing in this Special Agreement shall be taken as absolving or relieving
"OWNER" from any responsibility or liability for discharges of animal waste to
surface waters of the State of North Carolina.
?, "OWNER" desiring to comply with the Permit identified in paragraph l(a) above,
hereby agrees to do the following:
(a) Undertake all necessary activities in order to obtain and implement a certified
animal waste management plan by October 15, 1998.

Farm Number: 49-44
Special Agreement
Page 2
(b) "OWNER" shall comply with all terms and conditions of the North Carolina
General Statutes 143-215.1 and the relevant rules promulgated thereunder
except 15A NCAC 2H .0217(a)(1)(E).
(c) No later than fourteen (14) calendar days after the date identified in 2(a) above,
submit to the Director of DWQ written notice of compliance or noncompliance
therewith. In the case of noncompliance, the notice shall include a statement of
the reason(s) for noncompliance, remedial action(s) taken, and'a statement
identifying the extent to which subsequent dates or times for accomplishment of
listed activities may be affected.
3. "OWNER" agrees that unless excused under paragraph four (4), "OWNER" will pay
the Director of DWQ, by check payable to the North Carolina Department of
Environment and Natural Resources,. stipulated penalties according to the following
schedule for failure to meet the deadline,set out in paragraph-2(a) above. .
Failure to obtain and fully'implement a Certified $I00.00 for the first seven days
Animal Waste Management Plan by the date past the date identified in 2(a)
identified in 2(a) above: $500.00 for each additional
day
4. "OWNER" and the Commission agree that stipulated penalties are not due if
"OWNER" satisfies the Division of Water Quality that noncompliance was caused
solely by:
a. An act of God;
b. An act of war;
c. An intentional act or omission of a third party, but this defense shall not be
available if the act or omission is that of an employee or agent of the defendant
or if the act or omission occurs in connection with a contractual relationship
with the "OWNER";
d. An extraordinary event beyond the "OWNER'S" control. Contractor delays or
failure to obtain funding will not be considered as events beyond the
"OWNER's" control; or
e. Any combination of the above causes.
Failure within thirty (30) days of receipt of written demand to pay the penalties, or
challenge them by a contested case petition pursuant to G.S. 150B-23, will be grounds
for a collection action, which the Attorney General is hereby authorized to initiate.
The only issue in such an action will be whether the thirty (30) days has elapsed.
5. This Special Agreement and any terms and conditions contained herein, hereby
supersedes 15A NCAC 2H .0217(a)(1)(E).
6. Noncompliance with the terms of this Special Agreement are subject to enforcement
action in addition to the above stipulated penalties, including injunctive relief pursuant
to G.S. 143-215.6(C).

Farm Number: 49-44
Special Agreement
Page 3
7. The "OWNER", upon signature of this Special Agreement, will be expected to
comply with all schedule dates, terms, and conditions of this document.
S. This Special Agreement shall expire upon owners submittal of a certified animal
waste management plan.
For Bell Dairy
cLL
Print Name of
For the North Carolina nvironmental Management Commission:
-!�e" 0-Date
e'., Chairman of the Commission
69

l ' 4
-"4J
41/ NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
MOORESVILLE REGIONAL OFFICE
DIVISION OF WATER QUALITY
September 22, 1998
Lucius P. Bell
315 Bell Farm Rd:
Statesville, NC 28677
Subject: DWQ Animal Waste Operations
Site Inspection Report
Bell Dairy, Facility #: 49-44
Iredell County, NC
Dear Mr. Bell:
Mr. Alan Johnson of this Office conducted a site inspection of your facility on
September 17, 1998. During the inspection it was noted that some adjustments or
improvements are required at the facility.
• The connection where the hose attaches to the traveling gun reel needs to be
repaired.
• The waste utilization plan needs to be revised so that the number of cows kept on
the lot agrees with the plan requirements.
• A spillway needs to be constructed for the "solids" storage pond to ensure dam
safety.
• Due to alterations in the irrigation layout, you will need to recalculate the useable
acres when filling out your waste application records.
It is requested that you submit to this Office a written response by October 1,
1998 indicating the actions taken regarding the above areas of concern. Please mail your
response to the attention of Mr. Johnson.
If you have any questions concerning this matter, please do not hesitate to
contact Mr. Johnson or me at [phone].
Sincerely,
D. Rex Gleason, P. E.
Water Quality Regional Supervisor
cc: Iredell SWCD
Non -Discharge Compliance Unit
Regional Coordinator
919 NORTH MAIN STREET, MOOR ESVILLE. NORTH CAROLINA 28118
PHONE [phone] FAX [phone]
AN EQUAL OPPOATUNITV / AFFIRMATIVE ACTION EMPLOYER . 30% RECYCLE0/10 POST -CONSUMER PAPER

❑ Division of Soil and Water Conservation E3Other Agency
Division of Water Quality
JgLRoutine O Complaint O Follow-up of DWQ inspection O Follow-up of 1)SWC review O Other
Date of Inspection
Facility Number `f Time of Mspec:tiort ` 24 hr. (hh:mm)
© Registered © Certified 13 Applied for Permit [3 Permitted © Not Operational I Date Last Operated:
Farm Name: ............. 1�../..�......rr.�.,r
I ......... I... County:....... eJel[.........................
OwnerName:...................Ct.t(...... ,......Bx'.0 ................................................ Phone No: ............ ...5.............................
Facility Contact: ........................................................ ......... Title: .. Phone No:
Mailing Address: ........ R1..�.......,L�..�.C...... ..P. .................................. �?�..'1.�.�..►J..t....l:.....................................
Onsite Representative;,,,,,,,,; ,,,,,,.\�„Integrator:
Certified Operator;...... ...................... ............................................ Operator Certification Number, ........ !21...�?.,.�.o.......
Location of Farm:
? ,� t+�► ill —5c: Z;. AU� l;°%( SQ 3 (p rll W—N n-
40'kli►�-i" 1� ���s.�`.� Sf+cx �5u;��e.. .'
Latitude Longitude•' ©"
Capacity -.Pope
❑ Wean to Feeder
❑ Feeder to Finish
❑ Farrow to Wean
❑ Farrow to Feeder
❑ Farrow to Finish
❑ Gilts
❑ Boars
V4.1.b44 {.JVF4Y{ ? -
Poultry Capacity Population- Cattle
❑ Layer WDairy
❑ Non -Layer ❑ Non -Da
❑ Other
Total Design Capac�t
4'� Total SSLM
/ Zvi cro()
Subsurface Drains Present jI❑ Lagoon Area I❑ Spray Field Area
No Liauid Waste
General
1. Are there any buffers that need maintenance/improvement? ❑ Yes $No
2. Is any discharge observed from any part of the operation? ❑ Yes )4 No
Discharge originated at: ❑ Lagoon ❑ Spray Field ❑ Other
a. If discharge is observed, was the conveyance man-made? ❑ Yes ❑ No
b. If discharge is observed, did it reach Surface Water? (If yes, notify DWQ) . ❑ Yes ❑ No
c. If discharge is observed, what is the estimated flow in gal/min?
d. Does discharge bypass a lagoon system? (If yes, notify DWQ)
❑ Yes
❑ No
3. Is there evidence of past discharge from any part of the operation?
❑ Yes
No
4. Were there any adverse impacts to the waters of the State other than from a discharge?
❑ Yes
No
5. Does any part of the waste management system (other than lagoons/holding ponds) require
❑ Yes
(XNo
maintenance/improvement?
6. Is facility not in compliance with any applicable setback criteria in effect at the time of design?
❑ Yes
1%No
7. Did the facility fail to have a certified operator in responsible charge?
❑ Yes
17No
7/25/97

Facility Number: —
8. Are there lagoons or storage ponds on site which need to be properly closed? ❑ Yes KNo
Structures (Lap-oonsfflolding Ponds Flush Pits etc.
9. Is storage capacity (freeboard plus storm storage) less than adequate? 'RYes ❑ No
Structur I Structure 2 Structure 3 Structure 4 Structure 5 Structure 6
Identifier: �+ `
t' ..A.. rr....... !..i .................................................................................................
Freeboard (ft): 1 /....................................
..........................................................................................................................................................................
10. Is seepage observed from any of the structures? ❑ Yes 0$;o
11. Is erosion, or any other threats to the integrity of any of the structures observed? ❑ Yes Wo
12. Do any of the structures need maintenance/improvement? ❑ Yes V No
(If any of questions 9-12 was answered yes, and the situation poses
an immediate public health or environmental threat, notify DWQ)
13.
Do any of the structures lack adequate minimum or maximum liquid level markers?
Yes
❑ No
Waste Application
14.
Is there physical evidence of over application?
❑ Yes
�No
(If in excess of WMP, or/runoff entering waters of the State, notify DWQ)
15.
Crop type ..... d �` }1� .on. ....... QA f:.Sn..........................................•..................................................................................................................
16.
Do the receiving crops differ with those designated in the Animal Waste Management Plan (AWMP)?
❑ Yes
Wo
17.
Does the facility have a lack of adequate acreage for land application?
❑ Yes
Jallo
18.
Does the receiving crop need improvement?
❑ Yes
;ENo
19.
Is there a lack of available waste application equipment?
❑ Yes
Q No
20.
Does facility require a follow-up visit by same agency?
❑ Yes
Q No
21.
Did Reviewer/Inspector fail to discuss review/inspection with on -site representative?
❑ Yes
XLNo
22.
Does record keeping need improvement?
'9Yes
❑ No
For Certified or Permitted Facilities -Only
23.
Does the facility fail to have a copy of the Animal Waste Management Plan readily available?
❑ Yes
Klo
24.
Were any additional problems noted which cause noncompliance of the Certified AWMP?
❑ Yes
KNo
25.
Were any additional problems noted which cause noncompliance of the Permit?
❑ Yes
[�,No
❑: No.Vio.,ations.or. dericiencies:wt're-noted-during this.'visit:- :Yo'u4411 receive,ito:ftirther.::
:. correspondence About -this:
_1 1 ll `
e.{ r i@ C0.S (�� n y +ram
f r � � - `� •�1.���� �ose q���es
ree I �r-o� ,STar"a9
�C, vk e�eas -%tE� be +t_c iv-,�O S�tnv asp �01 Sa1cc�,5
ion rle-P_15 �D {oC- Tics v I s r_&� or- cicc.es s cc>,�O S %rC-VL­,-UA J%> PK,-e� xxX
Reviewer/inspector Name
ReviewertInspector Signature: ��a _IN _ _ Date: /7-

MC. DEFT. OC
fiNVI€ ONMENIT, [INALTE1,
& NATU'4:,•:L .til Z"OU:2CES
SEP 2 5 1998
SYfLLE !j `1J:nll fCE
,_

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director
July 24, 1998
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
Lucius P. Bell
315 Bell Farm Rd
Statesville NC 28077
ILT?WA
10
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND N/QURAL' RESOURCES
MCI rvw. �
ff NATURAL A�i7�t341�tC 3
JUL 28 1998
WIISOP 9F .Arwr u aVg f-., T
Subject: Special Agreement .
Certified Animal Waste Management Plan
Bell Dairy
Facility Number: 49-44
Iredell County
Dear Lucius P. Bell:
As per Senate Bill 1217, which was ratified on June 21, 1996, and your application for Special
Agreement which was received on March 16, 1998, the Environmental Management Commission
(EMC) hereby proposes to enter into a special agreement with Lucius P. Bell in order to allow
additional time for Lucius P. Bell to obtain and implement a certified animal waste management
plan (CAWMP) for the subject facility.
Please find enclosed the proposed Special Agreement. If you agree to abide by the dates and
terms of the attached schedule, you must sign, date and return the enclosed documents to the
attention of "Shannon Langley' at the letterhead address within fourteen (14) calendar days of
your receipt of this letter.
If you have already implemented your CAWMP or do not wish to enter into the Special
Agreement, please provide us with a response to Mr. Shannon Langley within fourteen (14)
calendar days of your receipt of this letter.
Please be advised that nothing in this letter should be taken as removing from you the
responsibility or liability for failure to comply with all terms and conditions of the North Carolina
General Statutes 143-215.1 and the relevant rules promulgated thereunder. All dates and
conditions of this agreement that are not met shall be subject to civil penalties, criminal penalties,
injunctions and all other enforcement tools available to the Division of Water Quality.
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] Fax [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled110% post -consumer paper

Therefore, in order to avoid such enforcement actions, I urge you to read the Agreement
carefully, make sure you understand your commitments under the Agreement, and contact Mr.
Langley, if you do not understand or are confused about any condition of the agreement.
If you have any questions concerning this matter, please do not hesitate to contact Mr.
Shannon Langley at [phone] ext. 581 or Ms. Sonya Avant at [phone] ext. 571.
Sincerely,
A. Preston Howard, Jr. P.E.
Attachment
cc: Facility File -- Non -Discharge Compliance/Enforcement Unit
D Regional Office
Dewey Botts — Division of Soil and Water
Shannon Langley
Central Files

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
COUNTY OFIREDELL
IN THE MATTER OF
SPECIAL AGREEMENT
FACILITY NUMBER: 49-44
LUCIUS P. BELL
Pursuant to provisions of North Carolina General Statutes (G.S.) 143-215.2(a) this
Special Agreement is entered into by Lucius P. Bell, hereinafter referred to as "OWNER",
and the North Carolina Environmental Management Commission, an agency of the State
of North Carolina created by G.S. 14313-282, and hereinafter referred to as the
Commission:
1. "OWNER" and the Commission hereby stipulate the following:
(a) "OWNER" has previously been deemed permitted in accordance with 15A
NCAC 2H .0217 for the operation of an animal waste treatment works, but was
unable to comply with 15A NCAC2H .0217 (a)(1)(E) requiring an approved
animal waste management plan to be submitted by December 31, 1997:
(b) Failure to obtain and implement a Certified Animal Waste Management Plan in
accordance with 15A NCAC 2H .0217(a)(1)(E) is a violation of State Water
Quality Regulations -and "OWNER" is within the jurisdiction of the Commission
as.set forth in G.S. Chapter 143, Article 21.
(c) "OWNER" desires to continue to operate the animal waste treatment works as a
Non -Discharge system.
(d) "OWNER" has secured assistance from a certified technical specialist to develop
an animal waste management system which, once certified, will meet or exceed
all applicable guidelines and standards and will be able to comply with all aspects
of the Commissions animal waste general permit.
(e) During the term of this Agreement there will be no increase in Steady State Live
Weight (SSLW) at the facility. Any new construction will be designed to
accommodate only the SSLW for which the facility was registered in accordance
with 15A NCAC 2H .0217(a)(1)(D).
(e) Since this Special Agreement is by Consent, neither party will file a petition for a
contested case or for judicial review concerning its terms.
(f). Nothing in this Special Agreement shall be taken as absolving or relieving
"OWNER" from any responsibility or liability for discharges of animal waste to
surface waters of the State of North Carolina.
2. "OWNER" desiring to comply with the Permit identified in paragraph 1(a) above,
hereby agrees to do the following:
(a) Undertake all necessary activities in order to obtain and implement a certified
animal waste management plan by October 15, 1998.

Farm Number: 49-44
Special Agreement
Page 2
(b) "OWNER" shall comply with all terms and conditions of the North Carolina
General Statutes 143-215.1 and the relevant rules promulgated thereunder
except 15A NCAC 2H .0217(a)(1)(E).
(c) No later than fourteen (14) calendar days after the date identified in 2(a) above,
submit to the Director of DWQ written notice of compliance or noncompliance
therewith. In the case of noncompliance, the notice shall include a statement of
the reason(s) for noncompliance, remedial action(s) taken, and a statement
identifying the extent to which subsequent dates or times for accomplishment of
listed activities may be affected.
3. "OWNER" agrees that unless excused under paragraph four (4), "OWNER" will pay
the Director of DWQ, by check payable to the North Carolina Department of
Environment and Natural Resources, stipulated penalties according to the following
schedule for failure to meet the deadline set out in paragraph 2(a) above.
Failure to obtain and fully implement a Certified $100.00 for the first seven days
Animal Waste Management Plan by the date past the date identified in 2(a)
identified in 2(a) above: $500.00 for each additional
day
4. "OWNER" and the Commission agree that stipulated penalties are not due if
"OWNER" satisfies the Division of Water Quality that noncompliance was caused
solely by:
a. An act of God;
b. An act of war;
c. An intentional act or omission of a third party, but this defense shall not be
available if the act or omission is that of an employee or agent of the defendant
or if the act or omission occurs in connection with a contractual relationship
with the "OWNER';
d. An extraordinary event beyond the "OWNER'S" control. Contractor delays or
failure to obtain funding will not be considered as events beyond the
"OWNER's" control; or
e. Any combination of the above causes.
Failure within thirty (30) days of receipt of written demand to pay the penalties, or
challenge them by a contested case petition pursuant to G.S. 150B-23, will be grounds
for a collection action, which the Attorney General is hereby authorized to initiate.
The only issue in such an action will be whether the thirty (30) days has elapsed.
5. This Special Agreement and any terms and conditions contained herein, hereby
supersedes 15ANCAC 2H.0217(a)(1)(E).
6. Noncompliance with the terms of this Special Agreement are subject to enforcement
action in addition to the above stipulated penalties, including injunctive relief pursuant
to G.S. 143-215.6(C).

w
Farm Number: 49-44
Special Agreement
Page 3
7. The "OWNER", upon signature of this Special Agreement, will be expected to
comply with all schedule dates, terms, and conditions of this document.
8. This Special Agreement shall expire upon owners submittal of a certified animal
waste management plan.
For Bell Dairy
Print Name of Owner
Date
Signature of Owner
For the North Carolina Environmental Management Commission:
Date
Chairman of the Commission

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
Lucius P. Bell
Bell Dairy
315 Bell Farm Rd
Statesville NC 28077
Dear Lucius P. Bell:
1 � •
10 NCDENR
NORTH CAROUNA DEPARTMENT OF
ENVIRONMENT AND NATURAL. RESOURCES
February 11, 1998
N.C. nElyr. ofr
RNVIRO�IlbtENT tteltirh
& NATURAL Rt?SOUJ�C-gs
FEB 25 1998
#MS'G t OF EHVkRObfhlfHTle1. R.'at1Q&t;�l
SYIiLE RE1Ff NR! OFFICE
r
Subject: Request for Status Update
Certified Animal Waste Management Plan
Bell Dairy
Facility Number: 49-44
Iredell County
In accordance with State Regulations (15A NCAC 2H .0217(a)(1)(E)) adopted by the Environmental
Management Commission on February 1, 1993, the owner of the subject facility was required to submit a
Certification Form for the facility's animal waste management system by December 31, 1997.
This letter is to advise you that this office has no record of having received the required Certification for
the subject facility. Please provide this office with an explanation as to why this Certification was not
submitted as required. This explanation must be received within 30 days following the receipt of this letter.
Any existing facility owner which did not submit the require 'certification by the deadline is no longer
deemed permitted to operate their animal waste management system. Therefore, if the certification was not
submitted as required and the facility is still in operation, this facility is being operated without a valid
permit. N.C.G.S. 143-215.6(b) allows the Secretary of the Department of Environment and Natural
Resources to take appropriate enforcement actions for this violation for as long as the violation continues.
As per Senate Bill 1217, which was ratified 6n June 21, 1996, the Environmental Management
Commission (EMC) may enter into a special agreement with facilities that did not meet the December 31,
1997 deadline. These special agreements can only be issued to facility owners which signed up for assistance
with their local Soil and Water Conservation District Office by September 1, 1996 and which can
demonstrate that they made a good faith effort to meet the December 31, 1997 deadline. The special
agreement, if issued, would contain a specific schedule for the facility to follow to develop and/or implement
an approved animal waste management plan. Attached is an application for a special agreement between the
EMC and the subject facility. If you can demonstrate that this facility can meet the conditions for a special
agreement, you may send this request along with your explanation as to why the plan has not been developed
and implemented. This request would also be due within 30 days from receipt of this letter.
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] Fax [phone]
An Equal Opportunity Affirmative Action Employer 50%a recycled110% post -consumer paper

Also attached is a form (Form RR 2/98) that must be filled out if the facility is no longer in operation or is
belo%v the threshold established in15A NCAC 2H .0217(a)(1)(A). Facilities which maintain the number of animals
below certain thresholds are not required to be certified. These thresholds are:
100 head of cattle
75 horses
250 swine
1000 sheep
30,000 birds with a liquid system
Please submit this form if the subject facility is not operating or is below the threshold limit established in 15A
NCAC 2H.0217(a)(1)(A).
Please submit all responses to this matter to the following address:
Attn: Shannon Langley
Division of Water Quality
P.O. Box 29535
Raleigh NC 27626-0535
Once your response is received, it will be evaluated in detail along with any supporting information that
you may wish to submit. Following this review, you will be advised of the results of the review and of any
additional actions that must be taken to bring your facility into compliance.
Please be advised that nothing in this letter should be taken as removing from you the responsibility or
liability for failure to comply with the requirement to develop and implement a certified animal waste
management plan by December 31, 1997. Please also be advised that the submittal of a request for a special
agreement does not assure that one will be issued. Each facility will be reviewed on a case by case basis and
appropriate actions will be taken to brine each facility into compliance.
Thank you for your immediate attention to this issue. if you have any questions concerning this matter,
please do not hesitate to contact Mr. Shannon Langley of our staff at [phone] ext. 581.
Sincerely,
Al-�_ L., Z ,
01
A. Preston Howard,
cc: Facility File — Non -Discharge Compliance/Enforcement Unit
DWQ Regional Office
Shannon Langley
Central Files
P.O. Boa 29535, Raleigh, North Carolina 27626.0535 Telephone [phone] Fax [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post -consumer paper

5 , State
of North Carolina
Department of Environment,
Health and Natural Resources 1 •
Mooresville Regional Office AA
James B. Hunt, Jr., Governor OEHNFR
Wayne McDevitt, Secretary
DIVISION OF WATER QUALITY
September 18, 1997
CERTIBED MAIL
RETURN RECEIPT REQUESTED
Lucius P. Bell
Rt. 15, Box 210
Statesville, NC 28677
Subject: Notice of Violation
Animal Operation Site Inspection
NCGS 143-215.1 (a)
Bell Dairy, Facility #: 49-44
Iredell County, NC
Dear Mr. Bell:
This Notice of Violation (NOV) is being issued for a discharge observed during the
inspection conducted by Mr. Alan Johnson of this Office at your dairy on September 16, 1997.
The discharge was observed by Mr. Johnson flowing from the main feedlot into a draw
behind the facility. The discharge is a violation of the deemed permitted status pursuant to North
Carolina General Statute 143-215.1 (a) and Administrative Code Section 15A NCAC 2H .0217,
and must be ceased immediately. It is requested that a written response be submitted to this
office by September 30, 1997 indicating the actions taken to correct the noted problem. Please
address your response to Mr. Johnson.
It was also noted during the inspection that the storage pond was near capacity and needs
to be pumped as soon as possible. Vegetation on the sideslopes of the pond prevented a proper
inspection from being performed. The vegetation must be cut and maintained for future
inspections.
Be advised that this notice does not prevent the Division of Water Quality from taking
enforcement actions for this or any other violations. Also, be advised that North Carolina General
Statutes provide for penalties of up to $10,000 per day per violation for noncompliance with state
environmental laws and regulations.
919 North Main Street, 1% FAX [phone]
Mooresville, North Carolina 28115 Nvf C An Equal Opportunity/Affirmative Action Employer
Voice 704-663-1699 50% recycled/ 109/P post -consumer paper

Page Two
If you have any questions concerning this matter, please do not hesitate to contact either
D. Rex Gleason, Water Quality Regional supervisor, or Mr. Johnson at [phone].
cc: Iredell SWCD
Compliance/Enforcement File
Regional Coordinator
AJ
Sincerely,
Barbara Christian
Acting Regional Supervisor

19 Routine p complaint p Follow-up of DWQ inspection p o ow -up o review p Other
Date of Inspection
Facility Number
Time of Inspection F_TT-Tr_� 24 hr. (hh:mm)
E Registered p Certified p Applied for Permit p Permitted 113 Not 15Perationa Date Last Operated:
Farm Name: heel!])airy ................................................ ......................................................... County: Iredell MRO
OwnerName: LadusP................................. Bell............................................................... Phone No:&72:2057....................................................................
FacilityContact:...............................................................................Title:............................................................... Phone No: ............................... I .....................
Mailing Address: 3153,ell.Earm.RA................................................................................ Stalesnlle..NC ...................................................... 280.7.7 ..............
OnsiteRepresentative: L.P. B.& Sr'............................................................................... integrator:.......................................................................................
Certified Operator:Lucius.................................... B.ell.drr.............................................. Operator Certification Number:..................... ................
Location of Farm:
Latitude ©e ®6 ®« Longitude ®A ®6 ®66
1. Are there any buffers that need maintenance/improvement? ® Yes p No
2. Is any discharge observed from any part of the operation?
Discharge originated at: p Lagoon p Spray Field ® Other
a. If discharge is observed, was the conveyance man-made?
b. If discharge is observed, did it reach Surface Water? (If yes, notify DWQ)
c. If discharge is observed, what is the estimated flow in gal/min?
d. Does discharge bypass a lagoon system? (If yes, notify DWQ)
3. Is there evidence of past discharge from any part of the operation?
4. Were there any adverse impacts to the waters of the State other than from a discharge?
5. Does any part of the waste management system (other than lagoonsiholding ponds) require
maintenance/improvement?
6. Is facility not in compliance with any applicable setback criteria in effect at the time of design?
®Yes p No
[]Yes ® No
p Yes ® No
3
® Yes p No
Cl Yes ® No
[]Yes ® No
® Yes p No
p Yes ® No
7. Did the facility fail to have a certified operator in responsible charge?
7/25/97
p Yes ® No
Continued on back

0 - - ---- - ------ -. . ............... ..... ........ _
6. Is facility not in compliance with any applicable setback criteria in effect at the time of design? Yes ❑ No
�7. 17id the facility fail to have a certified operator in responsible charge? ❑ Yes ® No
S. Are there lagoons or storage ponds on site which need to be properly closed? ❑ Yes ®No
Structures )Mons endlor Holding Ponds)
9. Is storage capacity (freeboard plus storm storage) less than adequate? >kj Yes ❑ No
Freeboard (ft): Structure 1 Structure 2 Structure 3 Structure 4 Structure 5 Structure 6
10. is seepage observed from any of the structures? Yes ❑ No
11. Is erosion, or any other threats to the integrity of any of the structures observed? ❑ Yes ® No
12. Do any of the structures need maintenance/improvement? ® Yes ❑ No
(If any of questions 9-12 was answered yes, and the situation poses an
immediate public health or environmental threat, notify DWQ)
13. Do any of the structures lack adequate minimum or maximum liquid level markers?
19 Yes
❑ No
Waste Application All#
14. Is there physical evidence of over application?
❑ Yes
J4 No
Of in excess of WMP, or runoff entering waters of the State, notify DWQ)
15. Crop type ....X&5a..... _............ rE s � �....� ................ .» ... _.... .-.... _...r....
16. Do the receiving crops differ with those designated in the Animal Waste Management Plan (AWMP)?
❑ Yes
❑ No
17. Does the facility have a lack of adequate acreage for land application?
❑ Yes
No
18. Does the receiving crop need improvement?
❑ Yes
No -
19. Is there a lack of available waste application equipment?
❑ Yes
9 No
20. Does facility require a follow-up visit by same agency?
19 Yes
❑ No
21. Did Reviewer/Inspector fail to discuss review/inspection with on -site representative?
❑ Yes
M No
For Certified Facilities Only
22. Does the facility fail to have a copy of the Animal Waste Management Plan readily available?
❑ Yes
❑ No
23. Were any additional problems noted which cause noncompliance of the Certified AWMP?
❑ Yes
❑ No
24. Does record keeping need improvement?
❑ Yes
❑ No
Comments (refer to question t): Explain any YES answers and/or any recommendations or any other comments.
Use drawings of facility to better explain situations. (use additional pages as necessary):
1) Buffers around heavy use area need improvement
Q
2) A discharge from the main feedlot was flowing into a drainage area behind the facility. The discharge was tracked
approximately 300 yards into a wooded area. Although flow appeared negligible, it did not end at this point. It was
evident that the discharge had been occurring for some time.
3) A proper inspection of the storage pond was not possible due to vegetative growth on the side slopes. The vegetation needs
to be cut. It was evident that the pond was near capacity and needs to be pumped.
9) Determining the exact level of the waste in the storage pond was difficult due to vegetation on the storage pond.
An NOV will be issued for the discharge. Mr. Bell accepted a farm plan (not certified) by the NRCS in May of 1997.
Mr. Bell has made no observable improvements. A FOLLOW -UP INSPECTION WILL 13E PERFORMED IN THE NEAR
FUTURE.
8
t�.'rtv?C', �i �v � F e. *'"'` ro.n
Reviewer/Inspector Name E art aft H ow ° ' � .r k: _ --
Reviewer/Inspector Signature: Date:
ec. Division of Water Quality; Water Quality Section, Facilit), Assessment Unit 4/30/97

U T 2 1 190

State of North Carolina
Department of Environment,
Health and Natural Resources ` • ,
Mooresville Regional Office
James B. Hunt, Jr., Governor p E H N R
Wayne McDevitt, Secretary
DIVISION OF WATER QUALITY
September 15, 1997
Lucius P. Bell
Rt. 15 , Box 210
Statesville, NC 28677
Subject: Certification/Notice of Violations
Bell Dairy, Facility #: 49-44
Iredell County, NC
Dear Mr. Bell:
The deadline for the certified waste management plan to be implemented is December 31, 1997,
and there will be no extension of the deadline. With this in mind, this letter will touch on some of the
general components and issues that are of concern during an inspection.
As a certified, or soon to be certified, farm your files at a minimum must contain the following
information, and need to be available for review during the inspection:
Certification forms
Site diagram - showing fencing, streams, buffer zones
Waste application records/forms
Maps of acreage and irrigated fields
Waste utilization plan
Waste and soil analysis records
Emergency action plan and mortality & odor control checklist
Regarding waste application records, all information should be recorded. This includes (but is
not limited to) the field used, total minutes waste was applied (if required), the amount of waste irrigated/
hauled, the amount of nitrogen applied and the crop nitrogen balance. The crops and fields that are being
utilized for waste application must be specified in the certified waste management plan. For those
facilities that grow hay, the date when the hay is harvested should be recorded. If you feel the plan does
not allow you the flexibility you need, contact a technical specialist to have the farm plan modified.
For lagoons/storage ponds, remember that a freeboard of 12 inches plus an additional 5 - 9
inches (depending on location) for a 25 year/24 hour rain event must be maintained from the top of the
storage pond/lagoon. If there is an emergency spillway/pipe, then the level must be maintained to
compensate for a 25 yr/24 hr storm. A pumping marker must also be installed. This may be a pipe or
other structure that is already in the lagoon. Whatever the marker is, it must be prominently identified.
919 North Main Street, N%ICAn
FAX [phone]
Mooresville, North Carolina 28115 Equal Opportunity/Affirmative Action Employer
Voice 704-663-1699 50% recycled/100post-consumer paper

Page 2
The question often comes up as to what warrants a Notice of Violation (NOV). An NOV may
be issued for the following instances, among others:
a) inadequate freeboard,
b) inadequate land for waste application,
c) application on an unapproved crop/acreage,
d) discharge of waste from lagoon/facility,
e) excessive vegetation on the sideslopes of a lagoon/pond, or
f) other minor deficiencies.
Examples of a deficiency would be the waste or soil analysis forms not being up to.date or the
application records not being filled out properly.
Please note, failure to submit the certification form by December 31, 1997, does not exclude you
from the responsibility of maintaining your storage pond/lagoon levels and waste application records.
Also, please be advised that North Carolina General Statutes provide for penalties of up to $10,000 per
day per violation as well as criminal penalties for violations of state environmental laws and regulations.
If you have any questions concerning this letter, please do not hesitate to contact Mr. Alan Johnson or me
at [phone].
cc: Iredell SWCD
Facility Assessment Unit
Regional Coordinator
AJ
Sincerely,
D. ex'G'so '~
Water Quality egional Supervisor

State of North Carolina
Department of Environment,
Health and Natural Resources
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
Steve W. Tedder, Chairman December 5, 1996
Lucius P. Bell
Bell Dairy
315 Bell Farm Rd
Statesville NC 28077
Dear Mr. Bell:
ONE% 00%
1D1HHNF;Z
Subject: Operator In Charge Designation
Facility: Bell Dairy
Facility ID #: 49-44
Ixedell County
N.C. DFPT. OF
ENVIR()NMCtitT,
& NATURAL T PESO U;tCF
DEC 17 1996
DIVISION OF INVIAORMINIAI t1ANASUIEnT
MORISVItIE $EGIOTIAI OFFICE
Senate Bill 1217, An Act to Implement Recommendations of the Blue Ribbon Study Commission on
Agricultural Waste, was enacted by the North Carolina General Assembly on June 21, 1996. This bill
requires that a certified operator be designated as the Operator in Charge by January 1, 1997, for each animal
waste management system that serves 250 or more swine, 100 or more confined cattle, 75 or more horses,
1,000 or more sheep, or 30,000 or more confined poultry with a liquid animal waste management system. Our
records indicate that your facility is registered with the Division of Water Quality and meets the requirements
for designating an OIC.
A training and certification program is not yet available for animal waste management systems involving
cattle, horses, sheep, or poultry. Owners and operators of these systems will be issued temporary animal waste
management certificates by the Water Pollution Control System Operators Certification Commission
(WPCSOCC). The temporary certificates will expire December 31, 1997, and will not be renewed. To obtain
a permanent certification, you will be required to complete ten hours of training and pass an examination by
December 31, 1997. A training and certification program for operators of animal waste management systems
involving cattle, sheep, horses, and poultry is now being developed and should be available by the spring of
1997. The type of training and certification required for the operator of each system will be based on the nature
of the wastes to be treated and the treatment process(es) primarily used to treat the animal waste. - -
As the owner of an animal operation with an animal waste management system, you must designate an
Operator in Charge and must submit the enclosed designation form to the WPCSOCC. If you do not intend to
operate your animal waste management system yourself, you must designate an employee or engage a contract
operator to be the Operator in Charge. The person designated as the Operator in Charge, whether yourself or
another person, must complete the enclosed application form for temporary certification as an animal waste
management system operator. Both the designation form and the application form must be completed and
returned by December 31, 1996.
If you have questions about the new requirements for animal waste management system operators, please call
Beth Buffington or Barry Huneycutt at 91gn33-0026.
Sincerely,
FOR Steve W. Tedder
Enclosures
cc: Mooresville Regional Office
Water Quality Files
Water Pollution Control System �0 Voice 919-733-0026 FAX [phone]
Operators Certification Commission VfAn Equal Opportunity/Affirmative Action Employer
P.O. Box 29535 Raleigh, NC 27626-0535 50% recycled/10% post -consumer paper

Site Requires Immediate Attention: _
Facility No. "``%
DIVISION OF ENVIRONMENTAL MANAGEMENT
ANIMAL FEEDLOT OPERATIONS SITE VISITATION RECORD
DATE: / -Z . 1995
Farm Name/Owne
Mailing Address:
County: -Tred21I _Integrator; Phone:
On Site Representative: $u rf $e 11 I Perry Ae l r Phone: g 7d -a0S-7
Physical,Address/Location: 82 J/ r—Ar,,,
Type of Operation:Swine_Poultry _cattle ✓ Design Capacity:LNumber of Animals on Site: /av
Latitude: F0* y7 y1 Longitude:3s° V� &' Elevation: Feet
Circle Yes or No
Does the Animal Waste Lagoon have sufficient freeboard of 1 Foot + 25 year 24 hour storm event
(approximately 1 Foot + 7 inches) Y&e or No Actual Freeboard:,L—Ft. C• Inches
Was any seepage observed from the lagoon(s)? Yes oiO Was any erosion observed? Yes oo
Is adequate land available for spray? G or No Is the cover crop adequate? &or No
Crop(s) being utilized:._ Cer/) T, v4APAc�L hArPU
Does the facility meet SCS minimum setback criteria? 200 Feet from Dwellingsfe or No
100 Feet from Wells? Q or No
Is the animal waste stockpiled within 100 Feet of USGS Blue Line Stream? Yes org
Is animal waste land applied or spray irrigated within 25 Feet of a USGS Map Blue Line? Yes or8
Is animal waste discharged into waters of the state by man-made ditch, flushing system, or other
similar man-made devices? Yes or p If Yes, Please Explain.
Does the facility maintain adequate waste management records (volumes of manure, land applied,
spray irrigated on specific acreage with cover crop)? Yes or No )
Inspector Name 11-JA B � amnLv Signature e - 1 , 4
cc: Facility Assessment Unit

State of North Carolina
Department of Environment
and Natural Resources
Mooresville Regional Office
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
N
DIVISION OF WATER QUALITY
January 5, 1998
Lucius P. Bell
Rt. 15, Box 210
Statesville, NC 28677
Subject: Operator -in -Charge Certification
NCGS 90A-47.2
Bell Dairy, Facility #: 49-44
Iredell County, NC
Dear Mr. Bell:
As of January 1, 1998 all facilities must have a certified Operator -In -Charge. A review of
the database does not show this to be the case for your facility. Failure to have a Certified Operator -
in -Charge is a violation of NCGS 90A-47.2.
If you or the designated operator for the facility have not taken and passed the required exam,
an interim certified operator should be obtained. If you have already taken the exam, you may want
to contact Ms. Cindy Dudley of the Water Pollution Control System Operators Certification
Commision (WPCSOCC) at 919-73370026.
If you have any questions concerning this letter, please do not hesitate to contact Mr. Alan
Johnson or me at (704) 663-1.699.
cc: IredeIl SWCD
Regional Coordinator
AJ
SincereIy,
D. Rex Gleason, P. E. -
Water Quality Regional Supervisor
919 North Mcin Street, N%1
FAX [phone]o40
Mooresville, North Ccrollnc 281 t5 CAn Equal Opportunity/Affirmative Action Employer
Voice 704 663 1699 9p°, recyc'ed/ 10% des; -consumer paper

Per NRCS standards a 100 foot separation shall be maintained between water supply wells and any
lagoon or any wetted area of a spray field.
Please be advised that any violation of the terms and conditions specified in this COC, the General Permit
or the CAWMP may result in the revocation of this COC, or penalties in accordance with NCGS 143-
215.6A through 143-215.6C including civil penalties, criminal penalties, and injunctive relief.
If you,wish to continue the activity permitted under the General Permit after the expiration date of the
General Permit, an application for renewal must be filed at least 180 days prior to expiration.
This COC is not automatically transferable. A name/ownership change application must be submitted to
the Division prior to a name change or change in ownership.
If any parts, requirements, or limitations contained in this COC are unacceptable, you have the right to
apply for an individual permit by contacting the staff member listed below for information on this
process. Unless such a request is made within 30 days, this COC shall be final and binding.
This facility is located in a county covered by our Mooresville Regional Office. The Regional Office
Water Quality Staff may be reached at [phone]. If you need additional information concerning
this COC or the General Permit, please contact Michelle Barnett at [phone] ext. 544.
Sincerely,
zde --
v
for Alan W. Klimek, P.E.
Enclosures (General Permit AWG200000)
cc: (Certificate of Coverage only for all cc's)
Mooresville Regional Office, Water Quality Section
Iredell County Health Department
Iredell County Soil and Water Conservation District
Permit File AWC490044
NDPU Files
- 4C OF -Pt. Ur cWWRONOW
Ai#14 NATURAL R>ESWRCES
NORROVi ,LE RE( via
R E rEIV4ED
,MAY 19 2003
' r

O� W A R Michael F. Easley, Governor
p William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
j [ Alan W. Klimek, P. E., Director
O Division of Water Quality
May 1, 2003
Lucius Perry Bell, III
Bell Dairy
2901~armwood Dr.
Statesville NC 28625-8514
Subject: Certificate of Coverage No. AWC490044
Bell Dairy
Cattle Waste Collection, Treatment,
Storage and Application System
Iredell County
Dear Lucius Perry Bell, III:
On April 29, 2003, the North Carolina General Assembly ratified Senate Bill 733 which directs the
Division of Water Quality (Division) to extend the expiration date of the Cattle Waste Operation General
Permit AWG200000. Therefore, the General Pen -nit has been re -issued by the Division to extend the
expiration date to October 1, 2004. During the period of this extension the Division will be working with
all interested parties on the development of a new version of the Non -Discharge General Permit.
In accordance with your application received on March 10, 2003 and in accordance with the directive of
Senate Bill 733, we are hereby forwarding to you this Certificate of Coverage (COC) issued to Lucius
Perry Bell, III, authorizing the operation of the subject animal waste collection, treatment, storage and
land application system in accordance with General Permit AWG200000. The issuance of this COC
supercedes and terminates your previous COC Number AWC490044 which expired on April 30, 2003.
This approval shall consist of the operation of this system including, but not limited to, the management
of animal waste from the Bell Dairy, located in Iredell County, with an -animal capacity of no greater than
an annual average of 205 Dairy cattle and the application to land as specified in the facility's Certified
Animal Waste Management Plan (CAWMP).
The COC shall be effective from the date of issuance until October 1, 2004.. Pursuant to this COC, you
are authorized and required to operate the system in conformity with the conditions and limitations as
specified in the General Permit, the facility's CAWMP, and this COC. An adequate system for collecting
and maintaining the required monitoring data and operational information must be established for this
facility. Any increase in waste production greater than the certified design capacity or increase in number
of animals authorized by this COC (as provided above) will require a modification to the CAWMP and
this COC and must be completed prior to actual increase in either wastewater flow or number of animals.
If your Waste Utilization Plan has been developed based on site specific information, careful evaluation
of future samples is necessary. Should your records show that the current Waste Utilization Plan is
inaccurate you will need to have a new Waste Utilization Plan developed.
The issuance of this COC does not excuse the Permittee from the obligation to comply with all applicable
laws, rules, standards, and ordinances (local, state, and federal), nor does issuance of a COC to operate
under this permit convey any property rights in either real or personal property.
Upon abandonment or depopulation for a period of four years or more, the Permittee must submit
documentation to the Division demonstrating that all current NRCS standards are met prior to restocking
of the facility. ��w
OCR
R
Non -Discharge Permitting Unit
1617 Mail Service Center, Raleigh, NC 27699-1617
Customer Service Center
An Equal Opportunity Action Employer
Internet httpJlh2o.enr.state.nc.us/ndpu
Telephone [phone] Fax [phone]
Telephone [phone]
50% recycled/10% post -consumer paper

rProducer: L. Perry Bell, III
Location: Statesville, NC
Telephone: [phone]
Type Operation: Dairy
Number of Animals: 180
(Design Capacity)
Storage Structure(s): Waste Storage Ponds (2) __ T
Application Method(s):Irrigation
The waste from your animal facility must be land applied at a specified rate to prevent pollution
of surface water and/or groundwater. The plant nutrients in the animal waste should be used to
reduce the amount of commercial fertilizer required for the crops in the fields where the waste is
to be applied.
This waste utilization plan uses infiltration as the limiting factor when applying wastewater.
Nitrogen is the limiting nutrient. You must have the animal waste analyzed to determine nutrient
content as close to the time of application as practical and at least within 60 days of the date of
{ application before each application cycle. Soil nutrients in all fields where waste will be applied
must be analyzed at least annually so that all plant nutrients can be balanced for realistic yields
of the crop to be grown. Soil test and waste analysis records shall be kept for five (5) years.
Several factors are important in implementing your waste utilization plan in order to maximize
the fertilizer value of the waste and to ensure that it is applied in an environmentally safe
manner:
1. Always apply waste based on the needs of the crop to be grown and the nutrient
content of the waste. Do not apply more nitrogen than the crop can utilize. Lime
must be applied to application fields as recommended by soil test to maintain the
plant uptake of nutrients.
2. Soil types are important as they have different infiltration rates, leaching potentials,
cation exchange capacities, and available water holding capacities.

3. Normally waste shall not be applied to land eroding at greater than 5 tons per acre
per year. With special precautions, (see Required Specification No_ 4) waste.may
be applied to land eroding at up to 10 tons per acre per year.
4. Do not apply waste on saturated soils, when it is raining, or when the surface is
frozen. Either of these conditions may result in runoff to surface waters which is
a violation of the North Carolina Division of Water Quality (NCDWQ) .0200
regulations.
5. Wind conditions at the time of field application of waste should also be considered
to avoid drift and downwind odor problems.
6. To maximize the value of nutrients for crop production and to reduce the potential
for pollution, the waste should be applied to a growing crop. Otherwise apply
waste no earlier than 30 days prior to planting a crop or prior to forages breaking
dormancy. Injecting or otherwise incorporating the waste below the soil surface
will conserve nutrients and reduce odor problems.
7. Zinc and copper levels in the soils in all fields where waste is applied shall be
monitored and alternative application fields shall be used when these metals
approach excess levels.
This plan is based on waste application by Irrigation for this is the manner in which you have
chosen to apply your waste. If you choose to alter the method(s) of application in the future, you
need to revise this plan. Nutrient levels for various waste application methods are not the same.
The estimated acres needed to apply the animal waste are based on typical nutrient content for
Dairy systems in North Carolina. Actual acreage requirements shall be based on waste analysis
reports from storage structures in your waste management system. Attached you will find
information on proper sampling techniques, preparation, and transfer of waste samples to the lab
for analysis.
Your Waste Storage Ponds is designed for 180 days of temporary storage and the temporary
storage must be removed on the average of once every _SIX _MONTHS. If your facility is
unroofed, in no instance should the volume of waste being stored in your structure be higher than
the maximum storage marker except in the event of a 25 year, 24 hour storm.
9

Call your technical specialist after you receive the waste analysis report for assistance in
determining the amount per acre to apply and the proper application rate prior to applying the
waste.
The waste management system which is covered by this waste utilization plan shall be operated
only by persons which hold a valid certificate as an operator in charge of an animal waste
management system. The North Carolina Water Quality Commission will provide training and
certification of operators.
This waste utilization plan, if carried out, meets the requirements for compliance with 15A
NCAC 2H .0217 (the .0200 rules) adopted by the Water Quality Commission.
I0

1
Call your technical specialist after you receive the waste analysis report for assistance in
determining the amount per acre to apply and the proper application rate prior to applying the
waste.
The waste management system which is covered by this waste utilization plan shall be operated
only by persons which hold a valid certificate as an operator in charge of an animal waste
management system. The North Carolina Water Quality Commission will provide training and
certification of operators.
This waste utilization plan, if carried out, meets the requirements for compliance with 1 SA
NCAC 2H .0217 (the .0200 rules) adopted by the Water Quality Commission.
10

ESTIMATE OF PLANT AVAILABLE NITROGEN
FROM hI WASTE
Amount of Waste Produced Per Year (WSP#1)
180 animals X 10 gallons of waste/1000 lb. cow/day
X 365 days X 43% confin.
= 282,510 gallons of waste per year
180 animals X 7 gallons of excess water/animal/day X 365 days
=459,900 gallons of excess water per year
t
282,510 gallons of waste/year + 459,900 gallons of excess water/year
= 742,410 Total gallons of waste water per year
27,154 gallons/acre inch
= 27.3 acre inches per year.
STORAGE DAYS OF WSP#1
4
742,410/yr - 99,252 cuft/yr
7.48 gal/cuft
36,157 cuft (storage volume of WSP#1). = 0.36 year storage
99,252 cuft/yr produced
+. 0.36 yr X 12 mos/yr = 4.7

l
(W3P#1 continued)
Amount of Plant Available Nitrogen (PAN) Produced Per Year
243 1Total N lbs. per acre inch X 27.3 acre inches per year
=6,6334 lbs. PAN/year.
Amount of Waste Produced Per Year (W3P#2)
Normal Runoff (paved lots,roofs,driveways):
4.6 acres = approx. 1,216,666 gallons/6 mos. X 2 storage periods/year
r = 2,433,332 Total gallons of waste water per year
27,154 gallons/acre inch
= 89.6 acre inches per year.
29 2Total N lbs. per acre inch
Amount of Plant Available Nitrogen (PAN) Produced Per Year
89.6;acre inches per year X 29 lbs. PAN/acre inch of waste water
= 2,598 lbs. PAN/year.
From Waste Analysis Report of similar conditions.

ESTIMATE OF PLANT AVAILABLE NITROGEN
FROM SOLID WASTE
Amount of Waste Produced Per Year
25 animals X 23 lbs. of waste/animal/day X 365days
209,875 lbs of waste per year
209,875 lbs. of waste per year / 2000
= __405 tons of waste per year
10 *Total N lbs. per ton X .43 (Plant nutrient availability
coefficient for appropriate
application method)
4.3 The Plant Available Nitrogen
Amount of Plant Available Nitrogen (PAN) Produced Per Year
105 tons of waste,X 4.3 lbs. PAN/ton of waste
v
s 452 lbs. PAN / year
*USDA NACS Tech. Oulde Section IV, 33-9

Total animal waste and waste water volume generated in
one year is approximately 21969,517 gallons or 116.9
acre inches.
9,232 Total from Liquid Waste
452 Total from Solid Waste
9,684 Total lbs. PAN per year
Applying the above amount of waste as calculated above is a big job. You should plan time and have
appropriate equipment to apply the waste in a timely manner.
'Values used above are based on analysis of waste from similar livestock
operations in North Carolina (source: USDA -MRCS FOTG Practice Standard
633-Waste Utilization). Actual nutrient content of the waste from this system
may vary from these values. Waste analysis should be made of the actual
waste as soon as possible after significant waste accumulates in the storage
structures).
The applicator is cautioned that P and %may be over applied while
greeting the N requirements. In the future, regulations may require
farmers in some parts of North Carolina to have a nutrient management
Ilan that addresses all nutrients. This plan only addresses nitrogen.
14

Sludge accumulation should not be a factor using the existing Waste Storage Ponds, provided
thorough agitation is accomplished before and during each pump -out and provided they are
periodically emptied of all waste. Should sludge accumulations occur, the sludge must be analyzed
for nutrient levels prior to spreading.
The irrigation application rate should not exceed the infiltration rate of the soil at the time of irrigation
such that runoff or ponding occurs. Initial soil moisture content, soil structure, soil texture, water
droplet size, and organic solids Iimit this rate. The application amount should not exceed the available
water holding capacity of the soil at the time of irrigation nor should the plant available nitrogen applied
exceed the nitrogen needs of the crop.
It is the responsibility of the producer and irrigation designer to ensure that an irrigation system is
installed to properly irrigate the acres shown in tables 1 through 3. Failure to apply the recommended
rates and amounts of nitrogen shown in the tables may make this plan invalid.
Caution must be exercised in grazing or haying forage plants under stress condition. Nitrate poisoning
may occur in livestock. Sampling forage or hay for nitrate levels is recommended.
15

WASTE APPLICATION TABLES
The crop fields shown in the Waste Application Tables that follow are available for waste application. It
will not be necessary and may not be desirable to apply waste to each of these fields in any given year.
The Lbs. of Nitrogen Per Acre shown in the tables are estimated annual nitrogen (l) requirements of the
crop to be grown based on the potential productivity of the soil and assuming no double cropping.
The Recommended Lbs. of N to be Applied per acre indicates the Nitrogen that can be reasonably
applied to the crop and used by the crop in a timely manner using animal waste alone. It will not be
practical to meet all the nutrient needs of some crops with animal waste. Supplemental applications of
commercial fertilizer may be required during the growing season in order to meet all crop nutrient
needs. It is assumed that for certain row crops only a fraction of the total annual nitrogen requirement
can be applied using animal waste.
The landowner shall record the actual waste application volume made on each field on the Department
of Water Quality Waste Application Record Form.
C The following legend explains the crop codes used in the field application tables:
NITROGEN
CROP
CROP
PRODUCT'N
REQUIREM'T
CODE
UNITS
LBS./UNIT
16

The following legend explains•the soil codes which represent the specific soil types that are found in the
fields which are available for animal waste application:
SOIL
SOIL
COMMENTS REGARDING SUITABILITY
CODE
TYPE
OF SOILS FOR WASTE APPLICATION
AsB2
Appling sandy loam
2-6% slo es,eroded)
AsC2
Appling sandy loam
(6-10% slo es,eroded)
CfB2
Cecil fine sandy loam
(2-6% slo es,eroded)
CfC2
Cecil fine sandy loam
(6-10% slo es,eroded)
Cw
Chewacla
Subject to frequent flooding,
avoid during wet seasons
17

=
_
r w ��
x U'T I ON ANC - - ASTE IL ZATI YPL
i�
��.'�° � �. '�'<'-
- "3s �
:. a e F.-"< s _ �r i < -Fcs a... .� :?. .�,t- a �' wi✓ ,�.. � x`s .s �. �' t« v �. v -r+ ir.�`�- �_ ?'.�`. e �'ry s 1� z-:�_-� ^.c- R. - r _
- `i a � tee,,.. t � '` t� �_ �-• - ...� F. Y 9 " �' - Zs �, e -'T 'I"'
3
. -
F u.�s- i�
i..:Li-r6�
�- _ r.;r �4 � -- ,F� x
� � Y r i+
�._c. ��' 6 �. .cam 4'C�y.......i_�s �•Yex {•; •�•�.fc. ��.-�.: �i .: 1.1 +....s v.���57-.?Y"-' z y� - �. ':�y�� �. � _r'c..�ayf�e: t
-
W_..� d%F��.�G�i'...:r.��..ir>-
...~�`�:�� r ..J.:+.F.%�S-a�....LwJx:�.� ...Yr�i..:rw.h:..✓M' �t4. .iW:r:-.�...-.�.-..
�—�.,-...., nt .�Zi 1' .G. .:I..k
Table la: WASTE APPLICATION FIELDS OWNED BY PRODUCER
WSP #I & WSP #2 - Cycle 1
Recommended, Recommended
Lbs. N -Lbs. N
Soil Realistic Lbs. N Lbs. N to be to be
Hydr. Pull Field
Type Crop Anticipated Wetted Required Required Applied Applied
No. No. No.
Code Codd Yield/ac Acresl Per Ac. Per pl. Per Act Per PI
4143
1
A
6&8
LmB2
CS
17
7.42
141*
1,046
141
1,046
4143
1
B
8
LmB2
CS
17
7.16
141*
1,009
141
1,009
4143
1
C
8
LmB2
CS
17
3.86
141 *
544
141
544
4164
1
D
10
CfC2
CS
17
5.16
201
1,037
201
1,037
4144
2
A
3
CfC2
CS
17
5.46
201
1,097
201
1,097
4144
2
B
3
CfC2
CS
17
4.86
201
977
201
977
4144
3
7
AsC2
CS
19
6.13
224
1,373
224
1,373
4144
5
8
AM
CS
19
2.76
224
618
224
618
4144
6
8
AM
CS
19
4.48
224
1,004
224
1,004
4144
7
8
AsB2
CS
19
5.12
224
1,147
224
1,147
4144
8
5
AM
CS
19
6.45
224
1,445
224
1,445
4144
9
A
5
AM
CS
19
4.90
224
1,098
224
1',098
41441
9
B
5
As132
CS
19
2.11
224
473
224
473
TOTALS
THIS TABLE:
65.87
. 12,868
1
12,868
1 The wetted acreage represents the total acreage of the field under the guns. Actual total acres in the fields listed may, and most likely will be, more than the acres shown in the
tables.
2 This N is from animal waste only. If nutrients from other sources such as commercial fertilizer are applied, they must be accounted for. N must be based on realistic yield
expectation._ Figures indicate what could be applied, refer to the rates as indicated_ on pare 20 "Narrative of Operation n for actual amounts that could be put out by -gun.
It is not necessary to apply waste to every field.
3 Time of application for: CS -- Mar -Jul, HGL&WG - Feb -May & Sep -Nov *60 lb reduction due to N carry-over from crimson clover
18 10/26/01

WASTE UTILIZATION: PLAN
�
1 �
_ K 3
1- " -
.'•...« - !.a'..+gg� � .F �S ¢ � .A S _ '� S>� �_?i �..:a. �
.. -
> iL GS# �' d i' z..Uaa ra_ _.i^ ' 3� .za :«fin - �` ,•,i "
Y �?'' 5...'1' K.. '� .:��t.. - :yv -. • P,
'..vj-
_ .F use
-ate.,' A•..:•
,.: ,.
c .a+.� .xs -`y..i Ate°_.. zf",�...Yt es x3�' , i..�r Y" .R -
.Y
w«.� iAx'...�•�... 'T§ �,
S r. -y, '.�s_' 4
� [ _�
Table l b:
WASTE APPLICATION FIELDS OWNED BY PRODUCER
WSP #I - Cycle 2
Recommended
Recommended
Lbs. N
Lbs. N
soil
Realistic Lbs. N
Lbs. N to be
to be
Trt. Hydr. Pull Field Type
Crop Anticipated Wetted Required
Required Applied
Applied
No. No. No. No. Code
Code3 Yield/ac Acresl Per Ac.
Per pl. Per Act
Per P1
4143
1
A
6&8
LmB2
HGL
3.5
7.42
70
519
70
519
4143
1
B
8
LmB2
HGL
3.5
7.16
70
501
70
501
4143
1
C
8
LmB2
HGL
3.5
3.86
70
270
70
270
4164
1
D
10
CfC2
WG
35
5.16
81
418
81
418
4144
2
A
3
CfC2
WG
35
5.46
81
442
81
442
4144
2
B
3
CfC2
WG
35
4.86
81
394
81
394
4144
3
7
AsC2
WG
45
6.13
104
638
104
638
4144
5
8
AsB2
WG
45
2.76
104
287
104
287
4144
6
8
AsB2
WG
45
' 4.48
104
466
104
466
4144
7
8
AsB2
WG
45
5.12
104
533
104
533
4144
8
5
AsB2
WG
45
6.45
104
671
104
671
4144
9
A
5
AsB2
WG
45
4.90
104
510
104
510
41441
9
1 B
1 S
1 . AsB2
WG
45
2.11
104
219
104
219
TOTALS THIS TABLE:
65.87
5,868
5,868
1 The wetted acreage represents the total acreage of the field under the guns. Actual total acres in the fields listed may, and most likely will be, more than the acres shown in the
tables.
2 This N is from animal waste only. If nutrients from other sources such as commercial fertilizer are applied, they must be accounted for. N must be based on realistic yield
expectation.. Figures indicate what could be applied,refer to the rates as indicated on page 20 "Narrative of Operation" for actual amounts that could 6e put out by gun.
It is not necessary to apply waste to every field.
3 Time of application for: CS - Mar -Jul, HGL&WG - Feb -May & Sep -Nov
19 10/25/01

- , x ' ' :WASTE .UTILIZATION PLAN
'� , � a...� �:. t -y?i ..cfd "� < fi i r i,.. ~ � d �4-u? $ �_^�-a•�-�' a,� , ": : . a 9 'ry _�aa 1' �.
Table 2: WASTE APPLICATION FIELDS OWNED BY PRODUCER
Recommended Recommended
Lbs. N Lbs. N
Soil Realistic Lbs. N Lbs. N to be to be
Tract Field Type Crop Anticipated Applied Required Required Applied Applied
No. No. Code Code3 Yield/ac Acresl Per Ac. Per Fld. PerAc.2 Per Fld
4144
1 6
1 Cw
I CS
22
7.3
242
1, 767
242
1,767
TOTALS THIS TABLE:
7.3
. 1,767
1,767
J The acreage represents the total acreage of the field minus the needed buffers. Actual total acres in the fields listed on photo may, and most
likely will be, more than the acres shown in the tables.
2 This N is from animal waste only. If nutrients from other sources such as commercial fertilizer are applied, they must be accounted for. N-
must be based on realistic yield expectation.
3 Time of application for: CS - Mar -Jul, HGL&WG - Feb -May & Sep -Nov,
20 10/25/01

Table 3 presents a summary of all nitrogen requirements and the total nitrogen to be applied using
animal waste for all fields which are available for waste application.
TABLE 3: SUMMARY OF WASTE APPLICATION
FROM TABLE 1 a
FROM TABLE I
FROM TABLE 2
TOTALS
Acres
Useable
TOTAL CROP
NITROGEN
REQUIREMENT
IN POUNDS
RECOMMENDED
LBS. N TO
BE APPLIED
USING WASTE
SUPPLEMENTAL
OR RESIDUAL
LBS. OF N
REQUIRED
65.87
12,868
12,868
0
65.87
5,868
5,868
0
7.3
1,767
1,767
0
139.04
20,503
21,610
0
AMOUNT OF N PRODUCED 9,684
81-;-R—Pluls 0- R DEFICIT 10,819
This summary indicates that only about 47 percent of the total annual nitrogen requirements can be
provided for the crops as listed for the fields available using animal waste produced on this livestock
operation.
21 10/25/01

NARRATIVE OF OPERATION
The total amount of waste and waste water produced per year in both WSP#1 and WSP#2 is
2,969,517 gals. or 116.9 acre inches with 9,232 lbs.N. WSP#I has a calculated storage period of 141
days. WSP#2 has designed storage period of 180 days. Therefore, WSP#1 will need to be pumped
at least every 4.7 mos. And WSP#2 will need to be pumped at least every six (6) months. WSP#2
will be better managed if multiple applications are made to the same area. This can be done due to
the low nutrient content. (See details below for further explanations)
Another option is to pump out of WSP#1 to lower it about half way or more and then to refill it with
the runoff water out of WSP#2. This will provide the benefits of better agitation and cleaning out of
WSP#1 and when properly agitated will contain more nutrients for the crops than WSP#2 would
have if used alone.
IThe amount of waste and parlor water contained in WSP#1 is 270,454 gallons or 9.9 acre inches
with 2,406 lbs.N per storage period.
The amount of polluted runoff contained in WSP#2 is 2,433,332 gallons or 89.6 acre inches with
2,598 lbs.N per storage period.
These figures do not take in the amount of time to agitate (which must be done thoroughly) and set
ip equipment. This extra amount of time needs to be figured in the management operation of the
Wry to satisfactorily handle all waste produced.
The waste from the calves will be collected and hauled approx. every six months. The waste from
the calves will be applied to field 6. This field is not accessible with the irrigation system. The
Iwaste could also be applied to the odd areas of the irrigated fields. These areas are also not
accessible to the irrigation system.
The limiting factor, which is the concern with the operation of these waste storage ponds, is the
infiltration rate.
Caution should be taken when making multiple applications to prevent runoff.
The actual application times could be adjusted to better
coincide with the production stage of the crop.
22

r
-
H� WAS
UTILIZATION PLAN £ 1 a l 4
r.,,
rT ? e U_��`I it QK LLY�i y I R iP♦ gj'� - i ��
1
MAP SHOWING THE FIELDS TO BE USED FOR THE UTILIZATION
OF WASTE.
'�' �s f'`' J i' i3try, 1 1�.q
tj. •a�' t�7' a
iz.arWks "`�.'+Q5 ?r1J + yyr ray
�a
rl4r,
Y' 9„�.. I J9t•., r ii {7: Fq� `�J3 �CoFR37
OVA
t P � �,u ec-s<ts + 1�.'`�•
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ute;��-'.ati
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�TTv�.L?�1�
'c � ". ya r....•1 a 4: F. t �.1'.'�,.
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g�u4',•l
x...• { s 'yA d•atxf�.Sr '� y r a'-=t 3v,} z F,. p f rr, S F.`..
`I/ �. 1i�1��'d �}I�f+�, LI - � Y. � ��yyyytr' ^'{j, ���'r. ,p.,ic���I Yi ,�" �`����not ,� ,r.,z• ���'
�•' c(+y�Pa. ',� 3Ft r iF> "� IN c 1 f rr f of
p'�•. i � • :ems � F *r-.�_ : �� r�!_�?x;�..1� " .��MSdJ�'lt��`� Y�I�" l,�,� tY p t� . i �f,��'r,'ri/-�'�e
NIP, I
FIN
i
jj
�'i `�•! ■ 7'�Mi.m' + 'r+s'��'+ .4� �`i •it�eLF�t�kA � rr1ggF�,��t ,i 1, .+ +,z� .'�.'.�
•Y �
23

. � ! a,pl '.,Try! �_ ,�IiwiF "� _ ►wi `6 ,�� �� 4 � FL�" 1 r �'�+� �? �'•r .i
.,r 4�f 3_ A` ;'+' s H,�i N �"t( "r:7�,.c^'1 . f- � 1,_ y����,��'�j• k� • i" • t
A'71 �» �� ,�• � ♦ sr�,, �a .' �/ - t ! i �ni��':lJy'� ',s�, s
i • ��''y��l�i �1 •',;"�►''„ . �1 ��i+[:iy, s'� t.B�7 � Iw �fs ,._L..
,t i'J 'rxJ �7" 14y� '� Y ti ,,4y ��',�,'A f'�! + �7 � a t'���� 1�"'^E.+r' •!� ,;'��f-} ��'S'
• „Ty, F ��>q�.yW°'� ••i•ti�� ram' I"� �i
7 f• Jqr -�.� I
� • �' f 1 . t :.yy�• �r z k'�d yag,+ � ►�tl' = I t: h �'l�
10
� ':�ry,s r� �� � �• &'t�� �F �'S1 � y+f � p�.�tia ,Ft ��"�� i1 ti. yr.
�S � Sri, � •� ,,,,�/l,�ir�" .`F}1y"' • f t'i �+'`� � :'.�•,. � " '*WF' 'z j�
Ir4l�.r,I r��'>'s� �,�.a�/Yr• � I,F `e'.'r ,a 'e ', f ✓ � � .��A,i.�, � a'a' rt
l?�: , iti'�'�'if a' \may ti ' r. w f • S. � . I ' i a1�.
Al
v.� j �±�, ` S. tkr r.,« I r 1 •s.,�.1 s J.
'�tiC � ':q � •� � `}T� z 1` �r 47 it-/r.• M
IF—it
y A � •1 �,�',\ .� �,�-- 1' �� � R� ' � '. � s �.. ..
' W` ��� � f�f F 'V � `SSA i�• �{ i � I •"
el
a r}� ',�af�' � � �� �"ti � � •'�1y i �•'� r yyl,�s. °I_ .4�'�"�,
'y i-��? A .�i.. : r4� '1 y it ,'fir �;'I'a• 3 - `�rR,f• �< L t��'� eiza.l� ,j} �,��c �.• � r
\t Vi
!r ,G, lZf i ..{. ,.4 rn„ � "i �. �i ,' i 2 -+l �a' "lT �u_ •.-'lr �.r �.
Aj

r-�
L
Application of Waste By Irrigation
Using a Traveling Gun
Field No.
Tract No.
Soil Type
Crop
Max.
Application
Rate (in/hr)
Application
Amount
(inches)
Travel
Speed
(ft/min)
3 -
4144
CfC2
CS/WG
.35
.75
5
5
4144
CfB2
CSIWG
.35
.75
5
7a
4144
AsC2
CS/WG
.35
.75
5
8
4144
AsB2
CS/WG
.35
.75
5
9
41"
AM
CS/WG
.35
.75
5
Application of Solid Waste
Field No.
Tract No.
Soil Type
Crop I
Max.
Application
Application
Amount
Rate (tn/ac)
(ton)
6
4144
Cw
CS/WG
23
163
25

M�.H:t7p 1� a € � R �� ,� ''�� ,��s�;�' ��? �.�?' it ,�€�
REQUIRED SPECIFICATIONS
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 which reaches surface water is prohibited.
Illegal discharges are subject to the assessment of civil penalties of $10,000 per day
by the Division of Water Quality for every day the discharge continues.
2. The Field Office must have documentation in the design folder that the producer either
owns or has a notarized long term 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 waste, he/she shall provide NRCS with a copy of a notarized agreement
(sample enclosed) with a landowner who is within a reasonable proximity, allowing
him/her the use of the land for waste application for the life expectancy of the
production facility. It is the responsibility of the owner of the facility to secure an
update of the Waste Utilization Plan when there is a change in the operation, increase
in the number of animals, method of utilization, or available land.
3. Animal waste shall be applied to meet, but not exceed, the'Nitrogen needs for -realistic
crop yields based on soil type, available moisture, historical data, climate conditions,
and level of management, unless there are regulations that restrict the rate of
application for other nutrients. Actual yields may be used in lieu.of realistic yield
tables at the discretion of the planner.
4. Animal waste shall be applied to land eroding less than 5 tons per acre per year.
Animal waste may be applied to land that has a Resource Management System
(RMS) or an Alternative Conservation System (ACS). If a RMS or ACS is used the
soil loss shall be no greater than 10 tons per acre per year and appropriate filter strips
will be used where runoff leaves the field. These filter strips will be in addition to
"Buffers" required by DWQ.
5. Odors can be reduced by injecting the waste or disking after waste application. Waste
should not be applied when the wind is blowing or any other condition exists which
may cause a danger of drift from the irrigation field.
6. When animal waste is to be applied on acres subject to flooding, it will be soil
incorporated on conventionally tilled cropland. When applied. to conservation tilled
crops or grassland, the waste may be broadcast provided the application does not
occur during a season prone to flooding.
26
t"

M
.REQUIRED SPECIFICATIONS
C 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 conditions conducive to odor or flies and provide uniformity of application.
8. Animal waste shall not be applied to saturated soils, during rainfall events, or when
the surface is frozen.
9. Animal waste shall be applied on actively growing crops in such a manner that the
crop is not damaged by burning or smothering of the plant. This is an important
consideration where swine, poultry or other ammonia rich waste is being surface
applied. Surface broadcast solids or slurries may damage crops if leaf surfaces are
matted. Generally waste should be applied such that no more than 20 to 25 percent of
the leaf area is covered. This should not normally be a concern where diluted, low
nutrient waste is irrigated or surface broadcast from a liquids holding structure.
Where crops are severely damaged due to waste application, the plants cannot
assimilate. the nutrients and discharge of pollutants to surface waters is likely to occur.
The potential for salt damage from animal waste should also be considered.
10. Waste nutrients shall not be applied in fall or winter for spring planted crops. on soils
with a high potential for leaching. Waste nutrient loading rates on these soils should
be held to a minimum and a suitable winter cover crop planted to take up released
nutrients. On soils with a high potential for leaching, multiple application at lower
rates should be used. To maximize the value of nutrients for crop production &
reduce the potential far pollution, the waste shall not be applied more than 30 days
prior to planting of the crop on bare soil, or forages breaking dormancy. Injecting the
waste or disking will conserve nutrients.
l L 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 Ieast 50 feet from any
residential property boundary and from any perennial stream or river (other than an
irrigation ditch or canal). Animal waste (other than swine waste from facilities sited
on or after October 1, 1995,) shall not be applied closer than 25 feet to surface water.
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.
27

REQUIRED SPECIFICATIONS
14. Waste shall be applied in a manner not to reach other property and public right-of-
ways.
15. Animal waste shall not be discharged into surface waters, drainageways or wetlands
by a discharge or by over -spraying. Animal waste may be applied to prior converted
wetlands provided they have been approved as a land application site by a "technical
specialist". Animal waste shall not be applied on grassed waterways which discharge
directly into water courses. If animal waste is to be applied on other grassed
waterways, waste shall be applied at agronomic rates and in a manner that causes no
runoff or drift from the site.
16. Domestic and industrial waste from washdown facilities, showers, toilets, sinks, etc.,
shall not be discharged into the animal waste management system.
17. A protective cover of appropriate vegetation will be established on all disturbed areas
(lagoon/holding pond embankments, berms, pipe runs, etc.). If needed, special
vegetation shall be provided for these areas and shall be fenced, as necessary, to
protect the vegetation. Vegetation such as trees, shrubs, and other woody species,
etc. are limited to areas where considered appropriate. Lagooniholding pond areas
should be kept mowed and accessible. Lagoon/holding pond 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 an "approved 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 preplant with no further applications of
animal waste during the crop season.
21. Highly visible permanent 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.
28

REQUIRED SPECIFICATIONS
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 element. Zinc and copper levels in the soils shall be monitored and
alternative crop sites shall be used when these metals approach excessive levels. Soil
pH shall be adjusted for optimum crop production and maintained. Soil and waste
analysis records shall be kept for five (5) years. Poultry dry waste application records
shall be maintained for three (3) years. Waste application records for'all other waste
shall be maintained for five (5) years.
23. Dead animals will be disposed of in a manner that meets NC regulations. North
Carolina General Statute 106-403 requires that dead animals be disposed of within 24
hours in a manner approved by the state veterinarian.
29

WASEi R i 3 kc0 �'flpE77A u' �T i x "
.,..�.R"��''_.•" +. 't�h, `. +�;.:;.�F
WASTE UTILIZATION PLAN AGREEMENT
Name of Farm: Bell Dairy
Owner/Manager Agreement
I (we) understand and will follow and implement the specifications and the operation and
maintenance procedures established in the approved animal waste utilization plan for the farm
named above. I (we) know that any expansion to the existing design capacity of the waste treatment
and storage system or construction of new facilities will require a new certification to be submitted
to the North Carolina Division of Water Quality (NCDWQ) before the new animals are stocked. I
(we) also understand that there must be no discharge of animal waste from this system to surface
waters of the state from a storm event less severe than the 25-year, 24-hour storm. The approved
plan will be filed on -site at the farm office and at the office of the local Soil and Water Conservation
District and will be available for review by NCDWQ upon request.
I (we) understand that I (we) must own or have access to irrigation or other equipment, to Iand apply
the animal waste described in this Waste Utilization Plan. The equipment must be available at the
appropriate time such that no discharge occurs from the lagoon, holding pond, tank, or other
unroofed storage structure in a 25 year, 24 hour storm event. I (we) also certify that the waste will
be applied on the land according to this plan at the appropriate times and at rates that no run-off
occurs.
Name of Facility Owner: L. Perry Bell, III
(Please print)
Signature: Date: — S
Name of Manager(If different from owner):
Signature: Date:
Name of Technical Specialist: (Please print) John T. Stevenson
Affiliation: Iredell Soil and Water Conservation District
Address (Agency): 201 Water Street
Statesville, NC 28677
873-6761
Signature: (/Z i - ,Ccx-�✓j"`-� Date:
30

CONSTRUCTION SPECIFICATION
FOR
WASTE TREATMENT LAGOONS (359)
WASTE STORAGE PONDS (425)
Foundation preparation
The foundation area shall be cleared of trees, logs, stumps, roots, brush, boulders, sod and
rubbish. The topsoil and sod are to be stockpiled. After stripping, the foundation area will be
prepared to assure a bond with the fill by removing loose dry material, scarifying, disking,
adjusting water content, and compacting as necessary.
Cutoff trench
A cutoff trench under the embankment area shall be constructed when shown on the
construction drawing. Final depth of cutoff trench shall be determined by observation of the
foundation materials. Sand, gravel, and other more permeable materials shall be removed to
prevent leakage under the embankment.
Excavation
The completed excavation for the storage area shall conform to the lines, grades, and
elevations shown on the plans or as staked in the field.
Fill placement
The material placed in the fill shall be free of detrimental amounts of sod, roots, frozen soil,
stones over 6 inches in diameter, and 'other objectionable material. To the extent they are
suitable, excavated materials are to be used as fill. The distribution and gradation of materials
shall be such that there will be no lenses, pockets, streaks, or layers of material differing
substantially in texture or graduation from the surrounding material.
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 two passes of standard tamping roller,
or other equivalent method approved by the engineer. Compaction will be considered
adequate when fill material is observed to consolidate to the point that settlement is,not readily
detectable.
Placement of topsoil
Available topsoil should be placed on the top and the exposed slopes of the lagoon
embankment.
I

Bell Dairy
L. Pery Bell, III
Iredeo Cowly, NC
DAIRY WASTE IRRIGATION SYSTEM
For 110 Dairy Caw Herd
OPERATION AND
MAINTENANCE
PLAN
PREPARED BY GRArMAC DISTRIBUTING COMPANY
IN COOPERATION WITH
IREDELL SOIL AND WATER CONSERVATION DISTRICT
USDA -NATURAL RESOURCES CONSERVATION SERVICE
N.C. DIVISION OF SOIL AND WATER CONSERVATION
MARCH 1997

G RA -MAC DISTRIBUTING COMPANY.
Design — Sales -- Service
COMPLETE IRRIGATION SYSTEMS
fELEPHONE:ADVANCE EXCHANGE
1910) 998-3232
19101 998.3800
NC TOLL FREE 1.800.422.3560
Specifications Sheet
Perry Bell Farm
2310 NC HWY. 801 N
MOCKSVILLE, N. C. 27028
1. Acres under traveler coverage ± 63 acres.
2. Traveler is a Long Engine Drive with 850' of 4.5" ID PE hose and a Nelson
P200 gun with a 1.05 taper bore nozzle.
3. Nelson P260 gun performance with a 1.05" taper bore nozzle is 270 GPM,
360' diameter at 70 PSI.
4. Travel lane spacing is ± 250'.
5. Friction loss in 850' of 4.5" ID PE hose at 270 GPM is 9 PSI.
6. Friction loss in 6" PR200 PVC pipe at 270 GPM is .23/1001.
7. Liquid velocity in 6" PR200 PVC pipe at 270 GPM is 3.12 Ft./Sec.
8. Maximum system pressure for 6" SDR21 PR200 PVC pipe is 144 PSI.
9. Pressure requirements are as follows:
Gun 70 PSI
850' of 4.5" ID PE hose 9 PSI
3800' of 6" PR200 PVC pipe 9 PSI
Elevation f 15' 7 PSI
Miscellaneous 5 PSI
100 PSI
231 Head Feet
10. Application Rate is as follows:
96.3 X GPM X 360
3.1 .9 x Radius ARC
96.3 X 270 _ 26001 _ .32 360 1.09
3.14(.9 x 180 2 T2 +Z 300
.32 x 1.09 = .35 In/Hr

GRA-MAC DISTRIBUTING COMPANY
Design — Sales — Service
COMPLETE IRRIGATION SYSTEMS
iELEPHONE:ADVANCE EXCHANGE
19101 998.3232
19101 998-3600
NC TOLL FREE 1-800-622-3560
Specifications Sheet
Perry Bell Farm
Page 2
2310 NC HWY, 801 N
MOCKSVILLE, N. C. 27028
i
11. Travel speed is as follows:
19.26 X GPM
Lane Space X App. Rate
19.26 X 270 5200 - 59.43 In/Min
250 X .35 = 87.50
- 5 Ft/Min
300 Ft/Hr
12. Pump is a Gormman-Rupp MB4A20A-B with a Long chopper.,
13. Pump maximums are 160 PSI and 1100 GPM.
14. Pump horsepower requirement for 270 GPM at 100 PSI is approximately 45 BHP.
i

GR.A-MAC DISTRIBUTING COMPANY
Design — Sales —' Scmice
COMPLETE IRRIGATION SYSTEMS
• '.EPHONLI ADVANCE EXCHANGE ROUTE 2, SOX 212
19191 998.3232 MOCKSYILLE. N. C. 27028
1010) 998.3800
System Operation
Perry Bell Farm
System Start -Up:
1. Attach traveler to hydrant and pull out hose.
2. Have tractor at idle.
3. Prime pump.
4. Engage PTO.
5. Open pump discharge gate valve.
6. Evacuate all air from system lines.
7. Raise tractor .PTO to obtain required PSI on pump guage. (100 PSI)
8. 'Set traveler to proper travel speed. (5 Ft/Mini)
System Shut -Down:
1. Lower tractor RPM to idle.
2. Disengage PTO.
3. Close discharge gate valve.
` 4. Remove traveler supply hose from hydrant.
Flushing:
1. System needs to be flushed after every pumping sequence. Do not
leave slurry in lines for more than a week.
2. Close ground entry gate valve.
3. Move pump to fresh water source.
4. Follow system start-up and shut -down to flush lateral lines.
5." Open ground entry gate valve to flush main line, then close the valve.
6. Move pump back to storage area.
Winterization:
1. Open all drains in the system. (Pump, Traveler & PVC lines)
2. Open ground entry gate•valve and pour in a small amount of anti -freeze.
( Approx. 1 Cup)
3. Leave ground entry gate valve slightly open.
4. After water has been evacuated from the PVC lines, close the drain valves.
c

GRA.-MAC DISTRIBUTING COMPANY
Design ---- SaIcs — Service
COMPLETE IRRIGATION SYSTEMS
%KPHONE: ADVANCE EXCHANGE
49191 999.3232
[phone]
. System Operation Page 2
ROUTE 2. BOX 212
MOCKSVILLE, N. C. 2702E
Maintenance:
1. Follow all operators manuals supplied with the system.
2. Hydrant stems need to be greased annually.
3. Make sure sealing gaskets are in good condition. ( not torn, dry rot, etc.)
r

SPECIFICATION DATA SECTION 150 PAGE 900
" NOVEMBE.R 1, 1977
Standard Centrifugal Pump
Basic Pump
' . :.'Model - MB4A20 - B
Size 5"Y a"
PUMP SPECIFICATIONS.
Size: 5" x 4 N.P.T. or Flanges'.;
Casing: Gray Iron 35
(Max. Operating Pressure 210 Lbs.)
Impeller: Enclosed Type, 5 Vanes,.Gray Iron 30
(Handles 1.1/4" Dia. Spherical -Solids)
Impeller Shaft: Stainless Steel - 17.4-PH
Cover Plate; Removable: Gray Iron 30
Radial Bearing: Single Ball Type, Single Shield
Thrust Bearing: Double Ball Type, Open
Bearing Lubrication: Grease
Flanges: Gray Iron 30
Gaskets: Vegetable Fiber
Standard Equipment:
Strainer
Optional Equipment:
Suction & Discharge Flange
4" 900 Elbow
Horizontal Check Valve .:._
Hand Primer
SEAL MODEL MB4A20-B
Mechanical oil -lubricated double floating, self -aligning.
Rotating and stationary faces are tungsten titanium carbide.
Elastomers are viton. Cage and spring are stainless steel.
Maximum temperature of liquid pumped, 1400F.
oor�
• RM
rr
[;'&R'THE-GORMAN.RUPP COMPANY • MANSFIELD, OHIO
GORMAN-RUPP GORMAN•RUPP OF CANADA LIMITED • ST. THOMAS, ONTARIO, CANADA P..W.W6.J6
Cdoyn4aj by $he Gorman-Auau Com"nr

IMPORTANT
WATER HAMMER — Spears Manufacturing Company, recommends that all PVC and CPVC plastic piping
systems be designed and constructed to AVOID EXCESSIVE WATER HAMMER. Water hammer can cause damage,
and failure to pipe, valves, and fittings within the piping system.
CA UTiON —Spears Manufacturing Company DOES NOT RECOMMEND the use of thermoplastic piping products
for systems to transport or store compressed air or gases, or the testing of thermoplastic piping systems with compressed
air or gases in above and below ground locations. The use of Spears products in compressed air or gas systems
automatically voids Spears warranty for such products, and their use against our recommendation is entirely the
responsibility and liability of the installer. Spears Manufacturing Company will not accept responsibility for damage or
impairment of its products, or other consequential or incidental damages caused by misapplication, incorrect assembly,
and/or exposure to harmful substances or conditions.
PLEASE NOTE —When temperatures rise above 73°F, the tensile strength of thermoplastics decreases, thereby
derating the pipe or fitting Maximum Internal Pressure. When temperatures fall below 73°F, the tensile strength of
thermoplastics increases, however, the impact strength decreases. Maximum operating temperatures for PVC piping
systems should not exceed 140°F (110°F threaded systems). Maximum operating temperatures for CPVC piping systems
should not exceed 200OF (150°F threaded systems).
F THRUST BLOCKING —Water under pressure exerts thrust forces in piping systems. Thrust blocking should
be provided, as necessary, to prevent movement of pipe or appurtenances in response to thrust.
TYPE OF THRUST BLOCKING
If thrusts, due to high pressure, are expected,
anchor valves as below. At vertical bends
anchor to resist outward thrusts.
1. Thru line connection, tee
f 2. Thru line connection, cross used as tee
3. Direction change, elbow
4. Change line size, reducer
5. Direction change, tee used as elbow
6. Direction change, cross used as elbow
7. Direction change
8. Thru line connection, wye
9. Valve anchor
10. Direction change vertical, bend anchor
11. End Caps (above or below ground)
Thrust blocking is required wherever the pipeline:
` Changes direction (e.g., tees, bends, elbows and
crosses)
" Changes size at its reducers
` Stops as it dead ends
` Valves and hydrants, at which thrust develops
when closed.
n ■ � _ � .5..... 3
•
G
R
Size and typA of thrust blocking depends on:
• •Maximum system pressure
• Pipe size
` Appurtenance size
• Type of fittings or appurtenance
• Line profile (horizontal or vertical bends)
` Soil type
NgAnF IN THE 1. 1 '; n

40!?
s► ENGINEERING, INC.
BOX 98, YOUNG AMERICA, MN 55397 [phone]
TRI-ACTION
IRRIGATION
VALVE
U.S. Patent
No. 3766941
FIELD PROVEN - THOUSANDS IN USE
UNIQUE DESIGN allows installer to set
Pressure Relief feature in the field to
match PSI rating of PVC or Asbestos Cement
Line - Eliminates inventory problems.
INSTALLED ON ONE THREE-INCH NIPPLE
IN ANY POSITION - Saves installation costs.
THE IRRIGATION INDUSTRY'S ONLY
LOW COST COMBINATION ACTION
VALVE WITH THESE FEATURES
BODY IS AIRCRAFT -TYPE HIGH TENSILE
ALUMINUM AND STEEL PARTS ARE PLATED -
Provides long, trouble -free service.
CENTERLESS GROUND STEEL SPRING
allows instant free flow when PSI setting is
exceeded - To protect against costly pipeline
repairs.
STOCK. NO. DESCRIPTION
• PRESSURE RELIEF
• VACUUM RELIEF
• AIR RELIEF
TAV 100 HI -PRESSURE TRI-ACTION VALVE - calibrated from
50 to 130 PSI (can be used for pressures to 160 PSI).
Shipping Wt. 24 lbs.
TAV 101 LO-PRESSURE TRI-ACTION VALVE - calibrated from
0 - 50 PSI. Shipping Wt. 24 lbs.

Landowner/Operator Name:
Address-
Telephone -
TABLE 1 - Field Specifications
IRRIGATION SYSTEM' DESIGN PARAMETERS
L. Perry Hell III � . Count: Trede1 I_
315 Rel1 Farm Rd
Statesville NC 28625 �� Date: _1-3-00 (Updated)
704-873-0441
E7GMri D-1
Field,
Number
ApproaLnale
Alsahuuln
Useable St;e
orFleld2
(Sera)
Sull Type
Slope
(%)
Cro s
Ataslmum
Applcatlon
Rate3
r)(Inch")
Alailmuns
Application
per irrigatlon
Cyde2
Commen(s
Tract433
3
10.32
cvcz
iSmall-Grain/Corn
.35
.75
5
13.46
As C7
SmallGrain/Corn-
.35
.7
7
6.13
s B 2
ISmall Grain/Corn
.35
.7
8
12.36
Small Grain/Corn
.35
.75
10
5.16
AsR7
Small Grain Corn
.35
.75
Tract 414
6
4.4
- ICI
_
_8
:i.
Set allached map.
4ohd field acreage minus required buffet areas.
3R&r to 14. C. IRigalion Guide, l;icld OiTice Technical Guide, Section lI G. Annual application must not exceed the agronomic rates for the soil and crop used.
NRCS, NC
TUNE, 1996
}

EXHIBIT D-2
TABLE 2 - Traveling Irrigation Gun Settings
Make, Model and Tylte of Equipment: Long Engine Drive w/ 850' of 4.5" ID PE hose & Nelson P200 guff w/ 1.05" taper bore nozzle
Field Not
and
Ilydrant Not
Travel
Speed
(Nmin)
EQUIPMENT SETTINGS
Application TRAVELLANE Wetted Nozzle Operating Operating '
Rite Effective Effective Diameter Diameter Pressure Pressure Are
(im4w) Width A) Len h R) (reell inches Gun (psi) Reel i Pattem3 Core;ncnts
3 2A
5 1
.35 324
500 360 1.05
70
79
390
3 2B
5
.35 324
420 360. 1.05
70
79 .
300
5 8
5
.282
3
0
79
300
723
5
.35 324
590 360 1.05
70
79
300
8, 5
-5
.35 282
130 360 1.05
70
79
330
8'
8 7
5
.35 282
495 360 1.05
70.
79
300
10, In
5
.35 324
460 360 1.05
70
79
360
6, 1A
5
.35 282
850 360 1..05'
70
79
3H0
8 1B
5
.35 282
810 360 1.05
70
79
300
8 1C
5
.35 282
1 300 360 1.05
70
79
3
I See attached map.
2S)ww separate cutrics for cacti liplrattl locatinn in cacti field.
3Use the fullowing abbreviations ror various arc patterns: Ir (full circle), TQ (three quarters), TT (two thirds), H (halrcircle), T (one third), Q lone gtwrter).
May also use degrees of are.
MRCS. NC
JUNE, 1996

EXFEBIP D•3
TABLE 3 - Solid Set Irrigation Gun Settings
Make, Model and Type of Equipment:
Field Nol
and
Line Noz
Welled hydrant Spacing (ft)
Number of Diameter Along Between
Hydrants (feet) Pipeline Pipelines
OPERATING PARAMETERS
Application Nozzle Operating Operating
Role Diameter Pressure Time
Inlhr Inches Gun(psi) H dram r
'
Comments
}
lSee attedied map.
ISltow separate entries for ench pipeline tvitlt hydrants in each field.
MRCS, NC
JUNE. 1996

TABLE 4 - irrigation System Specifications
Traveling
Irrigation Gun
Solid Set
Irrl atlon
Flow Rate of Sprinkler (gpm)
270
XXX
peraling Pressure at Pump (psi)
100
Design Precipitation Rate (In/hr)
.35
Xxx
Hose Length (feet)
850
XXXXXXXX
Type of Sneed Compensation
NONE
XXXXXXXX
Pump Type (PTO, Engine, Electric)
p1
Pump Power Requirement (hp)
45 ;
'I'ABLE 5 - Thrust Block SpeciCcations
Deslrner may nrovido thrust block details an senarate sheet.
LOCATION
THRUST BLOCK
AREA (sq. ft.
900 Bend
Dead End
Tee
Hydrant
Drains
9
dr6@0 Entry —Pipe
9
'See I)SDA-NRCS Field Ol3ice'rechnical Guide, Section IV, Practice Code 470-DD.
NRCS. NC
TUNE, 1996

Narrative of Irrigation System Operation
Describe Cite operation of the system in Cite space provided below or on a similar sheet most convinient to the designertsupplier.
Include procedures such as start-up, shut -down, winterization and regular maintenance of all equipment.
See attached sheets for additional operations and specffications information.
EXiEBR D-6
NRCS, NC
JUNE, 1996

EXKBIT D-S
IRRIGATION SYSTEM DESIGNER
Name: David Graham
Company: Gra-Mac Distributim Campany
Address: 2310 NC HWY 801 N Mockiville NC 27028
Phone: [phone] ..
REQUIRED DOCUMENTATION' '
,
71ie following details of design and materials must accompany all irrigation designs:
I . A scale drawing of the proposed irrigation system which includes hydrant locations, travel lanes, pipeline routes, theist block locations and buffer areas wherb applicable.
2. Assumptions and computations for determining total dynamic head and horsepower requirements.
3. Computations used to determine all mainline and lateral pipe sizes.
4. Sources and/or calculations used for determining application rates.
S. Computations used to detennine the size of thrust blocks and illustrations of all lluust block configurations required in the system.
6. Manufacturer's specifications for the irrigation pump. traveler and sprinklers).
7. Munufacturer's specifications for the irrigation pipe andlar USDA-NRCS standard for Irrigation Water Conveyance,
N.C. field Office Tecluuical Guide, Section IV, Practice Code 430-DD.
H. 12ue information required by this form are the rminimtun requirements. his the responsibility of the designer to'consider all relevant factors at a particular site and address them as
appropriate.
9_ Irrigation pipes should not he installed in lagoon or storage pond embankments without the approval of lire designer.
NOTE: A buffer strip 25 feel wido or wider must be maintained between the limits of the irrigation system and all perennial
streams and surface %voters per NC Statutes.
NRCS, NC
XNE. 1996
2

I
GlRA-MAC DISTRIBUTING COMPANY:
Design -- Sales — Service
? COMPLETE IRRIGATION SYSTEMS
1 7ELEPHONE: ADVANCE EXCHANGE
13341 008.3232
13361 900.3000
NC TOLL FREE 1.000-422.3500
Specifications Sheet
Perry Bell Dairy
2310 NC HWY. 001 N
MOCKSVILLE, N. C. 27028
CS-97
1. Wettable acres under traveler coverage is +/- 63M acres.
2.. Traveler is a Long Engine Drive with 850' of 4.5" ID PE hose and a Nelson
P200 gun with a 1.05 taper bore nozzle.
3. Nelson P200 gun performance with a 1.05" taper bore nozzle is 270 GPM,
360' diameter at 70 PSI.
4. Travel lane spacing is +/- 240'.
5. Friction loss in 850' of 4.5" ID PE hose at 270 GPM is +/- 9 PSI.
6. Friction loss -in 6" SDR21 PR200 PVC pipe at 270 GPM is .23/100'. -
7. Liquid velocity in 6" SDR21 PR200 PVC pipe at 270 GPM is 3.12 Ft/Sec.
8. , Maximum system pressure for 6" SDR21 PR200 PVC pipe is 144 PSI.
9. Pressure requirements are as follows:
Gun 70 PSI
850' of 4.5" ID PE Hose 9 PSI
3800" of 6" PR200 PVC pipe 9 PSI
Elevation +/- 15' 7 PSI
Miscellaneous 5 PSI
too PSI
231 Head Feet

A-
• GRA-MAG DISTRIBUTING COMPANY
/ Design — Sales -- Service
4l COMPLETE IRRIGATION SYSTEMS
TELEPHONE: ADVANCE EXCHANGE
13361 909.3232
13361 000.3800
NC TOLL FREE 1.900•422.3560
10. Application Rate is as follows:
96.3 - X GPM X 360
3.14 (.9 x Radius )Sq Arc
96.3 X 270 - 26001
3.14(.9 x 180)Sq 82406 = .32 X 1.2 1.09
.32 x 1.09 = .35 In/Hr
_I 1. Travel speed is as follows:
19.26 - X _GPN1
Lane Space X App. Rate
2310 NC HWY. 803 N
MOCKSVILLE. N. C. 27020
19.26 X 270 5200
i 250 X .35 87.5 = 59.43 hvMin
= 5 Ftllliiin
= 300 Ftft
12. Pump is a Gorman -Rupp MB4A20A-13 with a Long Chopper.
13. Pump maximums are 160 PSI and 1100 GPM.
14. Pump horsepower requirement for 270 GPM at 100 PSI is approximately 45
BHP. f
s

WCLLUbIc ACCCL;
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IN
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• 447 ••.• •.. w•.
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aA•MAC cni. co.
PERRY BELL DAIRY
•..T. o..a awe
F.", 1.1

MATERIAL SPECIFICATION
POLYVINYL CHLORIDE (PVC) PIPE
1. Scope
This specification covers the quality of polyvinyl chloride (pvc) pipe
and installation requirements.
2. Material
Where SCHEDULE PVC pipe is shown on the drawings, all pipe and fittings
shall be manufactured -from virgin compounds either PVC 1120 or PVC
12201, conforming to ASTM standard D-1785. Solvent cement for PVC
plastic pipe must meet ASTM D-2564 Standard Specification requirements.
Where SDR PVC pipe is shown on the drawings, all pipe shall be
manufactured from virgin compounds either PVC 12454-B or PVC 12454-C or
PVC 14333-D, conforming to ASTM standard D-1784.
Where C-900 PVC pipe is shown on the drawings, all pipe shall be
manufactured from virgin compounds either PVC 12454-A or PVC 12454-B,
conforming to ASTM standard D-1784. All C-900 PVC pipe shall be Class
[ 150 unless otherwise specified.
3. Fittings and. Coupling
All PVC fittings and couplings shall be installed watertight according
to the manufacturer's recommendations.
Solvent welded pipe and fittings shall be thoroughly cleaned to remove
all foreign materials and grease which would inhibit bonding. Solvent
cement shall be thoroughly applied to all bonding surfaces in
accordance with the manufacturer's recommendations.
All SDR and C-900 PVC pipe shall have a gasketed integral bell.
Inspect the gasket and insure that it is not twisted or turned to
prevent proper seating in the groove. Wipe the pipe ends with a rag to
remove any foreign material just before applying lubricant. The gasket
and the spigot, up to the full insertion mark including the tapered
portion of the spigot shall be thoroughly coated with the lubricant
recommended by the manufacture of the pipe.
t.
USDA-NRCS
NC AREA I
Page 1,
PVC PIPE
March 1994

If field cutting is required, the pipe shall be cut square. Use an
appropriate pipe cutter or a conventional saw with a 900 miter box.
Field cut'ends shall be beveled to the same angle as the factory bevel.
All field cut pipe shall have a full insertion mark placed on the pipe
which matches the factory full insertion mark.
4. Handlinci and Installation
All PVC pipe and fittings shall be delivered to the site and handled on
site in a manner which protects the structural integrity of the pipe.
When unloading the pipe, do not throw, whip or drop the pipe. Chains
shall not be used to handle the pipe at any time. Store pipe on a flat
surface so the barrel is evenly supported. Do not stack higher than
four feet. If the pipe is bell and spigot, stack with the bells in
opposing directions on alternate rows so they are not supporting the
full load of the pipe.
Rubber gaskets shall be kept clean and protected from grease, oil, and
excessive heat.
Pipe shall be placed in the earth trench on grades as shown in the
drawings. The minimum clear width in the bottom of the trench shall be
18 inches or 1 foot greater than the outside diameter of the pipe
whichever is greater. The trench bottom shall be smooth and uniform to
prevent severe deflection of the pipe at the joints. The trench bottom
shall be free of frozen material, clodded soil and stones over one-half
inch in diameter. In areas where the trench bottom is hard, the hard
material must be overexcavated and a layer of soft backfill material,
at least 4,inches deep must be provided to insure the pipe barrel is
adequately cushioned.
4
Care shall be taken to prevent soil or other foreign material from
entering the pipe prior to placement.
Friable earth fill or approved aggregate material shall be placed
around the haunches of the pipe and compacted by hand. Manual
compaction in layers no more than nine inches shall continue for no
less than twelve inches about the top of the pipe. Where pipes pass
through embankment fill, the layers shall be no 'more than 4 inches. No
rocks or other solid material three inches or larger,shall be placed
within twelve inches of the pipe. A minimum earth fill cover of 24
inches shall be maintained along the full length -of the pipe, unless
otherwise specified.
5. Placement in Junction Boxes
Connections at junction boxes shall be watertight. Pipes shall extend
to the interior wall and may extend a maximum of four inches beyond the
interior wall of the junction box.
USDA -MRCS Page 2 PVC PIPE
NC AREA l March 1994

Items of Work
Items of work to be preformed in conformance with this specification
and the construction details therefor are:
(1) Install approximately 3900 linear feet of 6 inch, SDR-21,
200 psi, Gasketed PVC pipe for irrigation of dairy waste a
locations as shown on the drawings.
(2) Pipe shall be installed at a minimum depth of 36 inches below
the ground surface.
(3) Drains are to be installed at low points in the system as
designated on the Lagoon Irrigation System map prepared by
Gra-Mac Distributing Company. The drains are to be used for
winterization of the system as part of the operation and
Maintenance Plan.
(4) Thrust blocking shall be installed at every change in pipe
direction as shown on the drawings. Locations include all
tees, elbows, hydrants, ground entry pipes, drains, and caps.
Minimum thrust block cross -sectional area shall be as follows:
LOCATION
THRUST BLOCK AREA (FT2)
6 inch 900 Bend
9
6 inch Dead End
6
6 inch Tee.
9
j
USDA -MRCS Page 3 PVC PIPE
NC AREA 1 March 1994

t
ii1"ALud ---' 1hJtJ'1JLJ—I
Irrigation Water Conveyance (tt)
High -Pressure, Underground, Plastic Planning considerations
Pipeline
Definition
A pipeline and appurtenances installed in an
Irrigation system.
Scope
This standard applies to underground
thermosplastic pipelines ranging from 1 /2 in. to
27 in. in diameter that are dosed to the
atmosphere and that are subject to Internal
pressures of 80 Ib/in2 or greater.
The standard Includes the design criteria and
minimum installation requirements for high-
pressure, plastic Irrigation pipelines -and
specifications for the thermoplastic pipe.
Purpose
To prevent erosion or losses of water quality or
damage to the land, to make possible proper
management of Irrigation water, and to reduce
water conveyance losses.
Conditions where practice applies
All pipelines shall be planned and located to
serve as an integral part of an Irrigation water
distribution or conveyance system designed to
facilitate the conservative use and management
of the soil and water resources on a farm or
group of farms.
Water supplies, water quality, and rates of
irrigation delivery for the area served by the
pipelines shall be sufficient to make irrigation
practical for the crops to be grown and the
irrigation water application method to be used.
Plastic pipelines installed according to this
standard shall be placed only in suitable soils
where the bedding and backfill requirements can
be fully met.
Water Quantity
1. Effects on components of the water budget,
especially infiltration and evaporation.
2. Effects on downstream flows or aquifers that
would affect other water uses or users.
3. Potential use for. Irrigation water management.
4. Effects of installing a pipeline on vegetation
that may have been located next to the original
conveyance.
Water Quality
1. Effects of installing the pipeline, replacing
other types of conveyances, on channel erosion
.acthe movement..of.sedlmentandsolublaand
sediment -attached substances carried by water.
2. Effects on the movement of dissolved
substances into the soils and on percolation
below the root zone or to ground water recharge.
3. Effects of controlled water delivery on the
temperatures of water resources that could
cause undesirable effects on aquatic and wildlife
communities.
4. Effects on wetlands or water -related wildlife
habitats.
S. Effects on the visual quality of water resources.
Design criteria
Working pressure and flow velocity. The
minimum acceptable class of pipe shall be that
having a pressure rating for water of W lb/IA.
The pipeline shall be designed to meet all service
requirements without an operating pressure,
Including hydraulic transients, or static pressure
at any point greater than the pressure rating of
the pipe used at that point. As a safety factor
against surge or water hammer, the working
pressure should not exceed 72 percent of the
pressure rating of the pipe, nor shouldthe design
flow velocity at system capacity exceed 5 ft/s. If
either of these limits is exceeded, special
SCS, January 1969

The ratio of air -release valve diameter to pipe
diameter for valves intended to release air when
filling the pipe should not be less than 0.1.
However, small -diameter valves may be used to
limit water hammer pressures by controlling air
release where control of filling velocities is
questionable. Equivalent valve outlet diameter of
less than 0.1 are permitted for continuously
acting air release valves. Adequate vacuum relief
must be provided:
Air -release valves or combination air valves shall
be used as needed to permit air to escape from
the pipeline while the line Is at working pressure.
Small orifices of these types shall be sized
according to the working pressure and venting
requirements recommended by the valve
manufacturer.
Manufacturers of air vales marketed for use
under this standard shall provide dimensional
data, which shall be the basis for selection and
acceptance of these valves.
Drainage. Provislon-shalt-be made -for
completely draining the pipeline if a hazard is
Imposed by freezing temperatures, drainage is
recommended by the manufacturer of the pipe,
or drainage of the One is specified for the job. If
provisions for drainage are required drainage
outlets shall be located at all low places In the
line. These outlets may drain into dry wells or to
points of lower elevation. If drainage cannot be
provided by gravity, provisions shall be made to
empty the line by pumping or by other means.
Flushing. If provisions are needed for flushing
the line free of sediment or other foreign material,
a suitable valve shall be installed at the distal end
of the pipeline.
Thrust control. Abrupt changes In pipeline
grade, horizontal alignment, or reduction In pipe
size normally require an anchor or thrust blocks
to absorb any axial thrust of the pipeline. Thrust
control may also be needed at the end of the
pipeline and at in41ne control valves.
following formula must be used in designing
thrust blocks:
98 HQ't a
A . sin 2
Where:
A . Araa of thrust dock -squired ;n ft;
N a Maximum working Pressure in ft
O a Inside dameter of pipe in It
8 m Allowabie passive pressure of the nail in
Ibile
a a Oefledon angle of pipe bend
Area of thrust blocks for dead ends and tees shall
be 0.7 times the area of block required for a 90-
defiection angle of pipe bend.
If adequate soil tests are not available, the
passive soli pressure may be estimated from
Table 1.
Materials. AEI materials shall meet or exceed the
-- Tninimurn reguirements Indicated In
'Specifications for Materials."
Plans and specifications
Plans and specifications for constructing high-
pressure underground plastic pipeline shall be In
keeping with this standard and shall describe the
requirements for applying the practice to achieve
r " its Intended purposes.
Thrust blocks and anchors must be large enough
to withstand the forces tending to move the pipe,
including those of momentum and pressure as
well as forces due to expansion and contraction.
The pipe manufacturer's recommendations for
thrust control shall be followed. In absence of
the pipe manufacturer's requirements, the
Table I. —Allowable soil bearing pressure
Coats at carer
to = M at trmm ZkN*
r'latural soli etauyw 2 It 3 R ' a R i R
ors+
sosrnd bedrOac__..._. 8.000 10.000 10.000 10.000
o mm sarw and gray.l
mwwre fad+pus+ed
I.401 _._�....»
Oenae +t m no =am sand
faaasurned II + 350) ........
slit and clay ffln my
(+=W++d • .7S'1........
" clay and aagaaw
solo(
1 = 1.900 Z400 Iwo
Boo 1200 I'M Z100
500 MCI 9W 12W
200 300 400 S00
SCS, January 1989

Tests for pressure strength and leaks shall be aCCdnh
plished by inspecting the 171"ine and appurtenances while
the maximum working pressure is maintained and all joint$
and connections are uncovered, or by observing normal
operation of the pipeline after it is put rnto service. Partial
backfill$ needed to hold the pipe in place during testing
shall be placed as specified in "Initial backfill." Any leaks
shall be repaired and the system retested.
The pipeline shall be tested to insure that it functions
property at design capacity. At or below design capacity
there snail be no objectionable flow conditions. Obleetiona-
ble flow conditions shall include water hammer, continuing
unsteady delivery of water, damage to the pipeline, or detri-
mental discharge from control valves.
Initial backfill. Wand, mechanical, or water packing meth-
ods may be used.
The initial backfill matenal shall be sail or sand that is
free from rocks or stones larger than 1 in. in diameter. At
the time of placement, the moisture content of the material
shall be such that the required degree of compaction can
be obtained with the backfill method to be used. The initial
backfill material shall be placed so that the pipe will not be
displaced, excessively deformed, or damaged.
If backfilling is done by hand or mechanical means, the
initial fill shall be compacted firmly around and above the
pipe as required to provide adequate lateral support to the
pipe.
If the water packing method is used, the pipeline first
shall be filled with water. The initial backfill before wetting
shall be of sufficient depth to insure complete coverage of
the pipe after consolidation. Water packing is accomplished
by adding enough water to diked reaches of the trench to
thoroughly saturate the initial backfill without excessive
pooling. After the backfill is saturated. the pipeline shall
remain full until after the final backfill is made. The wetted
fill shall be allowed to dry until firm before beginning the
final backfill.
Final backfill. The final backfill material shall be free of
large rocks, frozen clods, and other debris greater than 3
in. in diameter. The material shall be placed and spread in
approximately uniform layers so that there will be no
unfilled spaces in the backfill and the backfill will be level
with the natural ground or at the design grade required to
provide the minimum depth of cover after settlement. Flail-
ing equipment shalt mat be used to consolidate the final
backfill until the specified minimum depth of cover has
been placed.
All special backfiiling requirements of the pipe manufac•
turer shall be mat.
Basis of acceptance. The acceptability of the pipeline
shall be determined by inspections to check compliance
with all the provisions of this standard will) respect to the
design of the line, the pipe and pipe marking, the appurte-
nances, and the minimum installation requirements.
Certifications and guarantee. If requested by the state
cOnservation engineer, a qualified testing laboratory must
certify with suoporting test results that the pipe meets the
requirements specified in this standard. The seal of
approval of a recognized laboratory on pipe bearing one gf
We ASTM designations listed in this standard may be
accepted for this certification.
The installing contractor shall certify that his or her instal.
lotion complies with the requirements of this standard. He
or she shall furnish a written guaranee that plots$$ the
owner against defective workmanship and matenals for nab
less than i year. The certification identifies the manufac.
turer and markings of the pipe used.
itAswela
Quality of plastic pipe. The compound used in ntanufac•
Luring the pipe shall meet the requirements of one of the
following materials:
1. Polyvinyl chloride (PVC) as specified in iwSTWO-1784.
Code
Material _ classification
Igo 1. tirade 1..».........».....».....».- ............... � 12454-13
TVpe 1, Grad* 2...................................................... 12454-C
Type if. Grade 1. 14333-0
2. Acrylanitrile-butadlene-styrene (ASS) as specified in
ASTM-0-1788.
Code
Afatenatclasurkabon .
Typef. Grade 2.... »..... .... ......... ...... .... .........._..-.. 3.2-2
Type I. Gntdr3......... 3-5-5
Type it. Grade t . 4-465
3. Polyethylene (PE) as speciifed in ASTM-0-1248.
Code
Matenal dasufleation
Grade P14, Class C... ......................................... . IC -PIA
Grade M. C4= C.................................................. IIC-P23
Grade P33. Clasa C.................................................. IIIC- 11M
Grade P34. Class C.. IVC-P34
The pipe shall be homogeneous throughout and free
from visible cracks, holes, foreign matter. or other defects.
The pipe shall be as uniform in color, opacity, density. and.
other physical properties as is commemally practicable.
Pipe requirements. All pipe installed under this standard
$flail be pressure rated for water.
The relationship between standard dimension ras;go. ,
dimensions, hydrostatic design stresses. and pressure rat-
ings shall be determined by one of the following formulas:
For PVC. ASS. and PI_ pipe with outside dlameter
controlled:
. � -1 Or
SCS, January 1989

LrrLj3Clon1 Nacar: Conveyance
�lj-DD-J
Pfasde W4adm pipe (PIP) She!! haw paned aids or sea
Vs* 1.-4tydnMft deso Wim
and desouftn—
wrate Magors and MUngo OW are su"Wo br pi" the
Pi P40
pips and appurtenances by sckwu ="OK rubber --oats.
or other methods nt= orlerlded by the pipe manuiamemeG
dargn
Such flttinp and loirfd shop be cap- bM of withstandhq a
Ptaast oim nnesrtal
or*=
worMV prenure squid to or greater than that for Me p4m•
440
�. Solvent cement WntL Solvent Tor saMnt cement Or"
PvC I. Grade f..�..�......
Yom � I. Grade Z............�
2.000
2.00o
PVC MO
PVC 0
shall conform to ASTM Speaftcadw 0-2W4 for PVC pipe
v C Ty" IL Grade I
1.000
PVC 2t 1110
and fltdrlgs and to 0-2235 br ASS pipe and fintngL
PVC Iwo II. Graf f
I.M
PVC 2112
Solrwu eermM OM !hall be used and r-, m , h MeO
PVC type II. tirade f
1,600
PVC 2116
aacmvft to the Iscom"Wwadiona of Vie pipe
A891ypa i, Gradr 2
60o
ASS 1=6
martutectumi:
ASS type I. 6010112
tow
ASS 1210
ASS IWw 1. Gwda 3
1,600
ASS 1316
Rubber go" NMeL Rubber pa" on WW conbrm
ASS IVW U. Grade f
l Ao
ASS 2112
to ASTM Spwftadw 04139.
Pt: Grade P14.
400
PE 1404
PS Graft P23
S00
PE Z30
PE Grade P23
630
PE 2306
PE Grade P33...
630
PE 3306
PE Grads Pat.
am
PE 34M
PS Grads P34...
Sao
PE 34M
S.CS, January 1989

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d
a 8 IQ a
a 8 a I
a 8 IQV
a a IQ's
as IQ a
881081
SIB
88
as
28
F, In
on W t,
T
In
In
A
A
��o=

ON
N
to
C.
to
ti
v
tn
�. Ems. • `�

� x^rurs.... .. ..�-re. c+C* @ .u'+�» rs. •"�'.."+w j "q.'.��r.."."'.&`i�e<t--���r -
STATE: NC PROJECi'::L'.<Perry Bell,.lilr s ?:t ,*,l , �. sip, c=!fit .: a.:.�t ,� _,� _ �•
^y
Su%Y' ;p� i r''''-*'@S tir�+Ft xw, � 31'03nt r} t"ay �T7`�, '� } ,ky
BY: JTS DAT1E:-12123199. „ s • �7;!a CHECKED`BY, f `1 �' DATE: r JOB NO, '
IBJECT:Re-calculation of storage perfod.with 25yr-24hr"iunbff going Into WSP#2
6.25yr - 24hr rainfall on pony! surface (Ralnfall passes to WSP #2 through the overflow pipe)
Rainfall = 5.5' = Meet
7. Freeboard + Emergency Spillway stage = 1.7 feet
B. SUMMARY OF DESIGN VOLUMES
1. Surface Runoff for 4.4 months 0 cuft
2. Manure 13659 cult
3. Wash Water 22235 cult
4.25 yr - 24 hr Runoff 0 cuft
TOTAL 35,894 cult
5. Rainfall minus evaporation on pond surface 0.00 feet
6.25yr - 24hr rainfall on pond surface 0.00 feet
7. Freeboard + Emergency Spillway Stage 1.70 feet
TOTAL 1.7 feet
C. Sizing Waste Storage Pond "AS BUILTS" Volume
r
73 ft X 125 ft top width (to top of dam)
8'
Slope 1.7:1
2.7:1 Slope
Slope ,--2:51:1 47.6
ft
X 94.0 ft @ mid section
1&' - - ° _ 3' :1 Slope
30
IF
: • ;" ft bottom width
ft X ,;; °' 72
Depth
Top
Botllom
Mid Area
Volume = 8 16 {(
7563 j +
( 2160 } +
4 ( 4,474 )]
Volume = r---3-6.-82-81 cult
Exceeds the 132
days loading
VOLUME NEEDED =
35,894 cult
Normal Pump out Volume
0 +
13,659 +
22,235 +
0.0 x 73
= 35,894
cult per
132 days
99,253 cult per year
= 268,488
gallons per
132 days
= 742,410 gallons per year
Maximum Pond Level (Pump -out Elevation)
0.00 +
1.70 +
0,000 1
{ 65 x 116 )
= 1.7
below top of dam
x
125
Bell,PeryWSP re -calculation Page 2

STATE: NC PROJECT: L. Perry Bell, III
BY: JTS DATE: 12/23/99 CHkK' ED•BY: DATEr•:;,.'.' JOB NO::
. PRl�I re .IV• a + a �wi _
IBJECT:Re-calculation of storage period with 25yr-24hr runoff going Inl6WSP#2 4'
C
A. DESIGN VOLUMES
1. Normal Runoff for 365 day period.
Use average runoff values In Ag. Waste Management Field Manual for Iredell County.
Surface Unsurfaced
Normal Runoff Runoff Normal
Month Rainfall % Depth % Depth Evaporation
FEB
3.86
56
2.16
25
0.97
1.60
54MARA
&IW
_4
W2:4
if.QB
3 70
APR
3,35
56
1.88
25
0.84
3.80
JUN
4.19
60
2.51
27
1.13
4.40
OCT 1 3.44 1 62 1 2.13 1 30 1 1.03 1 2.40
Try 4 Months
Oct. through Mar. :Surface Runoff Depth: 7.8
Drainage Area: sqft
Surface Runoff = 7.8 0 sqft = ©cuft
12"M
2. Waste volume
Volume = 180 cows x 10 gaudawcow X 120 days x 43% confinement
7.48 gal /cuft
Volume = 12,417 tuft
3. Wash Water
Parlor and Washroom Water
180 cows x 7 paUday/cow x 120 days = 20,214 tuft
4. 25yr - 24hr runoff
CN=95
Rainfall = 5.5"
Runoff = 4.91"
25yr - 24hr runoff = 4.91" X 0 sqft = 0,000 cult
12"M
5. Rainfall minus evaporation on pond surface
14.31 minus 6.7 equals 7.61 inches/12 = T-61 feet per 4 Months
r
Beli,PeryWSP re -calculation rage 1

STATE: NC PROJECT: L .Pe Bell, III '
BY: JTS DATE: 12/23/99 'CHECKED BY.,` DATE: JOB NO.:
IBJECT:Re-calculation of storage period with 25yr.-24hr runoff going in6,WSP#2
6.25yr - 24hr rainfall on pond surface
Rainfall = 5.5" = 0.5 feet
7. Freeboard + Emergency Spillway stage = 1.7 feet
B. SUMMARY OF DESIGN VOLUMES
1. Surface Runoff for 4
0 tuft
2. Manure
12417 cuft
3. Wash Water
20214 cult
4. 25 yr - 24 hr Runoff
0 tuft
TOTAL
32,631 tuft
€� Rainfall minus evaporation on pond surface
0.63 feet
-5.25yr - 24hr rainfall on pond surface
0.50 feet
7i. Freeboard + Emergency Spillway Stage
1.70 feet
TOTAL
2.8 feet
C. Sizing Waste Storage Pond "AS BUILTS" Volume
r
78 ft X 132 ft top width (to tap of dam)
l
8'
Slope 1.7:1
2.7:1 Slope
Slope 2.5 :1 47.6
ft
IF
X 94.0 ft mid section
;, ;, ,,.:, 3 :1 Slope
30
ft X' •""!,72
' ° ft bottom width
Depth
Top
Bottom
Mid Area
Volume = 8 16 ((
7563 ) +
{ 2160 ) +
4 ( 4,474 j)
Volume = 36,828 cult
Exceeds the 120
days loading
VOLUME NEEDED =
32,631 cult
Normal Pump out Volume =
0 +
12,417 +
20,214 +
0.6 x 78 x 132
39,113
cuft per•
120 days
= 118,967 cult peryear
= 292,562
gallons per
120 days
= 889,875 gallons per year
Maximum Pond Level (Pump -out Elevation) _
0.50 +
1.70 +
0,000 1
( 65 x 116 )
2.2
below top of dam
BeII,PeryWSP re -calculation
Page 2

United States Soil
1 a Department of Conservation
. Agriculture Service
Subject: SOILS - Animal W to Laggon investigations
. P. Bel Von Bell, H. C. Myers
To: John L. Caviness
DC, SCS
Statesville, NC
PO Boa 158
Salisbury, North Carolina
28145
Date: February 28, 1983
File Codes 430
Here is a summary of the findings we made on February 24 at the above
referenced waste lagoon sites in iredell County.
L. P. Bell • This site'is situated over an intermittent drainageway with
strongly sloping (12%) sides. The slopes are of Cecil like soil and the
bottom is deep deposited material of a clayey texture.
This investigation did not indicate the presence of a sandy layer in the
deposited material within a depth of 10 feet. If a sandy or more pervious
layer is exposed in cutting provision for se&Aing the area will have to be
made. Diverting of the surface water will be a problem with this site.
With these exceptions this site seems to be suitable for this use.
Don Bell - This site is situated on a sidesslope of about 8-9% grade. The soil
is Pacolet like (shallow Cecil) with fairly micaceous sub horizons. The lagoon
will be built beside a small permanently flowing stream with a depp channel.
The soil,.is generally suitable for this construction. However with the
presence of loamy horizons below 50 inches on the slope and the amount of
mica present at these depths a liner of impervious clay over the entire
water area would be advisable. This is particularly important since the
possibility exists for seepage directly into the small stream.
H. C. Myers - This site is on a gently sloping Cecil soil. A ds"silo cut
into the slope at the lower side indicates that the clayey layers of the soil
are more than 50" thick and the soil is fattly typical "Cecil."
No serious hazards are apparent on this
not normally clayey the bottom should be
seepage.
j�
C. M. McCachren
Soil Survey Party Leader
site. Since the sub horizons are
lined with clay to assure no
O The Sod Conservation Service
`J is an agency of the
Deportment of Agriculture

United States Soil P. 0. f Box 158
Qj Department of canser+.ation Salisbury, North Carolina
.. Agriculture Service 28145
Subject: ENG - L. P. Bell Waste Storage Pond Date. March 17, 1983
To. John Cavi ness
DC, SCS
Statesville, NC
File Code. 210
Attached is the approved design for the L. P. Bell waste storage pond.
Please review this design carefully because I made some corrections on the
design and drawings. Also attached are,some calculations on separating the
solids and liquids. As we discussed by telephone, I do not think that it
would be feasible to handle the waste by trying to separate the liquids and
solids.
If more assistance is.needed on this job, please contact us.
vuo,4p - FCV&�
Hubert J. Pate, Jr,
Civil Engineering Technician
Attachments
cc: T. H. Wetmore, Jr. w/o attach.
V. H. Jones w/o attach.
i
OJ the Sod Conservation Service
is an agency of the
`
Department of Agriculture

I
r
I
NC-ENG pRAFi U.S DEPARTMENT OF AGRICULTURE
SOIL CONSERVATION SERVICE
LOCATION CODE 19 3 S
PLAN OF WASTE STORAGE FACILITY
SPEUR L
NAME L . P B E L.L.. ACP # rit UC? DATE 3� 8 3 DISTRICT I RED EL L
rr2
LENGTN
SIDE SLOPE?„5T0 1 /
AVE. TOP ELEY. �oQ
l.sYor /
8W
C
/��� AYE. SOfTOY ELEY. I
� I
LENGTH J
7 Z ' ']
8' 69a4
Volume = d_ epth area of top) + (area' of bottom) + (4 x as a midsection@ = 34,704 cu. r-
6
Use of facility WA
Capacity - 2S 4 . 2 (a gallons
Volume Cost -sharing cu. ft.
Soil type a C.o LF-
8. M. description ZOd r4A« i>N eAG.iL
Coer4FQ_ OF W OFE St10 - fe" ABoJE
GR,oOND IM WOODED _F4oTFR
Fo R, Sna
Elev. i Oa • 00
ELEVATION SUMMARY
Bottom _
8 4.0
Normal liquid level
9 2..
Storage (normal precip) +
0.3
Maximum liquid level
42.3
Storage +
1.0
Crest ESW
93.3
Stage + _ ._. �.
7
Freeboard +
1.10
Top of Diem
q 5.0

U .. S . DEPARTMENT OF AGRI( XURE NC-ENG- 4 0
Soil Conservation Service 5/83
LOCATION CODE 2
[_ PLAN OF EXCAVATED WASTE STORAGE POND
NAME ACP $ DATE DISTRICT
�rl
IZI,
cu
I
�
; -
/ 1
LENGTH
81 DE SLOPEI 7 TO 1
It
AYE. TOP ELEV.
/ oa.
[[ ti
T-' YID SECTIQN
i
i 1
AVE.. 80TTOY ELEV.
70c5"� z�6Ca �gnYe47
Volume �d Carea of top)'+ (area of bottom) + (4 x area midsection]) ,36— ./57 Cu.Ft.
6
SUMMARY
' facility
Use of
-Bottom
Capacity Z7r� Gallons
Elev.
A4o,
Normal liquid level
Elev.
92 C)
Volume Coat -sharing Cu. Ft.
Storage for normal precip. (Ft)
+ 03
Maximum liquid level
Elev.
Z• ?
Soil type
Storage for:
J.G
B. M. description
- 25 yr. freq. precip.
(Ft.)
+
Crest ESW
Elev.
9.3.
Stage (Ft.)
+ 0,7
Freeboard (Ft.)
+
Elev.
Top of Dam
Elev.
_ 5?5,

gerw TE S7c,.qk5e A.V�
r17 ; fLt "Of w z�E� N. f= 3 8 3
l)Z51C, v OF

MF71q Ozif 74:- ' 5707,-2,-
4CeIP1711MAI w, &0
5.0
. ........ .
zj,
3.93
----- --- ------- -------
-;7:5yp
q
--- --y
Aa
7/
F77
IV
a � -mL 7&-p.. lgw r
257YR S7VAII,
JL

' I 1
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/ems.
-. � ',fifl�,f�l2 xous r.�cTrd
_..._ . __._.-No 405 _. %r%m l_ .._........ - - _....... .......
. - ----- _
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{

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
Bell Dairy
315 Bell Farm Road
Statesville NC 28625-8514
Attn: L. Perry Bell
Dear L. Perry Bell:
ffl�'W'A
IT 0 0
NCDENR
NORTH CAROL-INA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
October 20, 2000
Subject: Certificate of Coverage No. AWC490044
Bell Dairy
Cattle Waste Collection, Treatment,
Storage and Application System
Iredell County
In accordance with your application received on April 10, 2000, we are forwarding this Certificate of
Coverage (COC) issued to Lucius Perry Bell, III, authorizing the operation of the subject animal waste
collection, treatment, storage and land application system in accordance with General Permit
AWG200000. This approval shall consist of the operation of this system including, but not limited to,
the management of animal waste from the Bell Dairy Farm, located in Iredell County, with an animal
capacity of no greater than 180 dairy cows and 25 calves and the application to land as specified in the
Certified Animal Waste Management Plan (CAWMP).
The COC shall be effective from the date of issuance until April 30, 2003. Pursuant to this COC, you
are authorized and required to operate the system in conformity with the conditions and limitations as
specified in the General Permit, the facility's CAWMP , and this COC, with no discharge of wastes to
surface waters. An adequate system for collecting and maintaining the required monitoring data and
operational information must be established for this farm. Any increase in waste production greater than
the certified design capacity or increase in number of stocked animals above the number authorized by
this COC will require a modification to the CAWMP and this COC and shall be completed prior to
actual increase in either wastewater flow or number of animals.
Please be advised that any violation of the terms and conditions specified in this COC, the General
Permit or the CAWMP may result in the revocation of this COC, or penalties in accordance with NCGS
143-215.6A through 143-215.6C including civil penalties, criminal penalties, and injunctive relief.
Upon notification by the Division of this COC's expiration, you shall apply for its renewal. This request
shall be made within 30 days of notification by the Division.
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

Certificate of Coverage AWC490044
Bell Dairy
Page 2
This COC is not automatically transferable. A name/ownership change application must be submitted to
the DWQ prior to a name change or change in ownership.
If any parts, requirements, or limitations contained in this COC are unacceptable, you have the right to
apply for an individual non -discharge permit by contacting the engineer listed below -for information on
this process. Unless such a request is made within 30 days, this COC shall be final and binding.
The subject farm is located in the Mooresville Regional Office. The Regional Office Water Quality
Staff may be reached at [phone]. If you need additional information concerning this COC or the
General Permit, please contact Sue Homewood at [phone] ext. 502.
Since "I ,
Kerr T. Stevens
cc: (Certificate of Coverage only for all cc's)
IredellCounty Health Department
Mooresville Regional Office, Water Quality Section
Iredell County Soil and Water Conservation District
Permit File
NDPU Files

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
Lucius Perry Bell, III
Bell Dairy
315 Bell Farm Road
Statesville NC 28625-8514
Farm Number: 49 - 44
Dear Lucius Perry Bell, III:
A&T4
• •
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
N.C. DEPT. I#F
March 15, 2000 2 NVIRONMENT, HAALTki,
t3 NATURAL RESOURCES
HAR 17 2000
W4i'1':9l1 OF K OVENGt 14MAGEMOT
cat14l vitlf IIEglin"Al 86H1<r
You are hereby notified that Bell Dairy, in accordance with G.S. 143-215.1 OC, must apply for coverage under an
Animal Waste Operation General Permit. Upon receipt of this letter, your farm has sixty (60) days to submit the attached
application and all supporting documentation. In accordance with Chapter 626 of 1995 Session Laws (Regular Session
1996), Section 19(c)(2), any owner or operator who fails to submit an application by the date specified by the
Department SHALL NOT OPERATE the animal waste system after the specified date. Your application must be
returned within sixty (60) days of receipt of this letter. Failure to submit the application as required may also subject your
facility to a civil penalty and other enforcement actions for each day the facility is operated following the due date of the
application.
The attached application has been partially completed using information listed in your Animal Waste Management
Plan Certification Form. If any of the general or operation information listed is incorrect please make corrections as noted on
the application before returning the application package. The signed original application, one copy of the signed application,
two copies of a general location map, and two copies of the Certified Animal Waste Management Plan must be returned to
complete the application package. The completed package should be sent to the following address:
North Carolina Division of Water Quality
Water Quality Section
Non -Discharge Permitting Unit
1617Mail Service Center
Raleigh, NC 27699-1617
If you have any questions concerning this letter, please call J R Joshi at [phone] extension 363;or Alan
Johnson with the Mooresville Regional Office at [phone],
Sin ely, s
r
or Kerr T. Stevens
cc: Permit File (w/o encl.)
Mooresville Regional Office (w/o encl.)
1617 Mail Service Center, Raleigh, NC 27699-1617 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
Bell Dairy
315 Bell Farm Road
Statesville NC 28625-8514
Attn: L. Perry Bell
V Dear L. Perry Bell:
/ •0XMA •
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
October 20, 2000
Subject: Certificate of Coverage No. AWC490044
Bell Dairy
Cattle Waste Collection, Treatment,
Storage and Application System
Iredell County
In accordance with your application received on April 10, 2000, we are forwarding this Certificate of
Coverage (COC) issued to Lucius Perry Bell, III, authorizing the operation of the subject animal waste
collection, treatment, storage and land application system in accordance with General Permit
AWG200000. This approval shall consist of the operation of this system including, but not limited to,
the management of animal waste from the Bell Dairy Farm, located in Iredell County, with an animal
capacity of no greater than 180 dairy cows and 25 calves and the application to land as specified in the
Certified Animal Waste Management Plan (CAWMP).
The COC shall be effective from the date of issuance until April 30, 2003. Pursuant to this COC, you
are authorized and required to operate the system in conformity with the conditions and limitations as
specified in the General Permit, the facility's CAWMP , and this COC, with no discharge of wastes to
surface waters. An adequate system for collecting and maintaining the required monitoring data and
operational information must be established for this farm. Any increase in waste production greater than
the certified design capacity or increase in number of stocked animals above the number authorized by
this COC will require a modification to the CAWMP and this COC and shall be completed prior to
actual increase in either wastewater flow or number of animals.
Please be advised that any violation of the terms and conditions specified in this COC, the General
Permit or the CAWMP may result in the revocation of this COC, or penalties in accordance with NCGS
143-215.6A through 143-215.6C including civil penalties, criminal penalties, and injunctive relief.
Upon notification by the Division of this COC's expiration, you shall apply for its renewal. This request
shall be made within 30 days of notification by the Division.
1617 Mail Service Center, Raleigh, North Carolina 27699-1617
An Equal Opportunity Affirmative Action Employer
"telephone [phone] FAX [phone]
50% recycled/ 10% post -consumer paper

Certificate of Coverage AWC490044
Bell Dairy
Page 2
This COC is not automatically transferable. A name/ownership change application must be submitted to
the DWQ prior to a name change or change in ownership.
If any parts, requirements, or limitations contained in this COC are unacceptable, you have the right to
apply for an individual non -discharge permit by contacting the engineer listed below -for information on
this process. Unless such a request is made within 30 days, this COC shall be final and binding.
The subject farm is located in the Mooresville Regional Office. The Regional Office Water Quality
Staff may be reached at [phone]. If you need additional information concerning this COC or the
General Permit, please contact Sue Homewood at [phone] ext. 502.
Sincere] ,
J.- Kerr T. Stevens
cc: (Certificate of Coverage only for all cc's)
IredellCounty Health Department
Mooresville Regional Office, Water Quality Section
Iredell County Soil and Water Conservation District
Permit File
NDPU Files

State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
Non -Discharge Permit Application Form
(THIS FORM MA Y BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
General Permit - Existing Animal Waste Operations
The following questions have been completed utilizing information on file with the Division. Please
review the information for completeness and make any corrections that are appropriate. If a
question has not been completed by the Division, please complete as best as possible. Do not leave
any question unanswered. ,
I. GENERAL INFORMATION:
L I Facility Name: Bell Dairy___
1.2 Print Land Owner's name: _ Lucius Perry Bell. III _
1.3 Mailing address: 315 Bell Farm Road
City, State: Statesville NC Zip: 28625-8514
Telephone Number (include area code):1704) 873-0441
1.4 County where facility is located: Iredell
1.5 Facility Location (Directions from nearest major highway. Please include SR numbers for state roads. Please include a copy
of a county road map with the location of the farm identified): East of Statesville. From Hwy_70E. North on (SR 2316)
Bell Farm Rd. approx. 2 mi. farm on Ri ht. Sin at driveway
About 1/2'mi east Fourth Creek.
1.6 Print Farm Manager's name (if different from Land Owner):
1.7 Lessee's / Integrator's name (if applicable; please circle which type is listed):
1.8 -Date Facility Originally Began Operation:
1.9 Date(s) of Facility Expansion(s) (if applicable):
2. OPERATION INFORMATION:
2.1 Facility No.: 49 (county number); 44 (facility number).
2.2 Operation Description: attIe operation
Dairy
439- Certified Design Capacity
Is the above information correct? 0 yes; Zino. If no, correct below using the design capacity of the facility
The "No. of Animals" should be the maximum number for which the waste management structures were designed.
Type of Swine No. of Animals
• Wean to Feeder
• Feeder to Finish
• Farrow to Wean (# sow)
• Farrow to Feeder (# sow)
• Farrow to Finish (# sow)
Other Type of Livestock on the farm:
Type of Poultry
• Layer
• Non -Layer
• Turkey
No. of Animals Tvoe of Cattle No. of Animals
• Dairy
• Beef
No. of Animals:
FORM: AWO-G-E 5/28/98 Page 1 of 4 49 - 44

2.3 Acreage cleared and available for application (excluding all required buffers and areas not covered by the application
113��9.� nW
f system): 58-2 : Required Acreage (as listed in the AWMP): 119
2.4 Number of lagoons/ storage ponds (circle which is applicable): Z
2.5 Are subsurface drains present within 100' of any of the application fields? YES or ® (please circle one)
2.6 Are subsurface drains present in the vicinity or under the lagoon(s)? YES or (0 (please circle one)
2.7 Does this facility meet all applicable siting requirements? (Swine Farm Siting Act, NRCS Standards, etc.) (Swine Only)
YES or NO (please circle one)
What was the date that this facility's swine houses and lagoon were sited?
,. What was the date that this facility's land application areas were sited?
3. REQUIRED ITEMS CHECKLIST --
Please indicate that you have included the following required items by signing your initials in the space provided next to each
item.
Applicants Initials
3.1 One completed and signed original and one copy of the application for General Permit - Animal
Waste Operations;
3.2 Two copies of a general location map indicating the location of the animal waste facilities and
field locations where animal waste is land applied;
3.3 Two copies of the entire Certified Animal Waste Management Plan (CAWMP). If the facility
does not have a CAWMP, it must be completed prior to submittal of a general permit application
for animal waste operations.
The CAWMP must include the following components. Some of these components may not
have been required at the time the facility was certified but should be added to the
CAWMP for permitting purposes:
3.3.1 The Waste Utilization Plan (WUP) must include the amount of Plant Available
Nitrogen (PAN) produced and utilized by the facility.
3.3.2 The method by which waste is applied to the disposal fields (e.g. irrigation,
injection, etc.)
3.3.3 A map of every field used for land application.
3.3.4 The soil series present on every land application field.
3.3.5 The crops grown on every land application field.
3.3.6 The Realistic Yield Expectation (RYE) for every crop shown in the WUP.
3.3.7 The PAN applied to every land application field.
3.3.8 The waste application windows for every crop utilized in the WUP.
3.3.9 The required NRCS Standard specifications.
3.3.10 A site schematic.
3.3.11 Emergency Action Plan.
3.3.12 Insect Control Checklist with chosen best management practices noted.
3.3.13 Odor Control Checklist with chosen best management practices noted.
3.3.14 Mortality Control Checklist with the selected method noted.
3.3.15 Lagoon/storage pond capacity documentation (design, calculations, etc.). Please be
sure to include any site evaluations, wetland determinations, or hazard classifications
that may be applicable to your facility.
3.3.16 Operation and Maintenance Plan.
If your CAWMP includes any components not shown on this list, please include the
additional components with your submittal.
FORM: AWO-G-E 5/28/98 Page 2 of 4 49 - 44

Facility Number: 49 - 44
Facility Name: Bell Dairy
4. APPLICANT'S CERTIFICATION:
I. _ L, Perry PJ1 (Land Owner's name listed in question 1.2), attest that
this application for .,eel/ �f�a 'c _ (Facility name listed in question 1.1)
has been reviewed by me and is a cc uratey nd 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.
Signature
Date / -r C'-V
5. MANAGER'S CERTIFICATION: (complete only if different from the Land Owner)
1, T (Manager's name listed in question 1.6), attest that this
application for (Facility name listed in question 1.1)
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 as incomplete.
Signature Date
THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING INFORMATION AND MATERIALS,
SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DIVISION OF WATER QUALITY
WATER QUALITY SECTION
NON -DISCHARGE PERMITTING UNIT
1617 MAIL SERVICE CENTER
RALEIGH, NORTH CAROLINA 27699-1617
TELEPHONE NUMBER: [phone]
FAX NUMBER: [phone] `
FORM: AWO-G-E 5/28/98 Page 3 of 4 49 - 44

DIVISION OF WATER QUALITY REGIONAL OFFICES (1198)
Asbevilk Regional WQ Supervisor
59 Woodfin Place
Asheville, NC 28801
(szgj 251-6208
Fax (e_g}251- 452
Avery
Macon
Buncombe
Madison
Burke
McDowell
Caldwell
Mitcbell
Cherokee
Polk
Clay
Rutherford
Graham
Swain
Haywood
Transylvania
Henderson
Yancey
Jackson
Fayetteville Regional WQ Supervisor
Wachovia Building, Suite 714
Fayetteville, NC 28301
(910) 48fr1541
Fax [phone]
Washington Regional WQ Sup yr =
943 Washi tm Square Mill
Washington, NC 27889
(2Sz) 94b-6481
Fax [phone] -
Beau&rt Jones
Bettie Lenoir
Cbowan
Pamlico
Craven
Pasquotank
Cur ituck
Perquimans
Dare
Pitt
Gates
Tyrell
Greener
Washingtm
Hertford
Wayne
Hyde
Mooresville Regions] WQ Supervisor
919 North Main Suvex
Mooresville, NC 29115
[phone]
Fax (704) 663-�
Raleigb Regional WQ Supwvisos
3900 Barrett Dr.
Raleigh, NC X7611
[phone]
Fax [phone]
Chatham
Nash
Durham
Northampton
Edgecambe
Franklin -
Orange
Person
Granville
Yana
Halifax
wake
Johastaa
Warren
Lee
aidscn
W'slmingtoe Regina WQ Supervisor
127 Cardinal skive Extension
'%''Amingtoa. NC 284QS-3845
[phone]
Fax [phone]
Anson Moore Alexander Uncoln Brunswick New H=vw
B]adcn Richmond Cabarrus Mecklenburg Carteret ouslow
Cumberland Robeson Catawba Rowan Columbus Pader
Harnett Sampson Cleveland Stanly Duplin
Hoke Scotland Gas= Union
Montgomery U rdell
Winston-Salem Regional WQ Supmvisar
585 Wavghtown Street
Vrm9on-Salem, NC 271W
(33Q 7714600
Fax (33L) 771-4631
Alataancc Roc ngham
Allegheny Randolph
Ashe Stolcrs
Caswell Sorry .
Davidson Wataaga
Davie Winces
Forsyth Yadkin
Guilford
FORM: AWO-G-E 512819E Page 4 of 4

Certification Amendment for Cattle Facilities
Facility Number �s� �Y Facility Name Bell DO., r
Number of Animals Facility is Certified for Date of Certification
Please indicate the maximum number of animals that your animal waste management system is designed to
accommodate:
Dairy Milking / to
Dry cows
Heifers
Calves Z 5-
Beef Brood Cows
Feeders
Stockers
TOTAL CONFINED ANIMALS 2 O S **
** If this total is equal to the number that your facility is certified for, you do not need to complete the rest of this
form. If the above total number of animals is different than your certified number but it is what your technical
specialist evaluated when your facility was certified, please have your technical specialist amend the certification by
completing the section below. If your facility was not previously evaluated and certified for the maximum design
capacity, you must have a technical specialist recertify your facility. Your certification number should be the
maximum number of animals (cows, heifers, calves, etc.) that your animal waste management system can
accommodate.
Please use the space below to describe the operation.
Amended Certification (only needed if the incorrect number of animals was previously certified):
By signing this you are certifying that the animal waste management system at this facility has been evaluated for
the maximum number of animals that it can appropriately accommodate; however, the original certification did not
correctly represent this number (shown above as Total Animal Number).
Farm owner/applicant
SignatureDate yr5
Farm manager (if applicable)
Signature Date
Technical Speci y
Signature Date r o c
Phone Number (76 y) g 7 3— G 76
N.C. DIVISION OF WATER QUALITY
NON -DISCHARGE PERM nTING UNIT
1617 MAIL SERVICE CENTER,
RAL.EIGH, NORTH CAROLINA. 27699-1617

r
i
.. sic vs � ;'�. ; . /�' , • � , 1�>, .a'iy, ' f .
• � � 1 : J - � Lam;'"" .` � � �� ai ` � -, � }�`ri-.;
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]� X � : �1 ��� w --i � .'��1�� �I��r ri f /' � r Y't' � t � t�f�c,:• y � �;° rp ✓ 1
( _ I
� t

6
ROW Hai�,
November 15,1996..

OPERATION and MAINTENANCE PLAN
..........
0260 C , e . r_tr i _F-i ca-ti on
n "Pl''a n
FARM SKETCH
Ledgend
s
FOd Nmbea
woodland
Planned Fence
Existing Fence ;j
PW=d WSP NOW
Road Number
need WSP f2
Funwil F;.=.. Stook Tmd
!U4VY Ams.
Cr
*Livestock Exclusion (fence) must.be set back a min. of 5 ft.
from tOP Of stream bank. Planned:lf'ance is for livestock
exclusion from WSP.
11 VAP

The total amount of waste and waste water produced per year in
both WSP#1 and WSP#2 is 2,887,027 gals. or 106.3 acre inches with
6,656 lbs.N. WSP#1 has a calculated storage period of 216 days.
WSP#2 has designed storage period of 180 days. Therefore, both
will need to be pumped at least every six (6) months. WSP#2 will
be better managed if multiple applications are made to the same
area. This can be done due to the low nutrient content. (See
details below for further explanations)
The amount of waste and parlor water contained in WSP#1 is
270,454 gallons or 9.96 acre inches with 2,420 lbs.N per storage
period.
The amount of polluted runoff contained in WSP#2 is 1,216,667
gallons or 44.8 acre inches with 1,299 lbs.N per storage period.
The gun has an output of 290 gpm; with one third inch application
it requires a travel speed of 5.5'/min. The reel has hose length
of 850, divided by 5.5,1per min. which equals 155 min/pull. At
155 min/pull x'290 gpm = 44,950 gal/pull or 1.66 acre
inches/pull:
WSP#1 - With 1.66 ac.in./pull X 243 lbsN/ac.in. = 402 lbsN/pull.
Given the reel has a hose length of 850 ft. and an application
width of 280 ft. = 5.5 acres/pull. With 402 lbsN/pull divided by
5.5 acres = 73 JbsH Fer acre being applied. At this rate it will
take approximately 33 acres to empty WSP#1 with a single
application. Two applications could be made and reduce the
acreage to 16.5 acres. This will also help meet more of the N
requirements of the crop by applying 146 IbsN/acre.
WSP#2 - With 1.66 ac.in./pull X 29 lbsN/ac.in. = 48 lbsN/pull.
Given the reel has a hose length of 850 ft and an application
width of 280 ft. = 5.5 acres/pull. With 48 lbs.N/pull divided by
5.5 acres = 8.7 IbsN per acre being applied. At this rate waste
water can be applied to fields #3 , 7a, 8, 9 three different times
per storage period, to help with replenishment of moisture for
the crop. These three applications will be applying
approximately 26 IbsN/ac.
19

Yahoo Jimmy Carter saysP4ge 2 'Clinton hasi­ not b.'* of 3
'
Representatives that impeachment procb6dings be' held' that a,
hearing be held, and because ofith * e highly partisan alignment'
within the House of Representatives and -because Republicans have a
majority, I think - it is likel�!--�- more than a 50-50,,chance that
said.,
the House will vote impeachment;'' Carter
He told students that 'impeachment, which requires a_simple,­
ma3ority in the House, was a.form 6f':indictment that ":did not,',
automatically mean removal'from.office. Carter said:h6,did not
believe the Senate., which serves as a'jury in such proceedings,
would have the necessary two-thirds vote'to remove Clinton from
office.
'My prediction is -that the Senate will not,mardhal'a two-thirds
vote,'' Carter said, adding the presidehcy had nonethel6ss been,
damaged "by his (Clinton's), embarrassing ' circumstance. 11
"I would say a lot of damage has been done, but not in'any case
fatal or permanent damage," Carter said.;
'The majority of people in the United States, when polled, do not
want President Clinton removedifrom office,." he said:
''Even th-uffh . he will be damaged in his"moral reputation and
perhaps in his influence with the.
Congress and maybe with the
American people, our nation will survive.'''
Carter's criticism was the second time in less than'a week that..he
has broken ranks with the White -House.
_'Last�"Thursday he urged an investigation .into whether a Sudanese
facto�ry wrecked by U.S. missiles last'.month was making ingredients
for chemical weapons, as the White House charged when the Khartoum
plant was wrecked by'missiles in retaliation-forbomb attacks on
iU.S..'embassies in Kenya and Tanzania.,
Carter on Tuesday night repeated his call for an investigation -
into, -the factory and warned the White House that military attacks
were not the best way to fight ,terrorism.
We are responsible, in many ways, to help reduce terrorism.
"(But) I don't think the best way is to make direct military
-attacks, which in the process can kill innocent people, whidh
arouses more support for the terrorists,"' Carter said:
"Sometimes, we might.be mistaken.'"
Related News Categories: international, options, politics, US
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http://biz.yahoo.com/rf/980923/d.html,- 9/23/98

02 -) ali qs-y 5a7 � 6efi.je-

MET -TEN WERAUTUDIT-0
These figures do not take in the amount of time to agitate
(which must be done thoroughly) and set up equipment. This extra
amount of time needs to be figured in the management operation of
the dairy to satisfactorily handle all waste produced. The
limiting factor, which is the concern with the operation of these
waste storage ponds, is the infiltration rate. This is the
highest possible application rate and still prevent runoff.
With two(2) storage periods (or cycles) per year, the waste will
need to be applied as follows:
1st Cycle:
WSP#1 - Beginning in March, the WSP will be emptied and applied
to Corn land in fields 3 (25.6 ac). At the rate the gun will be
operating, there will only be 73 lbs.N/ac. applied and will take
approximately 6 full length pulls to empty the WSP/storage
period. These 6 pulls will only cover 33 ac. To better utilize
the nutrients,, two (2) applications will be made to.field #3.
This will,be applying 146 lbsN/ac and the additional 55 lbs of
N/acre required will have to be met by some other means.
WSP#2 - Beginning in March or April, the WSP will be emptied and
applied to fields 3,7a,8,9 (53.6 ac). At the rate the gun will
be operating and given the amount of water contained in WSP#2
when full, 27 pulls (at full length) will be all that can be
made. It is recommended to make three (3) applications to these = '��t1
fields because of the benefit to be gained rom using the waste Q.c
water throughout the summer months to help maintain the needed
moisture level for the crop. With these applications, field 3
will require 29 lbsN/ac extra and fields 7a,8,9 will require 151
lbsN/ac extra to be met by some other means.
Caution when making multiple applications. There must be a ten (10) day
rest period between applications without any additional rainfall to prevent
runoff.
20

2nd Cycle:
WSP#1 - Beginning in September the WSP will be emptied and
applied as pre plant for Small Grain in fields 3,7a (30.8 ac).
At the rate there will be a need to pick-up 2.2 more acres to
prevent over application. With the rate the gun will be
operating, there will only be 73 lbs.N/ac. applied. It will
take approximately 6 full length pulls to empty the WSP/storage
period. Field 3 will require an additional 8 lbsN/ac.
WSP#2 -- Beginning in October, the waste water will be applied to
fields 5,7a,8,9. There will be three (3) a licatio de to
each field. This will amount to 26 lbsN/ac being applied. After
app ications from both waste storage ponds have been made, field
7a requires an additional 5 lbsN/ac. to meet the needs of the
crop and fields 5,8,9 requires an additional 102 1bsN/ac.
Caution when making multiple applications. There must be a ten (1 Q) day
rest period between applications to prevent runoff.
The actual application times could be adjusted to better
coincide with the production stage of the crop. These
times are a minimum to prevent over application of nutrients.
21

ESTIMATE OF PLANT AVAILABLE NITROGEN
�� ► .:_0-0
Amount of Waste Produced Per Year (WSP#1)
a animals X IQ gallons of waste/1000 lb. cow/day
X 3_0 days X 43W conf in.
= 272,645 gallons of waste per year
110 animals X 7 gallons of gxcess water/animal/day X 3M days
= 281. 050 gallons of e_x_cess water per year
1 7?,¢45 gallons of waste/year + 281.050 gallons of excess
water/year
= 453.695 Total gallons of waste water per year
27,154 gallons/acre inch
= 16.7 acre inches per year.
STORAGE DAYS OF WSP#1
60,654 cuft/yr
7.48 gal/cuft
36.157 ,suft (storage volume of WSP#1) = 0.60 year storage
60,654 cuft/yr produced
0.60 yr X 12 mos/yr = 7.2
11

WASTE APPLICATION TABLES
The crop fields shown in the Waste Application Tables that follow are
available for waste application. It will not be necessary and may not
be desirable to apply waste to each of these fields in any given year.
The Lbs. of Nitrogen Per Acre shown in the tables are estimated annual
nitrogen (N) requirements of the crop to be grown based on the
potential productivity of the soil and assuming no double cropping.
The Recommended Lbs. of N to be Applied per acre indicates the
Nitrogen that can be reasonably applied to the crop and used by the
crop in a timely manner using animal waste alone. It will not be
practical to meet all the nutrient needs of some crops with animal
waste. Supplemental applications of commercial fertilizer may be
required during the growing season in order to meet all crop nutrient
needs. It is assumed that for certain row crops only a fraction of
the total annual nitrogen requirement can be applied using animal
waste.
The landowner shall record the actual waste application volume made on
each field on the Department of Water Quality -Waste Application Record
Form.
The following legend explains the crop codes used in the field
application tables:
NITROGEN
CROP
CROP
PRODUCTIN
REQUIREM'T
CODE
UNITS
LBS./UNIT
CG I CORN - GRAIN
CS I CORN - SILAGE
HCS I HAY, COOL SEASON, NOT GRAZED
BUSHELSI 1.13
TONS 1 11.8
TONS 1 45
HGL I HAY, GRASS -LEGUME MIX, NOT GRAZED I TONS 1 20 1
j HSG I' HAY, SMALL GRAIN, NOT GRAZED I TONS 1 55 1
j PCS I PASTURE, COOL SEASON I AUM 1 13.34 1
OG I OATS - GRAIN ONLY
WG I WHEAT - GRAIN ONLY
15
BUSHELSI 1.15
BUSHELSI 2.3

Table 1 : WASTE APPLICATION FIELDS OWNED BY PRODUCER
Tract Field
No. No.
rcYCLE i-1
Recommended
Soil Realistic Lbs. N Lbs. N to
Type Crop Anticipated Acresl Required to be
Code Code Yield Useable Per Ac. Applied2
4144
3
CfC2
CS
17 tons/a
25.6
201
172.
4144
7a
AsC2
CS
19 tons/a
5.2
224
26
4144
8
AsB2
CS
19 tons/a
21.0
224
26
4144
9
AsB2
CS
19 tons/a
1.8
224,
26
TOTALS THIS TABLE :
53.6
873
250
rCYCLR 21
4144
3
1 CfC2
WG
35 bu/ac
25.6
81
73 '
4144
5
AsB2
WG
45 bu/ac
14.6
104
99
4144
7a
AsC2
WG
45 bu/ac
5.2
104
26
4144
1 8
AsB2
WG
45 bu/ac
21.0
104
26
4144
9
AsB2
WG
45 bu/ac
1.8
104
26
TOTALS THIS TABLE :
68.2
497
250
1 The useable acreage represents the total acreage of the field minus
the required buffer areas which border streams or residential
areas. Actual total acres in the fields listed may, and most
likely will be, more than the acres shown in the tables.
2 This N is from animal waste only. This is a total of N per acre
being applied from the the different Waste Storage Ponds multiplied
by the multiple applications. If nutrients from other sources such
as commercial fertilizer are applied, they must be accounted for.
N must be based on realistic yield expectation.
W5P -#-I : 73 �lrG►�-
U5sr dZ g plaz're'
17 fci , ) k

Application of waste by irrigation
Using a Traveling Gun
Field No.
Tract No.
Soil Type
Crop
Application
Rate
fin./hr.)
Application
Amount
(inches)
Travel
Speed
Ift/ain)
3
4144
CfC2
CS / WG
.30
2.95 / 2.15
5.5
5
4144
CfB2
WG
.30
2.15
5.5
7a
4144
AsC2
CS / WG
.35
2.65 / 2.15
4.75
8
4144
A$B2
CS / WG
.35
2.65 / 2.15
4.75
9
4144
AsB2
CS / WG
.35
2.65 / 2.15
4.75
THIS TABLE IS HOT HEEDED IF WASTE IS NOT BEING APPLIED BY IRRIGATION, HOWEVER A SIMIM TABLE WILL HE HEEDED FOR DRY LITTER OR SLURRY.
23

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� 1
RECEIVED
,
WATER OUAL,ITYSECTiON
0 APB A 0 2000 4
,
! ,
IF 4
013 �/a�/1 Non -Discharge Pe
rmitting !
! ,
OF !
Yredell County, North Carolina
,
! ,
! !
OPERATION
/ /
!
i And
! !
! !
! !
! /
MAINTENANCE PLAN
! !
!
! !
(0200 Certification Plan)
! !
f !
! !
For a herd size of:
0.
190 animals
,
OF
! !
/
! !
!
/
! !
/ !
! !
/ !
/ !
In Cooperation with the r
Iredell Soil and Water Conservation District
,
March 14, 2000

OPERATION and MAINTENANCE PLAN
t
9i5%`i4'i''.!'r'' »a.. ON
i*J; `
ii:r�
.0200 Certification Plan
• TABLE OF CONTENTS
FARMSKETCH........................................................................................................II
SYSTEM OVERVIEW.............................................................................................III
1. WASTE STORAGE POND................................................................................I
2. AGITATION AND APPLICATION SYSTEM .....:............................................ I
3. CONTAMINATED LIQUID COLLECTION SYSTEM....................................2
4. VEGETATED DIVERSION...............................................................................3
5. VEGETATED BUFFERS...................................................................................3
d. LIVESTOCK EXCLUSION................................................................................4
7. STOCK TRAILS.................................................................................................4
. 8. HEAVY USE AREA PROTECTION.................................................................5
9. GENERAL COMMENTS..................................................................................5
10. EMERGENCY ACTION PLAN .................................................... ...............7. . .
11. WASTE UTILIZATION PLAN.......................................................................8
12: APPENDICES (Irrigation Operation & Maintenance Plan,
Waste Sample Collection Information, etc.).......................................................(end)
N
.1

OPERATION and MAINTENANCE PLAN
•
•
•
.0200 Certification Plan
FARM SKETCH
stream
Feild Numbers
WaodlaW
Planned Fence
Existing Fexe:
Planned WSP
Road Number
SRza►e;
i
*Livestock Exclusion (fence) must be set back a min. of 5 ft.
from top of stream bank. Planned. -fence is for livestock
exclusion from WSP..
II

F� OPERATION and MAINTENANCE PLAN
�7 rft a •�.�A'N.vsr .SF` n � t � f �. ��` sw �3�•y� i.`'� fir ''""rta`- '^F�` t�1+ k °y_��ytrz � .r`�`' ` �' '
.0200 Certification Plan
• SYSTEM OVERVIEW
This Animal Waste Management System consists of the following components:
1. WASTE STORAGE POND
2. AGITATIONS AND APPLICATION SYSTEM
3. CONTAMINATED LIQUID COLLECTION SYSTEM
4. SOLID WASTE STORAGE STRUCTURE
S. VEGETATED DIVERSION
6. VEGETATED BUFFERS
7. LIVESTOCK EXCLUSION
8. STOCK TRAILS
9. HEAVY USE AREA PROTECTION
All solid waste will be scraped from the lots and stored in the WASTE STORAGE POND #1 (WSP#1).
All contaminated water from the milking center (wash, and parlor) will be piped into WSP#1. All
polluted runoff water will be collected and stored%in WSP#2. All waste contained in both WSPs will be
land applied at agronomic rates. WSP#1 is designed to provide 216 days storage for the solid wastes
produced by 130 head milking herd. WSP#2 is designed to provide 180 days of storage for all the
runoff.
This Animal Waste Management System is designed to prevent discharge of Animal Waste
• Contaminates to surface waters from the twenty-five (25) year, twenty-four (24) hour storm, as required
under the Non -discharge regulations.
III

OPERATION and MAINTENANCE PLAN
a � `�,��r-•' � f5 �' ter; .�
.0200 Certification Plan
i 1. WASTE STORAGE POND
OVERVIEW
The Waste Storage Pond #1 is designed to store the average feedlot manure and waste water from
the milk barn for a 216 day period. The WASTE STORAGE POND consists of an earthen dam,
clay material, and curbing for discharging manure into the WSP. Waste Storage Pond #2 is
designed to store the average runoff from the feedlots and.Heavy Use Areas. It is also designed to
handle a 25yr, 24hr storms and rainfall from both WSP's. A permanent marker is set in WSP#2
indicating the level of storage available prior to infringing on the 25 year, 24 hour storm capacity.
OPERATION
The level of management for the entire system will determine the service life of the WSPs. Over
time it is expected that some solids will accumulate in the WSP. The accumulated solids should not
reduce the usable capacity to a point, which requires removal of the solids for many years IF
adequate waste agitation is maintained. In contrast, poor management will result in the rapid
accumulation of solids that will reduce the usable capacity of the WSP to the point that some form
of dredging will be required.
1i F.V `Zll11:X ".LL60
• Vegetation on the dam should be inspected periodically and reseeded as needed to maintain a
vigorous stand. The dam should be mowed at least annually to prevent woody growth. Mowing
operations must take place only when the soil of the dam is dry, and vegetation should not be
mowed to a height of less than four(4) inches at any time. Any evidence of sloughing or seepage
should be reported to the Iredell Soil & Water Conservation District office immediately..
0
2. AGITATION AND APPLICATION SYSTEM
OVERVIEW
The AGITATION AND APPLICATION SYSTEM consists of a PTO driven agitation system and
an Underground Main and Hydrants. Gra-Mac Distributing Co designed the Underground Main
and Hydrants.
See enclosed OPERATION AND MAINTENANCE PLAN for The Dairy Waste Irrigation System
for additional details.
.I*

OPERATION and MAINTENANCE PLAN
.0200 Certification Plan
OPERATION
• The initial step in each irrigation operation is to properly agitate the waste in the Storage Pond. The
importance of agitation cannot be stressed enough. It is very important to agitate long enough to
thoroughly dilute solids that will accumulate in the WSP. In most cases this must be done for
Nearly a half -day and others Ionger, just prior to pumping. If application equipment (irrigation or
spreader) is owned consult owner's manuals for recommended operational procedures.
0
Irrigation operation should be initiated prior to the liquid level reaching the full storage level marker
in the structure. When the liquids level in the WSP reaches the marker, liquids must be removed by
pumping from the structure, either into the irrigation system or to a spreader tank for land .
application. Do not irrigate in such a manner as to cause runoff or erosion. Do not irrigate on
frozen or saturated soils. Irrigate only until soil is near saturation point.
1► lYia" W"i• 19N
Fields that receives waste application should have soil tested annually. It is advised that
recommended that waste and soil sample results be used in conjunction with each other.
The pattern indicated on Irrigation System Plan Map shows a nearly 3/4 pattern. It needs to be
altered to a half circle and care should be made to stop application equipment so as to prevent waste
from being applied within 25 ft of stream (See Waste Utilization Plan; Required Specifications,
#11).
3. CONTAMINATED LIQUID COLLECTION SYSTEM
OVERVIEW
The Contaminated Liquid Collection System consists of curbing around the lower concrete lanes to
better direct runoff from those areas to the slip pad for WSP#2. The clean water runoff from the
area above WSP#1 will be conveyed by a diversion and into a junction box that will allow the
runoff to be either discharged into WSP#1 or WSP#2. The normal operation will allow this water
to flow from the junction box out a 24" Corrugated Plastic Pipe and outlet on the other side of the
hill.
2

OPERATION and MAINTENANCE PLAN
.0200 Certification Plan
• MAINTENANCE
Inspect the concrete components of the Contaminated Liquid Collection System for cracks or other
damage, and make repairs or replace as needed. Inspect the junction boxes seasonally and remove
accumulated solids. Annually inspect the pipe, and clean and as needed.
4. VEGETATED DIVERSION
OVERVIEW
The Vegetated Diversion will be located above the Waste Storage Pond #1 and will convey non -
contaminated runoff around the structure. There is also a Diversion planned above the trench silos
to divert roof runoff of calf barn from Waste Storage Pond #2.
MAINTENANCE
The vegetation in the diversion should be inspected periodically
. and reseeded as needed to insure a vigorous stand. It is essential that neither vehicles nor livestock
be allowed to create travel lanes within the diversion. The diversion should be mowed at least
annually to prevent woody growth. The diversion may be control grazed or mowed for hay.
Grazing and mowing operations must take place only when the soils are dry, and vegetation should
not be grazed or mowed to a height of less than four (4) inches. If sedimentation has reduced the
capacity of the channel, contact the Iredell Soil and Water Conservation District for technical
assistance in correcting this problem.
5. VEGETATED BUFFERS
OVERVIEW
The Vegetated Buffers serve a two -fold purpose; they filter sediment from exposed feeding and
lounging areas. Their width is based on slope of land and proximity to streams. These areas can be
control grazed or mowed for hay to prevent unwanted growth. These buffers are used in lieu of
storage structures. Proper maintenance of these buffers must be followed or a storage structure will
be required.
0

OPERATION and MAINTENANCE PLAN
•
S fJw%tiNv''€ y4N f.
3.
.0200
Certification
Plan
MAINTENANCE
Inspect the buffer periodically for sediment accumulation and erosion within the buffer. If grazing
does take place caution should be practiced to prevent overgrazing. Grass should be a minimum of
six (6) inches. These buffers should have at least 80% ground cover. Specified width must be
maintained.
6. LIVESTOCK EXCLUSION
OVERVIEW
Livestock Exclusion will be installed according to MRCS standard 382 (Fencing), where
recommended by the technical specialists. Livestock Exclusion will be installed at locations as
indicated on plan maps.
MAINTENANCE
Inspect the Livestock Exclusion periodically for mechanical damage or rot. If fencing wire
• becomes loose, re -tighten to original specifications. If fence posts are rotted or damaged in any
way, replace damaged posts with a post which meets the
original specifications.
C� J
7. STOCK TRAIL(S)'
C�IA 31 AIA i VAIA
The Stock Trail improves access to forages and water by means of a stabilized trail which reduces
erosion often caused from such walkways. The Stock Trail is placed at the location indicated on
sketch. It consists of an area graded, covered with a geotextile material and gravel placed on top.
MAINTENANCE
Inspect the Stock Trail periodically for any soft spots or damaged areas. If the gravel gets thin,
more should be applied to the recommended depth. The designed depth should be maintained over
the entire area for it to remain structurally sound. If an accumulation of waste should occur, the
trail will need to be lightly scraped and hauled off to be applied at agronomic rates to a field
mentioned in the Waste Utilization Plan.
4

OPERATION and MAIN TEN AN CE PLAN
E
40
.0200 Certification Plan
8. HEAVY USE AREA PROTECTION
OVERVIEW
The Heavy Use Area Protection is in place at locations indicated on sketch. It consists of an area
graded, covered with a geotextile material and gravel placed on top.
MAINTENANCE
Inspect the Heavy Use Area Protection periodically for any soft spots or damaged areas. If the
gravel gets thin, more should be applied to the recommended depth. The designed depth should be
maintained over the -entire area for it to remain structurally sound. If an accumulation of waste
should occur, the area will need to be lightly scraped and hauled off to be applied at agronomic rates
to a field mentioned in the Waste Utilization Plan.
GENERAL COMMENTS
AGREED TO ITEMS
A Junction Box will need to be installed in existing Diversion around WSP#1 to allow for piping of
runoff water away from lounge lots. A' 24" Corrugated Plastic Pipe (CPP) will be needed to handle
the 25 yr, 24hr storm event.
Curbing needs to be installed along the concrete lanes going from heifer area and the feeding trough
near silos:This is needed to contain the runoff, on the lot and to direct it to the slip pad for WSP#2.
The Emergency Spillway (ESW) Pipe in WSP#1 will need to be put back to original design
condition.
k

OPERATION and MAINTENANCE PLAN
40
' _ �.�-:}e +' ^}^ � � �,� tia � r r a?' �°�Is�� � i n'�y•r r r q.�Y%" i -...-. r T� �y �'( �v -x � r?� - �' �� d
.'yi ., ....�..i�-. �Y�;.,....4J.�..P•.L. was.-ri5 �.;�_.: t�.a:��i��� y35;-�,.:��...��:.w'--.s�:"'.�.��'�.:.wc,...Ru..''':M{...:.t!2`4:,.^�a3�...'�::-F,..-aa .::., .:c.�.l�: �:�kL.`�_.,. ...
.0200 Certification Plan
PESTICIDE USE
Extreme care should be exercised with the use of all herbicides so that desirable vegetation is not
adversely affected. It is a violation of law to use any pesticide in a manner not permitted by its
labeling.
REPAIRS
Notify the Iredell Soil and Water Conservation District if repairs or major modifications are
required for any of the components of this Waste Management System.
Upon completion of all items involved in this plan, your operation will be certifiable. This plan is
for. only the number of animals and acres listed in this plan. Please notify the TECHNICAL
SPECIALISTS) that signed your Waste Utilization Plan and Certification form if operational
changes take place. ,
6
..V

EMERGENCY ACTION PLAN
In case of an emergency with the storage pond such as overflow, breaching, leakage, or the need for
emergency land application, the following actions should be taken:
1. Call the Division of Water Quality to report the problem
immediately. Your regional office of NCDEHNR DWQ is located in
Mooresville, NC.
Address: NC Division of Water Quality
919 North Main Street
Mooresville, NC 28115
Phone: [phone]
If the emergency happens.outside'of normal business hours, call the NC Emergency
Management Office in Raleigh at [phone] and ask them to contact DWQ. Give them the
name of the facility, location, and DWQ registration/certification number.
Facility Name: -Bell Dairy
Location: 1.4 miles South of Beavers Store.
DWQ Registration/
Certification Number: 4944
2. Call 911 or the Sheriffs Department at 878-3180 if there is danger to downstream property
such as residences, roads, etc.
3. Contact the contractor of your choice to begin repair of the problem to minimize off -site
damage. Some of the contractors in your area include:
iChurch Bros. Grading
[phone] or (Sam)876-4744 or (Jim)8764538
4. Contact the technical specialist who certified the waste storage pond. If this specialist is no
longer -working, contact the NRCS Area I office in Waynesville at [phone] or [phone].
Technical Specialist: John T. Stevenson
Address: 201 Water Street
Statesville, NC 28677
Phone: [phone]
5. In case emergency spreading of waste is necessary to prevent overtopping or other discharges,
please refer to your spreading records and the waste utilization plan to locate fields in which
existing conditions would allow for the spreading of waste, for the specific application rates and
minimum buffer. These fields could include any of the following:
TRACT # FIELDS
4144 3,5,7a,8,9
• This EMERGENCY ACTION PLAN should be posted in a readily available location!
7

-
f
ONRI
41
Producer: L. Perry Bell, III
Location: Statesville NC
Telephone: [phone]
Type Operation: Dairy
Number of Animals: 130
(Design Capacity)
Storage Structure(s): Waste Storage Ponds 2
Application Method(s):Irrigation
The waste from your animal facility must be land applied at a specified rate to prevent pollution
of surface water and/or groundwater. The plant nutrients in the animal waste should be used to
reduce the amount of commercial fertilizer required for the crops in the fields where the waste is
to be applied.
This waste utilization plan uses infiltration as the limiting factor when applying wastewater.
Nitrogen is the limiting nutrient. You must have the animal waste analyzed to determine nutrient
content as close to the time of application as practical and at least within 60 days of the date of
application before each application cycle. Soil nutrients in all fields where waste will be applied
must be analyzed at least annually so that all plant nutrients can be balanced for realistic yields
of the crop to be grown. Soil test and waste analysis records shall be kept for five (5) years.
Several factors are important in implementing your waste utilization plan in order to maximize
the fertilizer value of the waste and to ensure that it is applied in an environmentally safe
manner:
1. Always apply waste based on the needs of the crop to be grown and the nutrient -
content of the waste. Do not apply more nitrogen than the crop can utilize, Lime
must be applied to application fields as recommended by soil test to maintain the
plant uptake of nutrients.
2. Soil types are important as they have different infiltration rates, leaching potentials,
cation exchange capacities, and available water holding capacities.

• 3. Normally waste shall not be applied to land eroding at greater than 5 tons per acre
per year. With special precautions, (see Required Specification No. 4) waste may
be applied to land eroding at up to 10 tons per acre per year.
4. Do not apply waste on saturated soils, when it is raining, or when the surface is
frozen. Either of these conditions may result in runoff to surface waters which is
a violation of the North Carolina Division of Water Quality (NCDWQ) .0200
regulations.
5. Wind conditions at the time of field application of waste should also be considered
to avoid drift and downwind odor problems.
6. To maximize the value of nutrients for crop production and to reduce the potential
for -pollution, the waste should be applied to a growing crop. Otherwise apply
waste no earlier than 30 days prior to planting a crop or prior to forages breaking
dormancy. Injecting or otherwise incorporating the waste below the soil surface
will conserve nutrients and reduce odor problems.
7. Zinc and copper levels in the soils in all fields where waste is applied shall be
monitored and alternative application fields shall be used when these metals
approach excess levels.
This plan is based on waste application by Irrigation for this is the manner in which you have
chosen to apply your waste. If you choose to alter the method(s) of application in the future, you
need to revise this plan. Nutrient levels for various waste application methods are not the same.
The estimated acres needed to apply the animal waste are based on typical nutrient content for
Dairy systems in -North Carolina. -Actual acreage requirements shall be based on waste analysis
reports from storage structures in your waste management system. Attached you will find
information on proper sampling techniques, preparation, and transfer of waste samples to the lab
for analysis.
Your Waste Storage Ponds is designed for 180 days of temporary storage and the temporary
storage must be removed on the average of once every _SIX MONTHS. If your facility is
unroofed, in no instance should the volume of waste being stored in your structure be higher than
the maximum storage marker except in the event of a 25 year, 24 hour storm.
CJ

. Call your technical specialist after you receive the waste analysis report for assistance in
determining the amount per acre to apply and the proper application rate prior to applying the
waste.
•
P-j
The waste management system which is covered by this waste utilization plan shall be operated
only by persons which hold a valid certificate as an operator in charge of an animal waste
management system. The North Carolina Water Quality Commission will provide training and
certification of operators.
This waste utilization plan, if carried out, meets the requirements for compliance with 15A
NCAC 2H .0211(the .0260 rules) adopted by the Water Quality Commission.'
10

0 ESTIMATE OF PLANT AVAILABLE NITROGEN
FROM LIQUID WASTE
Amount of Waste Produced Per Year (WSP#1)
180 animals X 10 gallons. of waste/1000 lb. cow/day.
X 365 days X 43% confin.
= 282,510 gallons of waste per year
180 animals X 7 gallons of excess water/animal/day X 365 days
=459,900 gallons of excess water per year
282,510 gallons of waste/year + 459,900 gallons of excess water/year
= 742,410 Total gallons of waste water per year
27,154 gallons/acre inch
__.. _. ._. = 27.3 acre -inches per year.
STORAGE DAYS OF WSP#1
742,410/y_r = 99,252 cuft/yr
7.48 gal/cuft
36,157 cuft (storage volume of WSP#1) = 0.36 year storage
99,252 cuft/yr produced
0.36 yr X 12 mos/yr = 4.7

. (W3P#I continued)
Amount of Plant Available Nitrogen (PAN) Produced Per Year
243 1Total N lbs. per acre inch X 27.3 acre inches per year
= 6,6334 lbs. PAN/year.
Amount of'Waate Produced Per Year (W3P#2)
Normal Runoff (paved lots,roofs,driveways):
4.6 acres = approx. 1,216,666 gallons/6 mos. X 2 storage periods/year
. = 2,433,332 Total gallons of waste water per Year
27,154 gallons/acre inch
= 89.6 acre inches per year.
29 2Total N lbs. per acre inch
Amount of Plant Available Nitrogen (PAN) Produced Per Year
89.6 acre inches per year X 29 lbs. PAN/acre inch of waste water
= 2,598 lbs. PAN/year.
2From waste Analysis Report of similar conditions.

• ESTIMATE OF PLANT AVAILABLE NITROGEN
EROM SOLID WASTE
Amount of Waste Produced Per Year
25.___.animals,,X_ 23 _.lbs of waste/animal/day.X 365days
209,875 lbs of waste per year
209,875 lbs. of waste per year / 2000
= 105 tons of waste per year
10 *Total N lbs. per ton X .43 (Plant nutrient availability
. coefficient for appropriate
application method)
4.3 The Plant Available Nitrogen
Amount of Plant Available Nitrogen RAN) Produced Per Year
105 tons of waste X 4.3. lbs. PAN/ton of waste
= 452 lbs. PAN / year
*USDA NRCS Tech. Guide Section IV, 33-9

•
•
i
(Total animal waste and waste water volume generated in
lone year is approximately 2,969,517 gallons or 116.9
!acre inches.
9,232 Total from Liquid Waste
452 Total from Solid Waste
9,684 Total lbs. PAN per year
Applying the above amount of waste as calculated above is a big job. You should plan time and have
appropriate equipment to apply the waste in a timely manner.
Values used above are based on analysis of waste from similar livestock
operations in North Carolina (source: USDA -MRCS FOTG Practice Standard
633-Waste Utilization). Actual nutrient content of the waste from this system
may vary from these values. Waste analysis should be made of the actual
waste as soon as possible after significant waste accumulates in the storage
The applicator is cautioned that P and K may be over applied while
meeting the N requirements. In the future, regulations may require
farmers in some parts of North Carolina to have a nutrient management
Ilan that addresses all nutrients. This plan only addresses nitrogen.
14

1-1
•
Sludge accumulation should not be a factor using the existing Waste Storage Ponds, provided
thorough agitation is accomplished before and during each pump -out and provided they are
periodically emptied of all waste. Should sludge accumulations occur, the sludge must be analyzed
for nutrient levels prior to spreading.
The irrigation application rate should not exceed the infiltration rate of the soil at the time of irrigation
such that runoff or ponding occurs. Initial soil moisture content, soil structure, soil texture, water
droplet size, and organic solids limit this rate. The application amount should not exceed the available
water holding capacity of the soil at the time of irrigation nor should the plant available nitrogen applied
exceed the nitrogen needs of the crop.
It is the responsibility of the producer and irrigation designer to ensure that an irrigation system is
installed to -properly irrigate the acres shown in tables 1 through 3.- Failure to apply the recommended
rates and amounts of nitrogen shown in the tables may make this plan invalid.
Caution must be exercised in grazing -or haying forage plants under stress condition. Nitrate poisoning
may occur in livestock. Sampling forage or hay for nitrate levels is recommended.
15

i
0
S
WASTE APPLICATION TABLES
The crop fields shown in the Waste Application Tables that follow are available for waste application. It
will not be necessary and may not be desirable to apply waste to each of these fields in any given year.
The Lbs. of Nitrogen Per Acre shown in the tables are estimated annual nitrogen (N) requirements of the
crop to be grown based on the potential productivity of the soil and assuming no double cropping.
The Recommended Lbs. of N to be Applied per acre indicates the Nitrogen that can be reasonably
applied to the crop and used by the crop in a timely manner using animal waste alone. It will not be
practical to meet all the nutrient needs of some crops with animal waste. Supplemental applications of
commercial fertilizer may be required during the growing season in order to meet all crop nutrient
needs. It is assumed that for certain row crops only a fraction of the total annual nitrogen requirement
can be applied using animal -waste.
The landowner shall record the actual waste application volume made on each field on the Department
of Water Quality Waste Application Record Form.
The following legend explains the crop codes used in the field application tables:
NITROGEN
CROP
CROP
PRODUCT'N
REQUIREM'T
CODE
UNITS
LBS./UNIT
M,

C�
•
1-1
The following legend explains the soil codes which represent the specific soil types that are found in the
fields which are available for animal waste application:
SOIL
SOIL
COMMENTS REGARDING SUITABILITY
CODE
TYPE
OF SOILS FOR WASTE APPLICATION
AsB2
Appling sandy loam
2-6% slo es,eroded)
AsC2
Appling sandy loam
(6-10% slo es,eroded)
CfB2
Cecil fine sandy loam
(2-6% slo es,eroded)
CfC2
Cecil fine sandy loam
(6-10% slo es,eroded)
Cw
Chewacla
Subject to frequent flooding,
avoid during wet seasons
17

R^ -'
- - x 4.
F 1 +�''"�°� `�w't.. �� kr . 4 .{,,;; t ,� >�.z.^'�, a.r -,_�, • s e't� ��v '' _
- � .r'�,� •' ti� S' . '� �' sYp r � ,�. -
"i,: "
•,,,,n a, �- _ -
� "i 1 yc f r
41 �� r S s ry'�,r _.-� - f=� ' _�� 4 _�-t 'r"�, _,i
T;A1J"i J.:J 3 t - ', i` z•i'LJA��ONR.: �Il �� •k-s-F ; �-
rr• - i t-,
- # -.; 'ti. -..•a`aa.. i�'.�'�Z `.y _ .. -
_
� - � �~}�T,�, ;.c; `=� -� yx .,�� - -b�'- =fir fey. ��xs�• re �� -ems. :j t".»`= -� e-. _ - _ fi �t �. ZSE,Y+ ;r f5 ?�- '
.�^ a rT"z' �"�4,� yb YS'��°`' �'-.- ���y' -�-' .��c,�`:� ''m,-�'°s ^ €i �` � - x�: •'�? �f� , , ���-�� �'fR-s:� s � k za. „S� �
y _
� `!_
Table la: WASTE APPLICATION FIELDS OWNED. BY PRODUCER
WSP #I & WSP #2 - Cycle I
Recommended
Recommended
Lbs. N Lbs. N
Soil. Realistic Lbs. N Lbs. N
to be to be
Hydr. Pull
Field Type Crop'.. Anticipated Wetted Required Required
Applied Applied
No. No.
No. Code Code3 Yield/ac Acresl Per Ac. Per pl.
Per Act Per P1
4143
1
A
6&8
LmB2
CS
17
7.42
201
1,491
201
1,491
4143
1
B
8
LmB2
CS
17
7.16
201
1,439-
201
1,439
4143
1
C
8
LmB2
CS
.17
3.86
201
776
201
776
4164
1
D
10
CfC2
CS
17
5.16
201
1,037:
201
1,037
4144
2
A
3
CfC2
CS
17
5.46
201
1,097
201
1,097
4144
2
B
3
CfC2
CS
17
4.86
201
977
201
977
4144
3
7
AsC2
CS
19
6.13
224
1,373
224
1,373
4144
5
8
AsB2
CS
19
2.76
224
618
224
618
4144
6
8
AsB2
CS
19
4.48
224
1,004
224
1,004
4144
7
8
AsB2
CS
19
5.12
224
1,147
224
1,147
4144
8
5
AsB2
CS
19
6.45
224
1,445
224
1,445
4144
9
A
5
AsB2
CS
19
4.90 .
224
1,098
224
1,098
4144
9
B
5
AsB2
CS
19
2.11
224
473 '
224
473
TOTALS
THIS TABLE:
65.87
t 13,975
13,975
The wetted acreage represents the total acreage of the field under the guns. Actual total acres in the fields listed may, and most likely will be, more than the acres shown in the
tables.
2 This N is from animal waste only. If nutrients from other sources such as commercial fertilizer are applied, they must be accounted for. N must be based on realistic yield
expectation. Fi res indicate what could be lied refer to the rates as indicated on page 20 "Narrative of Operadon" tor actual amounts that could be ut out by gyn.
It is not necessary to apply waste to every field.
3 Time of application for: CS - Mar -Jun, WG - Feb -May & Sep -Nov
18

M
/
i
WASTEUTILIZATON PLAN
',..Y
-
e... F g.:. T• 0.;-z^'k'� t
":'�.
t 1
may:.
Table 1b: WASTE APPLICATION FIELDS OWNED BY PRODUCER
WSP #1 - Cycle 2
Recommended Recommended
Lbs. N Lbs. N
Soil Realistic Lbs. N Lbs'. N to be to be
Trt. Hydr. Pull Field Type Crop Anticipated Wetted Required Required Applied Applied
No. No. No. No. Code Codd Yield/ac Acresl Per Ac. Per pl. Per Act Per P1
4143
1
A
6&8
LmB2
WG
35
7.42
81
601
81
601
4143
1
B
8
LmB2
WG
35
7.16
81
580
81
580
4143
1
C
8
LmB2
WG
35
3.86
81
313 ;
81
313
4164
1
D
10
CfC2
WG
35
5.16
81
418
81
418
4144
2
A
3
CfC2
WG
35
5.46
81
442
81
442
4144
2
B
3
CfC2
WG
35
4.86
81
394
81
394
4144
3
7
AsC2
WG
45
6.13
104
638
104
638
4144
5
8
AsB2
WG
45
2.76
104
287
104
287
4144
6
8
AsB2
WG
45
4.48
104
466
104
466
4144
7
8
AsB2
WG
45
5.12
104
533
104
533
4144
8
5
AsB2
WG
45
6.45
104
671
104
671
4144
9
A
5
AsB2
WG
45
4.90
104
510
104
510
4144
9
B
5
AsB2
WG
45
2.11
104
219
104
219
TOTALS THIS TABLE:
65.87
6,072.,
6,072
The wetted acreage represents the total acreage of the field under the guns. Actual total acres in the fields listed may, and most likely will be, more than the acres shown in the
tables.
2 This N is from animal waste only. If nutrients from other sources such as commercial fertilizer are applied, they must be accounted for. N must be based on realistic yield
expectation. Figures indicate what could be applied, refer to the rates as indicated on pace 20_"Narrative of 4peralion"Ior actual amounts that could be put out 6y_gun.
It is not necessary_to apply waste to every_ field.
3 Time of application for: CS - Mar -Jun, WG - Feb -May & Sep -Nov
19

� i WASTE
,, T M IZAT ON "PLAN ti s
3 x yi
-
.-
Table 2: WASTE APPLICATION FIELDS OWNED BY PRODUCER
Recommended Recommended
Lbs. N Lbs. N
soil Realistic Lbs. N Lbs. N to be to be
Tract Field Type Crop Anticipated -Applied Required Required Applied Applied
No. No. Code Code3 Yield/ac Acresl Per Ac. Per Fld. PerAc.2 Per Fld
4144
6­1
Cw
I CS
22
7.3
242 '
1,767
242
1,767
TOTALS THIS TABLE:
7.3
1,767
1,767
l The acreage represents the total acreage of the field minus the needed buffers. Actual total acres in the fields listed on photo may, and most
likely will be, more than the acres shown in the tables.
2 This N is from animal waste only. If nutrients from other sources such as commercial fertilizer a're applied, they must be accounted for. N
must be based on realistic yield expectation.
3 Time of application for: CS - Mar -Jun, WG - Feb -May & Sep -Nov,
aTi]

• Table 3 presents a summary of all nitrogen requirements and the total nitrogen to be applied using
animal waste for all fields which are available for waste application.
8
TABLE 3: SUMMARY OF WASTE APPLICATION
FROM TABLE 1 a
FROM TABLE lb
FROM TABLE 2
TOTALS
Acres
Useable
TOTAL CROP
NITROGEN
REQUIREMENT
IN POUNDS
RECOMMENDED
LBS, N TO
BE APPLIED
USING WASTE '
SUPPLEMENTAL
OR RESIDUAL
LBS. OF N
REQUIRED
65.87
13,975
13,975
0
65.87
6,072
6,072
0
7.3
1,767
1,767
0
139.04
21,814
21,814
0
AMOUNT OF N PRODUCED 9,684
SURPLUS OR DEFICIT 12,130
This summary indicates that only about 44 percent of the total annual nitrogen requirements can be
provided for the crops as listed for the fields available using animal waste produced on this livestock
operation.
21

•
NARRATIVE OF OPERATION
The total amount of waste and waste water produced per year in both WSP#1 and WSP#2 is
2,969,517 gals. or 116.9 acre inches with 9,232 lbs.N. WSP#1 has a calculated storage period of 141
days. WSP#2 has designed storage period of 180 days. Therefore, WSP#1 will need to be pumped
at least every 4.7 mos. And WSP#2 will need to be pumped at Ieast every six (6) months. WSP#2
will be better managed if multiple applications are made to the same area. This can be done due to
the low nutrient content. (See details below for further explanations)
Another option is to pump out of WSP#1 to lower it about half way or more and then to refill it with
the runoff water out of WSP#2. This will provide the benefits of better agitation and cleaning out of
WSP#1 and when properly agitated will contain more nutrients for the crops than WSP#2 would
have if used alone.
The amount of waste and parlor water contained in WSP#1 is 270,454 gallons or 9.9 acre inches
with 2,4061bs.N per storage period.
The amount of polluted runoff contained in WSP#2 is 2,433,332 gallons or 89.6 acre inches with
2,5981bs.N per storage period.
These figures do not take in the amount of time to agitate (which must be done thoroughly) and set
up equipment. This extra amount of time needs to be figured in the management operation of the
dairy to satisfactorily handle all waste produced.
waste from the calves will be collected and hauled approx. every six months. The waste from
calves will be applied to field 6. This field is not accessible with the irrigation system. The
to could also be applied to the odd areas of the irrigated fields. These areas are also not
-ssible to the irrigation system.
The limiting factor, which is the concern with the operation of these waste storage ponds, is the
infiltration rate.
Caution should be taken when making multiple applications to prevent runoff.
The actual application times could be adjusted to better
coincide with the production stage of the crop.
22

y , , WASTES ` TILIZATION --`PLAN 13 ,
L
7-A
MAP SHOWING THE FIELDS TO BE USED FOR THE UTILIZATION
OF WASTE.
23

1 ,�, � � �.�-,-»:-=�i'��i �4', .4r •t•'.f `�F�� ���� c-' jJ,.{♦}�y�i icy
' `S'7'„+ai�°'t:� it .'� `l� �`\ - LL?� Xt
��' .y�+t--✓� +:: �� IIx�/ff� 5,
i [F a ...� �}rt ,+ +, ' ll. j _ ; �,, f � t ,l � '?'�r�vY �Y �,,..r,� 'i�k�y •`.F'�\ V, � , '
�'� ,,• ��s?q r�W � 14`'„4� � ^'� < �./ }���1 � t 4`.. 14, S f, ,"`�':-' _,!:'"�r?,4.,1i1
- � • "�`'ka ! � h�'. � T`5'y9 +M1�r° I ��'� Y��� �'�'"''. + 1. �I �� �{��;� ..> ,� � f

s 1.
Application of Waste By Irrigation
Using a Traveling Gun
Field No.
Tract No.
; Soil Type
`
Crop
. Max.
Application
Rate (in/hr)
Application
Amount
(inches)
Travel
Speed
(fumin)
3
4144
CfC2
CS/WG
.35
.75
5
5
4144
CfB2
CSfwC'
.35
.75
5
7a
4144
AsC2
CS/WG
.35
.75
5
8
4144
AsB2
CS/WG
.35
.75
5
9
4144
AsB2
CS/WG
.35
.75
5
Application of Solid Waste
Field No.
Tract No.
Soil Type
Crop
Max.
Application
Application
Amount
Rate (tn/ac)
(ton)
6
4144
Cw
CS/WG
23
163
25

REQUIRED SPECIFICATIONS
• 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 which reaches surface water is prohibited.
IIlegal discharges are subject to the assessment of civil penalties of $10,000 per day
by the Division of Water Quality for every day the discharge continues.
2. The Field Office must have documentation in the design folder that the producer either
owns or has a notarized long term 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 waste, he/she shall provide NRCS with a copy of a notarized agreement
(sample enclosed) with a landowner who is within a reasonable proximity, allowing
him/her the use of the land for waste application for the life expectancy of the
production facility. It is the responsibility of the owner of the facility to secure an
update of the Waste Utilization Plan when there is a change in the operation, increase
in the number of animals, method of utilization, or available land.
3. Animal waste shall be -applied to meet, but not exceed, the Nitrogen needs for realistic
crop yields based on soil type, available moisture, historical data, climate conditions,
and level of management, unless there are regulations that restrict the rate of
application for other nutrients. Actual yields may be used in lieu of realistic yield
tables at the discretion of the planner.
4. Animal waste shall be applied to land eroding less than 5 tons per acre per year.
Animal waste may be applied to land that has a Resource Management System
(RMS) or an Alternative Conservation System (ACS). If a RMS or ACS is used the
soil loss shall be no greater than 10 tons per acre per year and appropriate filter strips
will be used where runoff leaves the field. These filter strips will be in addition to
"Buffers'' -'-required by•DWQ. I I I -� :
5. Odors can be reduced by injecting the waste or disking after waste application. Waste
should not be applied when the wind is blowing or any other condition exists which
may cause a danger of drift from the irrigation field.. -
b. When animal waste is to be applied on acres subject to flooding, it will be soil
incorporated on conventionally tilled cropland. When applied to conservation tilled
crops or grassland, the waste may be broadcast provided the application does not
occur during a season prone to flooding.
M-1

SY WASTE,yUTILZAT-ON'-PLAN,
7q'a4iGi6n.u...v' 7.iL.�e�bi.F'n{6.'3:9! "1•fJA.f"�T.
��4 i h
REQUIRED SPECIFICATIONS
. 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 conditions conducive to odor or flies and provide uniformity of application.
8. Animal waste shall not be applied to saturated soils, during rainfall events, or when
the surface is frozen.
9. Animal waste shall be applied on actively growing crops in such a manner that the
crop is not damaged.by burning or smothering of the plant. This is'an important
consideration where swine, poultry or other ammonia rich waste is being surface
applied. Surface broadcast solids or slurries may damage crops if leaf surfaces are
matted. Generally waste should be applied such that no more than 20 to 25 percent'of
the leaf area is covered. This should not normally be a concern where diluted, low
nutrient waste is irrigated or surface broadcast from a liquids holding. structure.
Where crops are severely damaged due to waste application, the plants cannot
assimilate. the nutrients and discharge of pollutants to surface waters is likely to occur.
The potential for salt damage from animal waste should also be considered.
10. Waste nutrients shall not be applied in fall or winter for spring planted crops. on soils
with a high potential for leaching. Waste nutrient loading rates on these soils should
. be held to a minimum and a suitable winter cover crop planted to take up released
nutrients. On soils with a high potential for leaching, multiple application at lower
rates should be used. To maximize the value of nutrients for crop production &
reduce the potential for pollution, the waste shall not be applied more than 30 days
prior to planting of the crop on bare soil, or forages breaking dormancy. Injecting the
waste or -disking will conserve nutrients. . s "'
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
Iagoon that is a component of a swine•farm shall be at least 50 feet from any
residential property boundary and from any perennial stream or river (other than an
irrigation ditch or canal). Animal waste (other than swine waste from facilities sited
on or after October 1, 1995,) shall not be applied closer than 25 feet to surface water.
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.
27

W..
...r� fir--- '4"'�.-�vr-:Y_'L: y ,� ✓ ,,
n `�:•+ .�f m"9� _r�-3 r {A ',-0. � Z �
REQUIRED SPECIFICATIONS
• 14. Waste shall be applied in a manner not to reach other property and public right-of-
ways.
15. Animal waste shall not be discharged into surface waters, drainageways or wetlands
by a discharge or by over -spraying. Animal waste may be applied to prior converted
wetlands provided they have been approved as a land application site by a "technical
specialist". Animal waste shall not be applied on grassed waterways which discharge
directly into water courses. If animal waste is to be applied on other grassed
waterways, waste shall be applied at agronomic rates and in a manner that causes no
runoff or drift from the site.
16. Domestic and industrial waste from washdown facilities, showers, toilets, sinks, etc.,
shall not be discharged into the animal waste management system.
17. A protective cover of appropriate vegetation will be established on all disturbed areas
(lagoon/holding pond embankments, berms, pipe runs, etc.). If needed, special
vegetation shall be provided for these areas and shall be fenced, as necessary, to
protect the vegetation. Vegetation such as trees, shrubs, and other woody species,
etc. are limited to areas where considered appropriate. Lagoon/holding pond areas
should be kept mowed and accessible. Lagoon/holding pond 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 an "approved 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 preplant with no further applications of
animal waste during the crop season.
21. Highly visible permanent 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.
28

a '� r0 a d i`r'P'(• .� " �' s � � �X�S i'i1 i V" '�
EriiiPtliaftYl4i..�WlAdi+}i�ii9
•
REQUIRED SPECIFICATIONS
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 element. Zinc and copper levels in the soils shall be monitored and
alternative crop sites shall be used when these metals approach excessive levels. Soil
pH shall be adjusted for optimum crop production and maintained. Soil and waste
analysis records shall be kept for five (5) years. Poultry dry waste application records
shall be maintained for three (3) years. Waste application records for all other waste
shall be maintained for five (5) years.
23. Dead animals will be disposed of in a manner that meets NC regulations. North
Carolina General Statute 106-403 requires that dead animals be disposed of within 24
hours in a manner approved by the state veterinarian.
29

s. T
kWA� I! ; i}�ZA' �f �OPLANY'.
_. .....�w!i� �ac�cs.�:,
WASTE UTILIZATION PLAN AGREEMENT
Name of Farm: Bell Dairy
OwnerlManager Agreement
I (we) understand and will follow and implement the specifications and the operation and
maintenance procedures established in the approved animal waste utilization plan for the farm
named above. I (we) know that any expansion to the existing design capacity of the waste treatment
and storage system or'construction of new facilities will require a new certification to be submitted
to the North Carolina Division of Water Quality (NCDWQ) before the new animals are stocked. I
(we) also understand that there,must be no discharge of animal waste from this system to surface
waters of the state from a storm event less severe than the 25-year, 24-hour storm. The approved
plan will be filed on -site at the farm office and at the office of the local Soil and Water Conservation
District and will be available for review by NCDWQ upon request.
I (we) understand that I (we) must own or have access to irrigation or other equipment, to land apply
the animal waste described in this Waste Utilization Plan. The equipment must be available at the
appropriate time such that no discharge occurs from the lagoon, holding pond, tank, or other
unroofed storage structure in a 25 year, 24 hour storm event. I (we) also certify that the waste will
be applied on the land according to this plan at the appropriate times and at rates that no run-off
. occurs.
Name of Facility Owner: L. Perry Bell, III
(Please print)
Signature:_ Date:
Name of Manager(If different from owner):
Signature: Date:
Name of Technical Specialist:(Please print) John T. Stevenson
Affiliation: Iredell Soil and Water Conservation District
Address (Agency): 201 Water Street
Statesville NC 28677
Signature:
'�O,— S r aJ
30

CONSTRUCTION SPECIFICATION
FOR
(� WASTE TREATMENT LAGOONS (359)
WASTE STORAGE PONDS (425)
Foundation preparation
The foundation area shall be cleared of trees, logs, stumps, roots, brush, boulders, sod and
rubbish. The topsoil and sod are to be stockpiled. After stripping, . the foundation arga will be
prepared to assure a bond with the -fill by removing loose dry material, scarifying, disking,
adjusting water content, and compacting as necessary.
Cutoff trench
A cutoff trench under the embankment area shall be constructed when shown on the
construction drawing. Final depth of cutoff trench shall be determined by observation of the
foundation materials. Sand, gravel, and other more permeable materials shall. be removed to
prevent leakage under the embankment.
Excavation
The completed excavation for the storage area shall conform to the lines, grades, and
elevations shown on the plans or as staked in the field.
Fill placement
The material placed in the fill shall be free of detrimental amounts of sod, roots, frozen soil,
stones over 6 inches in diameter, and other objectionable material. To the extent they are
suitable, excavated materials are to be used as fill. The distribution and gradation of materials
shall be such that there will be no lenses, pockets, streaks, or layers of material differing
substantially in texture or graduation from the surrounding material.
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 two passes of standard tamping roller,
or other equivalent method approved by the engineer. Compaction will be considered
adequate when fill material is observed to consolidate to the point that settlement is not readily
detectable.
Placement of topsoil
Available topsoil should be placed on the. top and the exposed slopes of the lagoon
embankment.

Water Control
The minimum water content of the material and foundation shall be such that, when kneaded
in the hand, the fill material will form a ball that does not readily separate. The maximum
water content is when conditions are too wet for efficient use of the hauling and compaction
equipment.
Materials
Materials and fabrication shall be as specified on the drawings. Material to be used for fill
shall come from designated borrow areas.
Installation of structures and appurtenances
The inlet structure or conduit shall be placed on a firm foundation to the lines and grades
shown on the plans. Installation shall be constructed in a skillful and workmanlike manner.
Extreme caution must be exercised in backfill and compaction around structures or conduits to
prevent damage, movement, or deflection.
General
Construction operations shall be carried out in a manner and sequence that erosion and air
pollution will be minimized and held within legal limits.
The completed job shall present a workmanlike appearance and shall conform to the lines,
grades, and elevations shown on the drawings or staked in the field.
All operations shall be'carried out in a safe and skillful manner. Safety and health regulations
shall be observed and appropriate safety measures used. 4

0
Beii Dairy
L. Pery Bell, III
trede8 County, NC
DAIRY WASTE IRRIGATION SYSTEM
For 110 Dairy Caw Herd
OPERATION AND
MAINTENANCE
PLAN
PREPARED BY GRA4AAC DISTRIBUTING COMPANY
IN COOPERATION WITH
IREDELL SOIL AND WATER CONSERVATION DISTRICT
USDA -NATURAL RESOURCES CONSERVATION SERVICE
N.C. DIVISION OF SOIL AND WATER CONSERVATION
MARCH 1997
'v

GRA-MAC DISTRIBUUNG COMPANY
Design — Sales — Service
COMPLETE IRRIGATION SYSTEMS
0E LEPHONE: ADVANCE EXCHANGE
19101 998-3232
1010) 998.3800
NC TOIL FREE 1-800.422.3560
Specifications Sheet
Pera Bell Farm
2310 NC HWY. 801 N
MOCKSVILLE. N. C. 27028
1. Acres under traveler coverage ± 63 acres.
2. Traveler is a Long Engine Drive with 850' of 4.5" ID PE hose and a Nelson
P200 gun with a 1.05 taper bore nozzle.
3. Nelson P260 gun performance with a 1.05" taper bore nozzle is 270 GPM,
360' diameter at 70 PSI.
4. Travel lane spacing is ± 250'.
5. Friction loss in 850' of 4.5" ID PE hose at 270 GPM is 9 PSI.
6. Friction loss in 6" PR200 PVC pipe at 270 GPM is .23/100'.
( 7. Liquid velocity in 6" PR200 PVC pipe at 270 GPM is 3.12 Ft./Sec.
• 8. Maximum system pressure for 6" SDR21 PR200 PVC pipe is 1.44 PSI.
9. Pressure requirements are as follows:
Gun 70 PSI
850' of 4.5" ID PE hose 9 PSI
3800' of 6" PR200 PVC pipe 9 PSI
Elevation ± 15' 7 PSI
Miscellaneous 5 PSI
100 PSI
231 Head Feet
10. Application Rate is as follows:
96.3 X GPM X 360
3.1 .9 x Radius ARC
96.3 X 270 26001 360 _
3.14(.9 x 180 2 - - .32 300 - 1.09
.32 x 1.09 = .35 In/fIr

GRA-MAC DISTRIBUTING COMPANY
Design — Sales — Service
COMPLETE IRRIGATION SYSTEMS
�ELEPHONE:AQVANCEEXCHANGE
M10I 996.3232
1910) 996-3600
NC TOOL FREE 1-800-422.3560
Specifications Sheet
Perry Bell Farm
Page 2
2310 NC HWY. 801 N
MOCKSVILLE. N. C. 27028
11. Travel speed is as follows:
19.26 X GPM
Lane Space X App. Rate
19.26 X 270 5200 _ 59.43 In/Min
250 X .35' r $7.50 -
5 Ft/Min
300 Ft/Hr
12. Pump is a Gorman -Rupp MB4A20A-B with a Long chopper.
i 13. Pump maximums are 160 PSI and 1100 GPM.
14. Pump horsepower requirement for 270 GPM at 100 PSI is approximately 45 BHP.
1-1
i

GRA-MAC DISTRIBUTING COMPANY
Design — Sales — Service
COMPLETE IRRIGATION SYSTEMS
' EPHONEt ADVANCE EXCHANGE ROUTE 2. BOX 212
10101 DO8.3232 MOCKSVILLE, N. C. 27029
l:,,:: pp8.3800
System Operation.
PerEy Bell Farm
System Start -Up:
1. Attach traveler to hydrant and pull out hose.
2. Have tractor at idle.
3. Prime pump.
4. Engage PTO.
5. Open pump discharge gate valve.
6. Evacuate all air from system lines.
7. Raise tractor PTO to obtain required PSI on pump guage. (100 PSI)
8. 'Set traveler to proper travel speed. (5 Ft/Mini)
System Shut-Dowlz:
{ 1. Lower tractor RPM to idle.
2. Disengage PTO.
3. Close discharge gate valve.
4. Remove traveler supply hose from hydrant.
Flushing:
1. System needs to be flushed after every pumping sequence. Do not
leave slurry in lines for more than a week.
2. Close ground entry gate valve.
t
3. Move pump to fresh water source. 4
4. Follow system start --up and shut -down to flush lateral lines.
5. Open ground entry gate valve to flush main line, then close the valve.
6. Move pump back to storage area.
Winterization:
1. Open all drains in the system. (Pump, Traveler & PVC lines)
2. Open ground entry gate valve and pour in a small amount of anti -freeze.
( Approx. 1 Cup)
3. Leave ground entry gate valve slightly open.
4. After water has been evacuated from the PVC lines, close the drain valves.

GRA-MAC DISTRIBUTING BUTING COMPANY
Design — Saks -- Service
COMPLETE IRRIGATION SYSTEMS
'LEPHONE; ADVANCE EXCHANGE
• 19191 908.3232
19191 998.3800
System Operation Page 2
Maintenance:
ROUTE 2. BOX 212
MOCKSVILLE, N. C. 27028
1. Follow all operators manuals supplied with the system.
2. Hydrant stems need to be greased annually.
3. Make sure sealing gaskets are in good condition. ( not torn, dry rot, etc.}
I
1
1
0

Standard Centrifugal
Pump
NOVEMBER 1, 1977
r
Basic Pump
Model - MB4A20 -- B
.,Size 5"x 4
PUMP SPECIFICATIONS
Size: 5" x 4", N.P.T. or Flanges`
Casing: Gray Iron 35
(Max. Operating Pressure 210 Lbs.)
Impeller: Enclosed Type, 5 Vanes, Gray Iron 30
(Handles 1-1/4" Dia. Spherical -Solids)
Impeller Shaft: Stainless Steel - 17.4-PH
Cover Plate; Removable: Gray Iron 30
Radial Bearing: Single Ball Type, Single Shield
Thrust Bearing: Double Ball -Type, Open
Bearing Lubrication: Grease
Flanges: Gray Iron 30
Gaskets: Vegetable Fiber
Standard Equipment:
Strainer
Optional Equipment:
Suction & Discharge Flange
4" goo Elbow
Horizontal Check Valve
{' Hand Primer
SEAL MODEL M54A20-B
Mechanical oil -lubricated double floating, self -aligning.
Rotating and stationary faces are tungsten titanium carbide.
`.lastomers are viton. Cage and spring are stainless steel.
haximum temperature of liquid pumped, 1400F.
G*H'THE-GORMAN-RUPP
COMPANY • MANSFIELD, OHIO
GORMAN-RUPP GORMAN•RUPP OF CANADA LIMITED • ST, THOMAS, ONTARIO. CANADA .w..�V.�.�
copy+ignt try the Colman-Auoa Company

r:
IMPORTANT
WATER HAMMER -- Spears Manufacturing Company, recommends that all PVC and CPVC plastic piping
systems be designed and constructed to AVOID EXCESSIVE WATER HAMMER. Water hammer can cause damage,
and failure to pipe, valves, and fittings within the piping system.
CAUTION —Spears Manufacturing Company DOES NOT RECOMMEND the use of thermoplastic piping products
for systems to transport or store compressed air or gases, or the testing of thermoplastic piping systems with compressed
air or gases in above and below ground locations. The use of Spears products in compressed air or gas systems
automatically voids Spears warranty for such products, and their use against our recommendation is entirely the
responsibility and liability of the installer. Spears Manufacturing Company will not accept responsibility for damage or
impairment of its products, or other consequential or incidental damages caused by misapplication, incorrect assembly,
and/or exposure to harmful substances or conditions.
PLEA SE(VOTE —When temperatures rise above 73°F, the tensile strength of thermoplastics decreases, thereby
derating the pipe or fitting Maximum Internal Pressure. When temperatures fall below 73°F, the tensile strength of
thermoplastics increases, however, the impact strength decreases. Maximum operating temperatures for PVC piping
systems should not exceed 140OF (110°F threaded systems). Maximum operating temperatures for CPVC piping systems
should not exceed 200°F (150OF threaded systems).
THRUST BLOCKING — Water under pressure exerts thrust forces in piping systems. Thrust blocking should
be provided, as necessary, to prevent movement of pipe or appurtenances in response to thrust.
TYPE OF THRUST BLOCKING
If thrusts, due to high pressure, are expected,
anchor valves as below. At vertical bends
anchor to resist outward thrusts.
1. Thru line connection, tee
2. Thru line connection, cross used as tee
3. Direction change, elbow
4. Change line size, reducer
5. Direction change, tee used as elbow
6. Direction change, cross used as elbow
7. Direction change
8. Thru line connection, wye
9. Valve anchor
10. Direction change vertical, bend anchor
11. End Caps (above or below ground)
Thrust blocking is required wherever the pipeline:
• Changes direction (e.g.. tees, bends, elbows and
crosses)
• Changes size at its reducers
` Stops as it dead ends
• Valves and hydrants, at which thrust.develops
when closed.
O03
O
O
if * w
O
�s�= �0, �
p m
Size and typo of thrust blocking depends on:
• Maximum system pressure
" Pipe size
• Appurtenance size
• Type of fittings oir appurtenance
• Line profile (horizontal or vertical bends)
• Soil type'
MADE INN THP I I � n

BOX 98, YOUNG AMERICA, MN 55397 [phone]
TRI-ACTION
IRRIGATION
VALVE
U.S. Patent
No. 3766941
FIELD PROVEN - THOUSANDS IN USE
UNIQUE DESIGN allows installer to set
Pressure Relief feature in the field to
match PSI rating of PVC or Asbestos Cement
Line - Eliminates inventory problems.
INSTALLED ON ONE THREE-INCH NIPPLE
IN ANY POSITION - Saves installation costs.
THE IRRIGATION INDUSTRY'S ONLY
LOW COST COMBINATION ACTION
VALVE WITH THESE FEATURES
BODY IS AIRCRAFT -TYPE HIGH .TENSILE
ALUMINUM AND STEEL PARTS ARE PLATED -
Provides long, trouble -free service.
CENTERLESS GROUND STEEL SPRING
allows instant free flow when PSI setting is
exceeded - To protect against costly pipeline
repairs.
• PRESSURE RELIEF
• VACUUM RELIEF
• AIR RELIEF
STOCK. NO. DESCRIPTION +
TAV 100 HI -PRESSURE TRI-ACTION VALVE - calibrated from
50 to 130 PSI (can be used for pressures to 160 PSI).
Shipping Wt. 24 lbs.
TAV 101 LO-PRESSURE TRI-ACTION VALVE - calibrated from
0 - 50 PSI. Shipping Wt. 24 lbs.

EX Mrr D-1
IRRIGATION SYSTEM`DESIGN PARAMETERS
Landowner/Operator Name: V. Perry Bell III County
Address: �315 Bell Fain Rd
—Statesville NC 28625 pate: 1-3-00 (Updated)
Telephone: [phone]
TABLE f - Field Specifications
Field]
Runkber
Appru:lamale
t1laxUrnun
Useable Slse
of Fleld2
(acres)
Sull Tyne
Slope
(%)
Crop(s)
Alaxlmum
Application
Raid
(ln/hr)
Alasleuurn
Applkation
per Irrl=allon
Cycle3
(inches)
Commenfs
Tr c t 433
3
10.32
Small Grain Corn
.35
.75
5
13.46
grC 2
Small Grain Corn
.35
.75
7
6.13
s $ ?
Srlall Grain Corn
.35
.75
8
12.36
sZ 2
Small Grain/Corn
.35
.75
10
5.16
S
Small Grain/Corn
.35
.75
i
Tract 414
6
4.45
C'a�
Co - 10
Grass
.35
.75
8
13.99
2-C2
]See ulluched mnp.
2Totid field acreage lttinus required hId er nreas.
3Rcfer to 14, C, Irrigation Guide, Field Office Technical Guide, Section Il G. Annual application must not exceed the agronomic rates for (lie soil and crop used.
NRCS, NC
JUNE, 1996

EXHMrr D-2
TABLE 2 - Traveling Irrigation Gun Settings
Make, Model and Type of Equipment: Long Engine Drive w/ 850' of 4. 5" ID PE hose & Nelson P200 gun w/ 1.05" taper bore nozzle
Field Not
and
I lydrant Not
Travel
Speed
(Nmin)
Application
Rate
(iroir)
TRAVELLANE
Effective Effective
Width (fl) Lcngth (0)
Wetted
Diameter
(feet)
EQUIPMENT SETTINGS
Nozzle operating Operating '
Diameter Pressure Pressure Arc
(inches) Gan (psi) @ Reel (psi) Pattem3
Comments
3 2A
5
.35
324
500
360
1.05
70 179
390
3 Y 2B
5
.35
324
420
360
1.05
70
79
-p0
5 8
5
.35
282
700
360
1.05
70
79
300
5 A
5
.35
282
460
36Q
1.05.-
70
79
300
7,3
5
.35
324
590
360
1.05
70
79
390
8, 5
5
.35
282
130
360
1.05
70
79
3�0
8 �:-6
5
.35
240
0
8 7
5
.35
282
495
360
1.05
70.
79
380
10, 1D_
5
.35
324
460
360
1.05
70
79
300
6, 1A
---5
.35
282
850
360
1.05
70
79
380
8 1B
5
.35
282
810
360
1.05
70
79
300
8 1C
5
.35
282
300
360
1.05
70
79
3D0
I See attached tnttp.
2Show separate entries for each hydrnnt location in each lieK
3Use the following abbreviations for various arc pattertts: F (full circle), TQ (three quarters), IT (two thirds), li (lialf circle), T (one third), Q (one quarter).
Mtty Also use degrees of arc.
NRCS, NC
1UNE, 1996

•
EXHIBIT D.3
TABLE 3 - Solid Set Irrigation Gun Settings
Make, Model and Type of Equipment:
Field Not
and
Line No3
Number or
Hydrants
Wetted
Diameter
(feet)
hydrant Spacing (ft)
Along Between
Pipeline PI el[nes
Application
Rate
(In/hr)
OPERATING PARAMETERS
Nozzle Operating Operating
Diameter Pressure Time
(inches) a Gun ( si) H dram(hr)
Comments
I
ISee attached mnp.
2Show separate entries for each pipeline with hydrants in each field.
NRCS, NC
JUNE, 1996

u
TABLE 4 - irrigation System Specifications
Traveling
Irrl ation Gun
Solid Set
Irrigation
Flow Rate of Sprinkler (gpm)
270
MCK
Aerating Pressure at Pump (psi)
100
XXX
Design Precipitation Rate (inlhr)
.35
XXX
Hose Length (feet)
850
XXXXXXXX
Type of Speed Compensation
NONE
XXXXXXXX
Pump Type (PTO, Engine, Electric)
PTO
Pump Power Requirement (hp)
45
r
TABLE 5 - Tlinnt Block Specifications
neclaner mnv nrnvide thrust hinrlr doMIN nn cenarnte sheet_
LOCATION
TfMUST BLOCK
AREA (sq. ft.)
90o Bend
9
Dead End
Tee
Hydrant
9
Drains
9
Ground Entry Z—Pipe
9
'See USDA -MRCS field 011ice'rechnical Guide, Section IV, Practice Code 430-DD.
EXHIBIT DA
NRCS, NC
TUNE, 1996

Narrative of Irrigation System Operation
Describe the operation of the system in the space provided below or on a similar sheet most convinient to the designer/supplier.
include procedures such as start-up, shut -down, winterization and regular maintenance orall equipment.
See attached sheets for additional operations and specifications information.
E
!
EXHlBrr D-6
NRCS, NC
JUKE, 1996

P
i
F
IRRIGATION SYSTEM DESIGNER
Name: David Graham
Company: Gra--Mac Distributing Coo an
Address: 2310 NC HWY 801 N Mock-�ville NC 27028
phone: [phone]
REQUIRED DOCUMENTATION
The following details of design and materials must accompany all irrigation designs:
EX Mrr D-S
1. A scale drawing of the proposed irrigation system which includes hydrant locations, travel lanes, pipeline routes, thrust block locations and buffer areas where applicable.
2. Assumptions and computations for determining total dynamic head and horsepower requirements.
1. Computations used to determine all mainline and lateral pipe sizes.
4. Sources and/or calculations used for determining application rates.
5. Computations used to determine the size of thrust blocks and illustrations of all thrust block configurations required in the system.
6. Manufacturer's specifications for the irrigation pump, traveler and sprinkler(s).
7. Manitfact itrer's specifications for the irrigation pipe and/or USDA-NRCS standard for Irrigation Witter Conveyance,
N.C. Field Office Technical Guide, Section IV, Practice Code 430-131).
S. 'Ihe infonnation required by this form are lite tnininxun requirements. It is the responsibility of the designer to consider all relevant factors at a particular site and address Them as
appropriate.
9. Irrigation pipes should not he installed ill lagoon or storage pond embatilcments without the approval of the designer.
NOTE. A buffer strip 25 feet wide or.vider must be maintained bet wee u lite limits of lite irrigation system and all perennial
streams and surface waters per NC Statutes.
NRCS, NC
1UNE, 1996

Design — Sales — Service
COMPLETE IRRIGATION SYSTEMS
TELEPHONE: ADVANCE EXCHANGE 2310 NC HWY. BOI N
13361 998-3232. MOCKSVILLE. N. C. 27028
43301 998-3800 '
NC TOLL, FREE 1.800.422.3560 '
Specifications Sheet
Perry Bell Dairy
(25.97
1. Wettable acres under traveler coverage is +1- acres,
2. Traveler is a Long Engine Drive with 850' of 4.5" ID PE hose and a Nelson
P200 gun with a 1.05 taper bore nozzle.
3. Nelson P200 gun performance with a 1.05" taper bore nozzle is 270 GPM,
360' diameter at 70 PSI.
4. Travel lane spacing is +/- 240'.
5. Friction loss in 850' of 4.5" 1D PE hose at 270 GPM is +/- 9 PSI.
i 6. Friction loss in 6" SDR21 PR200 PVC pipe at 270 GPM is .23/100'. -
7. Liquid velocity in 6" SDR21 PR200 PVC pipe at 270 GPM is 3.12 Ft/Sec.
8. Maximum system pressure for 6" SDR21 PR200 PVC pipe is 144 PSI,
9. Pressure requirements are as follows:
Gun 70 PSI
"850' of 4.5" ID PE Hose 9 PSI �
3800' of 6" PR200 PVC pipe. 9 PSI
Elevation +/- 15' 7 PSI
Miscellaneous 5 PSI
100 PSI
231 Head Feet

GIE$.P -MAC DISTRIBUTING COMPANY
Y
Design — Sales — Service
COMPLETE IRRIGATION SYSTEMS
OELEPHONE: ADVANCE EXCHANGE
I3361 998.3232
13361 998-3800
NC TOLL FREE 1.800-422.3560
i
10. Application Rate is as.follows:
96.3 X GPM X 360
3.14 (.9 x Radius )Sq Arc
96.3 X 270 = 26001
3.14(.9 x 180)Sq 82406 — .32 X 1.2 = 1.09
.32 x 1.09 = .35 In/Hr
11. Travel speed is as follows:
19.26 X GPM
Lane Space X App. Rate
2310 NC HWY. 801 N
MOCKSVILLE. N. C. 27028
19.26 X . 270 - 5200
250 X .35 87.5 = 59.43In/Min
= 5 Ft/Min
= 300 Ft/Hr
12. Pump is a Gorman -Rupp MB4A20A-B with a Long Chopper.
13. Pump maximums are 160 PSI and 1100 GPM.
14. Pump horsepower requirement for 270 GPM at 100 PSI is approximately 45
BHP.

1b .
ZA
I
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Janc space
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tart
Total
n
End
Tab], c
L x
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Total
EnCp1
Table
Acres
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T wrp• f• IY(�
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GRA-MAC 0157. CO.
e.n -: D"W Old-
— c +..w .y.
• ,. Y..�
PERRY BELL DAIRY
�- 7F y
!ai' T -
--- s nree r +..� nc �w
• � •�.1 c.. rr
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FL•f••r .Et 11Atr
1TP4DOWMT "-*"a_-B�heG d f7RW1�Y

2.
MATERIAL SPECIFICATION
POLYVINYL CHLORIDE (PVC) PIPE
This specification covers the quality of polyvinyl chloride (pvc) pipe
and installation requirements.
Material
Where SCHEDULE PVC pipe is shown on the drawings, all pipe and fittings
shall be manufactured from virgin compounds either PVC 1120 or PVC
1220, conforming to ASTM standard D-1785. Solvent cement for PVC
plastic pipe must meet ASTM D-2564 Standard Specification requirements.
Where SDR PVC pipe is shown on the drawings, all pipe shall be
manufactured from virgin compounds either PVC 12454-B or PVC 12454-C or
PVC 14333-D, conforming to ASTM standard D-1784.
Where C-900 PVC.pipe is shown on the drawings, all pipe shall be
manufactured from virgin compounds either PVC 12454-A or PVC 12454-B,
conforming to ASTM standard D-1784. All C-900 PVC pipe shall be Class
fr 150 unless otherwise specified.
•
3. Fittings an!;L.Couplings
All PVC fittings and couplings...shall be installed watertight according
to the manufacturer's recommendations.
Solvent welded pipe and fittings shall be thoroughly cleaned to remove
all foreign materials and grease which would inhibit bonding. Solvent
cement shall be thoroughly applied to all bonding surfaces in
accordance with the manufacturer's recommendations.
All SDR and C-900 PVC pipe shall have a gasketed integral bell.
Inspect the gasket and insure that.it is not twisted or turned to
prevent proper seating in the groove. Wipe the pipe ends with a rag to
remove any foreign material just before applying lubricant. The gasket
and the spigot, up to the full insertion mark including the tapered
portion -of the spigot shall be thoroughly coated with the lubricant
recommended by the manufacture of the pipe.
1r
DA-NRCS
NC AREA 1
Paae 1
PVC PIPE
March 1994
1%.

If field cutting is required, the pipe shall be cut square. Use an
appropriate pipe cutter. or a conventional saw with a 900 miter box.
Field cut ends shall be beveled to the same angle as the factory bevel.
• All field cut pipe shall have a full insertion mark placed on the pipe
which matches the factory full insertion mark.
4. Handling and Installation
All PVC pipe and fittings shall be delivered to the site and handled on
site in a manner which protects the structural integrity of the pipe.
When unloading the pipe, do not throw, whip or drop the pipe. Chains
shall not be used to handle the pipe at any time. Store pipe on a flat
sufface so the barrel _is -evenly supported.: Do not stack higher.than
four feet. If the pipe is bell and spigot, stack with the bells in
opposing directions on alternate rows so they are not supporting the
full load of the pipe.
Rubber gaskets shall be kept clean and protected from grease, oil, and
excessive heat.
Pipe shall be placed in the earth trench on grades as shown in the
drawings. The minimum clear width in the bottom of the trench shall be
18 inches or 1 foot greater than the outside diameter of the pipe
whichever is greater. The trench bottom shall be smooth and uniform to
prevent severe deflection of the pipe at the joints. The trench bottom
shall be free of frozen material, clodded soil and stones over one-half
inch in diameter. In areas where the trench bottom is hard, the hard
material must be overexcavated and a layer of soft backfill material,
at least 4 inches deep must be provided to insure the pipe barrel is
adequately cushioned.
3
Care shall be taken to prevent soil or other foreign material from
entering the pipe prior to placement. -
Friable earth fill or approved aggregate material shall be placed
around the haunches of the pipe and compacted by hand. Manual
compaction in layers..no more.than nine inches shall continue.for_no
less than twelve inches about the top of the pipe. Where pipes pass
through embankment fill, the layers shall be no more than 4 inches. No
rocks or other solid material three inches or larger shall be placed
within twelve inches of the pipe. A minimum earth fill cover of 24
inches shall be maintained along the full length of the pipe, unless
otherwise specified.
5. Placement in Junction Boxes
Connections at junction boxes shall
to the interior wall and may extend
interior wall of the junction box.
i
USDA -MRCS Page 2
NC AREA 1
be watertight. Pipes shall extend
a maximum of four inches beyond the
PVC PIPE
March 1994

Items of Work
{• Items of work to be preformed in conformance with this specification
and the construction details therefor are:
(1) Install approximately 3900 linear feet of 6 inch, SDR-21,
200 psi, Gasketed PVC pipe for irrigation of dairy waste a
locations as shown on the drawings.
(2) Pipe shall be installed at a minimum depth of 36 inches below
the ground surface.
(3) Drains are to be installed at low points in the system as
designated on --the Lagoon Irrigation System map prepared by
Gra-Mac Distributing Company. The drains are to be used for
winterization of the system as part.of the operation and
Maintenance Plan.
(4) Thrust blocking shall be installed at every change in pipe
direction as shown on the drawings. Locations include all
tees, elbows, hydrants, ground entry pipes, drains, and caps.
Minimum thrust block cross -sectional area shall be as follows:
LOCATION
THRUST BLOCK AREA (FT2)
6 inch 900 Bend
9
6'inch Dead End
6
6 inch Tee
9
3
USDA -MRCS
NC AREA 1
Page 3
PVC PIPE
March 1994

Irrigation Water Conveyance (ft)
(0
•
`•
High -Pressure, Underground, Plastic
Pipeline
Definition
A pipeline and appurtenances Installed in an
Irrigation system.
Scope
This standard applies to underground
thermosplastic pipelines ranging from 1 /2 in. to
27 in. In diameter that are dosed to the
atmosphere and that are subject to internal
pressures of 80 Ib/In2 or greater.
The standard includes the design criteria and
minimum installation requirements for high-
pressure, plastic Irrigation pipellmmAnd
specifications for the thermoplastic pipe.
Purpose
To prevent erosion or losses of water quality or
damage to the land, to make possible proper
management of irrigation water, and to reduce
water conveyance losses.
Conditions where practice applies
All pipelines shall be planned and located to
serve as an integral part of an irrigation water
distribution or conveyance system designed to
facilitate the conservative use and management
of the soil and water resources on a farm or
group of farms.
Water supplies, water quality, and rates of
Irrigation delivery for the area served by the
pipelines shall be sufficient to make irrigation
practical for the crops to be grown and the
Irrigation water application method to be used.
Plastic pipelines installed according to this
standard shall be placed only in suitable soils
where the bedding and backfill requirements can
be fully met.
Planning considerations
Water Quantity
1. Effects on components of the water budget,
especially Infiltration and evaporation.
2. Effects on downstream flows or aquifers that
would affect other water uses or users.
3. Potential use for Irrigation water management.
4. Effects of Installing a pipeline on vegetation
that may have been located next to the original
conveyance:
Water Quality
1. Effects of installing the pipeline, replacing
other types of conveyances, on channel erosion
the moiameat_of.sedimgrd and Qolublaand
sediment -attached substances carried by water.
2. Effects. on the movement of dissolved
substances into the soils and on percolation
below the root zone or to ground water recharge.
3. Effects of controlled water delivery on the
temperatures of water resources that could
cause undesirable effects on aquatic and wildlife
communities.
4. Effects on wetlands or water -related wildlife
habitats.
S. Effects on the visual quality of water resources.
Design criteria
Working pressure and flow velocity. The ' "" " - '
minimum acceptable class of pipe shall be that
having a pressure rating for water of 80 Ib/In2.
The pipeline shall be designed to meet all service
requirements without an operating pressure,
Including hydraulic transients, or static pressure
at any point greater than the pressure rating of
the pipe used at that point. As a safety factor
against surge or water hammer, the working
pressure should not exceed 72 percent of the
pressure rating of the pipe, nor should. the design
Row velocity at system capacity exceed 5 ft/s. If
either of these limits is exceeded, special
SCS, January 1989

consideration must be given to the flow
conditions and measures taken to adequately
protect the pipeline against surge.
Capacity. The design capacity of the pipeline
shall be based on whichever of the following
criteria is greater: -
1. The capacity shall be sufficient to deliver the
volume of water required to meet the peak -period
consumptive use of the crop or crops to be
Irrigated.
2. The capacity shall be sufficient to provide an
adequate stream for all methods of irrigation
planned.
Friction'losses. ,For'design purposes, friction
head losses shall, be no less than those
computed by the Hazen -Williams equation, using
a roughness coefficient, c, equal to 150.
Outlets. Appurtenances required to deliver
water from the pipeline t"n Individual. sprinkler
or to a lateral line of sprinklers or surface pipe
located on the ground surface shall be known as
outlets. Outlets shall have adequate capacity to
deliver the design flow to the indlvidual sprinkler,
surface lateral line of sprinklers, or surface pipe
at the design operating pressure.
Check valves. A check valve shall be Installed
between the pump discharge and the pipeline
where backflow may occur.
Pressure -relief valves. A pressure -relief valve
shall be Installed between the pump discharge
arid'the pijielinNei `ezcessive`pr'essure can build
up when all valves are dosed. Pressure -relief
valves shall be Installed on the discharge side of
the check valve where a reversal of flow may
,!,,occur and at the end of the pipeline If needed to
relieve surge at the end of the line.
Pressure -relief valves shall be no smaller than
1/4-in. nominal size for each Inch of the pipeline
diameter and shall be set to open at a pressure
no greater than 5 Ib/in2 above the pressure
rating of the pipe.
The pressure at which the valves start to open
shall be marked on each pressure -relief valve
Adjustable pressure -relief valves shall be sealed
or otherwise altered to prevent changing the
adjustment from that marked on the valve.
Manufacturers of pressure -relief valves marketed
for use under this standard shall provide capacity
tables, based on performance tests, that give the
discharge capacttles of the valves at the
maximum permissible pressure and differential
pressure settings. Such tables shall be the basis
for design of pressure setting and of acceptance
of these valves.
Air -release valves. The three basic types of air -
release valves for use on Irrigation pipelines are
described below:
An air -release valve, a continuously acting valve
that has a small venting oriflce, generally ranging
between 1 /1 B and 3/8 in. in size. This valve
releases pockets of air from the pipeline once the
line is -filled and under working pressure.
An air -and -vacuum valve, which has a large
venting orifice, exhausts large quantities of air
from the pipeline during filling and allows air to
reenter the line and prevents a vacuum from
-. Jwning during emptying. _MsZAxi cd valve Is
sometimes called air -vacuum -release valve or air -
vent -and -vacuum -relief valve. It is not continuous
acting because it does not allow further escape
of air at working pressure once the valve closes.
A combination air valve Is sometimes called a
combination air -release and air -vacuum valve or
combination air -and -vacuum -relief valve. it Is
continuous acting and combines the functions of
both the air -release valve and the air -and -vacuum
valve. Both valves are housed In one valve body.
If needed to provide positive means for air
escape dtid filling'and'air entry while emptying,
alr-and-vacuum valves or combination air valves
shall be installed at all summits, at the entrance,
and at the end(s) of the pipeline. Such valves
.generally are -needed at these locations If the line
Is truly dosed to the atmosphere. However, they
may not be needed If other features of the pipe
system, such as permanently located sprinkler
nozzles or other unclosed service outlets,
adequately vent the particular location during
filling and emptying operations.
l
7
SCS, January 1989

(.0
i
0
I IR1 idllU U1 d1s-i4:914idbe VSIVU UldiIICICI LU Pip"
diameter -for valves intended to release air when
filling the pipe should not be less than 0.1.
However, small -diameter valves maybe used to
limit water hammer pressures by controlling air
release where control of filling veloeitles is
questionable. Equivalent valve outlet diameter of
less than 0.1 are permitted for continuously
acting air release valves. Adequate vacuum relief
must be provided.
Air -release valves or combination air valves shall
be used as needed to permit air to escape from
the pipeline while the line is at working pressure.
Small orifices of these types shall be sized
according to the working pressure and venting
requirements recommended by the valve
manufacturer.
Manufacturers of air vales marketed for use
under this standard shall provide dimensional
data, which shall be the basis for selection and
acceptance of these valves.
Drainage. Provision'shaWte maderfor
completely draining the pipeline if a hazard is
Imposed by freezing temperatures, drainage Is
recommended by the manufacturer of the pipe,
or drainage of the line is speciffed for the job. If
provisions for drainage are required drainage
outlets shall be located at all low places in the
line. These outlets may drain Into dry wells or to
points of lower elevation. If drainage cannot be
provided by gravity, provisions shall be made to
empty the line by pumping or by other means.
Flushing. If provisions are needed for flushing
the line free of sediment or other foreign material,
a suitable valve''itWl tie lnstalled:at the`distal end
of the pipeline.
Thrust control. Abrupt changes in pipeline
grade, horizontal alignment, or reduction in pipe
size normally require an anchor or thrust blocks
to absorb any axial thrust of the pipeline. Thrust
control may also be needed at the end of the
pipeline and at in41ne control valves.
Thrust blocks and anchors must be large enough
to withstand the forces tending to move the pipe.
Including those of momentum and pressure as
well as forces due to expansion and contraction.
The pipe manufacturers recommendations for
thrust control shall be followed. In absence of
the pipe manufacturer's requirements, the
I VIIVnq itj iVl [Ill1id IIIUJI UC uwvu 141 CiCJIyf 11i Iy
thrust blocks:
96 Nt?, . a
A . a sin z
Where:
A - Area at Mrust Slack OQuirsd in Ft'I
H . Maximum working pressure in tt
p . inside diameter of pipe in it
g . Allowable paasrve pressure Of tlta soil in
lblle
a • QeNection angle of pipe bend
Area of thrust blocks for dead ends and tees shall
be 0.7 times the area of block required for a 90-
defiection angle of pipe bend.
If adequate soil tests are not available, the
passive soil pressure may be estimated from
Table 1.
Materials. All materials shall meet or exceed the
minfmum-requfrements Indicated In
'Specifications for Materials.'
Plans and specifications
Plans and specifications for constructing high-
pressure underground plastic pipeline shall be in
keeping with this standard and shall describe the
requirements for applying the practice to achieve
Its Intended purposes.
rabie I.—Allowable.saii.bearing pressure
t]aatrl at eater
to camw at thrust aroelc
Natural adi ftmuff al
2 R
3 It s R
i R
Saau+o tia0racic.................
8.000
10.000 10.00a,
10.000
Oar" sane am Virmi
Mon" (assumed
0 -A0') ...»»..._.....»».
1.200
1.8a0 ' Z400
3.a00
o.n.. &W to Coosa sans
(asarsnaa 8 -359 ....»..
am
12ao Law,
2.1a0
sut MW Clay mom"
(41:1VA710d • - 239)
500
700 980
1.2W
San my W4 organic
20" (assum"
• - a-t ..
2a0
300 +00
Sao
SCS, January 1989
.a

Irrigation Water Conveyance
High -Pressure, Underground, Plastic
Pipeline Specifications
InstafWom
Mlninwm dspM of over. Pipe shalt be instalkid at SUM
dent depth below the ground surface to provide protection,
frorn hazards imposed by traffic crossings. farming opwa-
tions, freezing temperatures. or soil cracking. The minimum
depth of corer for pipe susceptible to any of these hazards
$hail be:
NO diamete► OOOM of corer
R M
•'A throi.0 21A .......... .. 1 a
3 s............... :.....:. ':-., � ..................... 24
tt,rvusn
e or more. 30
In areas where the pipe will not be susceptible to tneea-
ing and vehicular or cultivation hazards and the soils do not
crack appreciably when dry, the minimum depth of cover
may be reduced to:
Pipe diameter DeOth of cover
'A through 1'A............................................................. 6
2 through 3..._...._... ................................................... 12
4 {hrO11a1 a ........ ....«......_...._..««...«............... .........«. 18
More tan a. 24
In cranberry bogs where the pipe is not susceptible to
freezing and heavy equipment is now allowed, the mini-
mum depth of cover may be 6 in for a Gain diameter pipe
and 12 in for a lamer pipe.
The minimum cover for polyethylene pipe is 8 in but may
be reduced to 2 in where conditions warrant. The minimum
hover for PVC pipe in cranberry bogs. where the pipe is to
be flooding, shah be 12
in, if Me winter flood equals or atceeds 12 in. Where the
winter flood is less than 12 in. the top of the pipe shall be
at least 24 in below the water surface. Solvent -welder# Joints
stall be used at aq connections of PVC pipe where peat
�r`ti "arid muck softer in their rorrial layered pattern. Rubber
Gasket joints may be used following normal betiding pi
dunes where coarse sand or cement layers Sour.
At low places on Me ground surface. air -fill may be
prated aver the pipeline to provide the minimum depth of
COW. The top width of the fin shall then be no less than 10
ft and the We slopes no steeper than.0:1. it extra pmtsc-
tion is needed at vehide crossings, eftcasement pipe or
other appicved methods may be used.
Trench construction. The trench at any point below
the top of the pipe shall be only wide enough to permit
the pipe to be easily placed and joined and to allow the
initial backfill material to be uniformly placed under the
haunches and along the side of the pipe. The maximum
trench width shall be 36 in greater than the diameter of
the pipe. tf the trench is precision excavated and has a
SCS, .January 1989
semicircular bottom that closely fits the pipe, the width
shall not exceed the outside diameter of the pipe by
mom that 10 percent.
The trench bottom shall be uniform so that the pipe lies
on the bottom wMXXA bridging. Clods, rocks. and uneven 1
spas that can damage the pipe or cause nonuniform sup-
port shall be removed.
If rocks, boulders, or any other material that can da
the pipe are encountered, the trench bottom shall be under-
cut a minimum of 4 in below final grade and filled with bed-
ding matenal consisting of sand or compacted fine-grained
soils.
Pipelines having a diameter of 'A through 21h in that are
to be placed in areas not subject to vehicular loads and in
soils that do not crack appreciably when dry may be placed
by using "plow -in" equipment instead of conventional
trenching.
Provisions shall be made to insure safe working condi•
tions where.unstable soil, trench depth, or other conditions
can be hazardous to personnel working in the trench.
Placement. Care shall be taken to prevent permanent dis.
tortion and damage when handling the pipe during unusu.
ally warm or cold weather. The pipe shall be allowed to
come within a few degrees of the temperature h will have
after it is completely covered before placing the backfill,
- other than that needed for shading, or before connecting
the pipe to other facilities. The pipe shall be uniformly and
continuously supported over its entire length on firm stable
material. Blocking or mounding shall not be used to bring
the pipe to final grade.
For pips with bell joints, bell holes shall be excavated in
Me bedding material, as needed. to allow for unobstructed
assembly of the joint and to permit the body of the pipe to
be in contact with the bedding material throughout its
length. 4
Joints and connectlons. All joints and connections shall
be designed and constructed to withstand the design maxi-
mum working pressure for the pipeline without leakage and
to leave the inside of the line tree of any obstruction that
may tend. to treduce.ib.capacity;below design requirements.
All fittings, such as couplings, reducers, bends, tees, and
crosses, shall be installed according to the recommenda-
tions of the pipe manufacturer.
Fittings made of steel or other metals susceptible to eor-
msion shall be adequately protected by being wrapped with
plastic tape or by being coated with a substance that has
high corrosion -preventative qualities. if plastic tape is used,
all surfaces shall be thoroughly leaned and coated with a
primer compatible with the tape before wrapping.
Thrust blocks. Thrust blocks must be formed against a
solid hand -excavated trench wall undamaged by mechanic
cei equipment. They shalt be constructed of concrete, and
the space between the pipe and trench wall shall be filled
to "is height of the outside diameter of the pipe or as spec-
ified by the manufacturer.
Testing. The pipeline shall be tested for pressure strength,
leakage, and proper functioning. The tests may be per -
Wined before back -filling or anytime after the pipeline is
ready for service.
/"1
LJ

t.9
•
Tests tot pressure strength and !oaks !hail be aCcom-
plished by inspecting the pipeline and appurtenances while
the maximum working pressure is maintained and all joints
and conneCtloni are uncovered, or by observing normal
operation of the p>petine attar it is put into service. Partial
backfilWneeded to hold the pipe in place during testing
shall be placed as specified in "Initial 9acxfill." Any teaks
shall be repaired and the system retested.
The pipeline shall be tested to insure that it functions
property at design capacity. At or below design capacity
them shall be no objectionable flow conditions. Oblectiona-
ble flow conditions shall include water hammer, continuing
unsteady delivery of water, damage to the pipeline, or detri-
mental discharge from control valves.
Initial backfill. Hand, mechanical, or water packing math-
ods may be used.
The initial backfill material shall be soil or sand that is
free from rocks or stones larger than 1 in. in diameter. At
the time of placement, the moisture content of the material
shall be such that the required degree of compaction can
be obtained with the backfill method to be used. The initial
backfill material shall be placed so that the pipe will not be
displaced. excessively deformed, or damaged.
If backfilling is done by hand or mechanical means, the
initial fill shall be compacted firmly around and above the
pipe as required to provide adequate lateral support to the
pipe.
If the water packing method is used, the pipeline first
shall be filled with water, The initial backfill before wetting
shelf be of sufficient depth to insure complete coverage of
the pipe after consolidation. Water packing is accomplished
by adding enough water to diked reaches of the trench to
thoroughly saturate the initial backfill without excessive
pooling. After the backfill is saturated. the pipeline shall
remain full until after the final backfill is made. The wetted
Nil shall be allowed to dry until firm before beginning the
final backfill.
Final backfill. The final backfill material shall be free of
large rocks, frozen clods, and other debris greater than 3
in. in diameter. The material shall be placed and spread in
approximateiy uhiform,tayers so thaf'there will be no
unfilled spaces in the backfill and the backfill will be level
With the natural ground or at the design grade required to
provide the minimum depth of cover after settlement. Poll-
ing equipment shall not be used to consolidate the final
backfill until the spectfied minimum depth of cover has
been placed.
All special backfilling requirements of the pipe manufac-
turer shall be met.
Beals of acceptance. The acceptability of the pipeline
shall be determined by inspections to check compliance
with all the provisions of this standard with respect to the
do9ion of the line, the pipe and pipe marxing, the appurte-
nances, and the minimum installation requirements.
Certifications and guarantee. If requestr,d by the state
wnservatton engineer, a qualified testing laparatary must
certify with supporting test results that the pipe me*" the
requirements specified in this standard. The seal of
approval of a recognized laboratory on pipe beanng one of
the ASTM designations listed in this standard may be
accepted for this Certification.
The installing contractor Snell Certify that his or her instal.
lation complies with the requirements of this standard. He
or she shall furnish a written guammee that fuateess the
owner against defective workmanship and materials for rxx
less than i yeat The certification identifies the manufac-
turer and markings of the pipe used.
Matedals
Quality of plastic pipe. The compound used in manufac•
Luring the pipe shall meet the requirements of one of the
following materials:
1. Pbtyvinyi chloride (PVC) as specified in ASTM-0-1784.
coos
Material daesiffcation
type1. Grade 1........................................................ 12434-8
type 1. Grade 2........................................................ 12454-C
7yps if. Grade t . 14333-0
2. Ac"nitrile-butadlene-styrene (A&% as specified in
ASTM-0-1788.
Code
Material ciassiileation .
type1, tirade 2.........»».......»..........»..............»..... 5.2--2
TypeI. Grade 3...............»....... ............................ 3-3-3
typeit, Grade t........................................................ 4-4-5
3. Pblyethyiene (PE) as specified in ASTM-0-1248.
Code
M>Kartial ctasaifieation
Grade PI A. Class C.................................................. C.P14
Grade P23. _cues C................. IIC_M
Grade P33. Ctaes C.................................................. IIIC-P33
Grade P34. Class C.................................................. I4C-P4a
The pipe shalt be homogeneous throughout and free
from visible cracks, holes. foreign matter, or other defects.
The pipe shall. be as uniform in color, opacity, density. and
other physical properties as is commercially praeticat ".
Pipe iequlrementa. All pope installed under this standard
shall be pressure rala i for water.
The relationship between stardard dimension radoe,
dimensions, hydrostatic design stresses. and pressure rat-
ings snail be determined by one of the fclkrM*g forrrlulas:
For PVC. ASS. and PE pipe wiM outside diameter
Cornrofled:
2P ��-1or��A-f
SCS, January 1989
1W

For PE pipe with inside- diameter controlled:
2S- Di + t or2S
P t P
Where:
S - hydrostatic design stress. in thAn2.
P - pressure rating in IbCna.
Do - average outside diameter in in.
DI a average inside diameter in in.
t - minimum wail thickness in in.
R standard thermoplastic pipe d'arhension ratio
(SDR).
Hydrostatic design stresses for the plastic pipe mate -
dal are given in table 1.
Iron pipe size (IPS) (outside diameter same as that
for iron pipe sizes) and i.D. controlled PE pipe
manufactured. tested, and marked to meet one of the
following ASTM specifications shall be acceptable under
�._... �_.• -.this standard.. Water pressure ratings and pertinent
dimensions for this pipe are given tables in 3. 4, 5, 6.
and 7.
ASTtrt— Standard specffication for--
D-1785 ... Polyvinyl chloride (PVC) Plastic Pipe, Sched-
ules 40, 80, and 120
D-2241 ... Polyvinyl chloride (PVC) P% tic Pipe,
(SOR-PR)
D-2672 ... Bens -End Po"" ch or30e (PVO Plasdc Pipe
04740 ... Polyvinyl chloride (PVC) Plastic Tub .
D-1527 ... Aayloniviiee.8utadiensayrens (ASS) PWtlo
Pipe. Scheduler 40 and 8o
ACrybnrtrile.Butadierhe,Styrene.(ASS) Plastic
Pipe (SDR-PR)
D-2104 ... Poiyettrylene (PE) Plastic Pbe. SchKWM 40
D-22:39 ... Polyethylene (PE) Plastic Pipe. (SDR-PR)
D-2447 ... Poryethyiene (PE) Plastic PiDe. Scheduled 40
and 80, based on outside dian+w
D-2T37 ... Polyethylene (PE) Plastic Tubing
D-303b ... Po"Mylene (PE) Plastic Pipe, {SDR-Pft).
based on contrdted aRroide dierrteter
F-771 ..... Polyethylene (PE) ThermoDWestic High}
Pressure Irrigation Pipeline Systerna
Plastic irrigation pipe (PIP) shall meet the require-
ments of ASTM-D-2241 or of ASTM-D-2282 except
that:
1. The outside diameters. wall thiduasses. and toler-
ances given in table 2 shall apply.
2. The sustained'pressurs teist'shall not be required.
3. The burst pressure tests shall be periomled accord-
ing to the procedures listed in! ASTM-D-2241 or
D-2282 and shall meet the applicable requirements
given in these ASTM's or those listed below for the
standard dimension ratios (SDR's) currently not
included in ASTM-D-2241 or D-2282.
Burst pressure requirements for water at 230 C
(73.40 F) for PVC 1120 and PVC 1220 plastic pipe are:
SOR Minimum burst pressure'
rr *0
51 260
'Thee d~ 4"me wr4en wd a one w m w1 o, qs rm: PVC 1 t20-a400
W4r! PVC 1220-d.A0G ulbw
SCS, January L989
Burst pressure requirements for water at 230 C
(73.40 F) for ASS plastic pipe are:
SDR
Minimum burst pressure+
- .
ASS 2112 ASS 1316
bar WOO
32.5 420 380
41 — 300
"%@ Ob f @fAdlrld WWO 0 drrw ww 00 WOOF ifM We: AM 21124.000 IWYH;
AM 1316-6= MOM. TO WrOlify 188"g. MWW ddM1inmn■ a&" n I RM O o
Um Tw %N Dromm un,hornr.
Markings. Markings on the pipe shall include the fol.
lowing, which shall be spaced at intervals of not more
than 5 ft:
1.
2.
3.
4.
S.
Nominal pipe size (for'example, 2 in).
Type of plastic pipe material, by designation code
(for example, PVC 1120).
Pressure rating, in 1bAn2. for water at 230C (73.40F)
(for example, 160 IWO).
Specification designation with which. the pipe corn -
plies:
a. For IPS-size pipe, the ASTM designation (for
example, D-2241).
Pipe meeting one of the ASTM designations
listed for IPS-size pipe and intended for the trans-
port of potable water shall also be marked with
the seal of a recognized laboratory making the
evaluation for this purpose.
b. For plastic irrigation pipe, the designation PIP.
Manufacturer's name (or trademark) and code.
Fittings and couplers. All fittings and couplers shall
meet or exceed the same strength requirements as
those of the pipe and shall be made of material that is
nxxxnrnended for use with the pipe.
Listed below are the ASTM standard specifications
for fittings suitable for use with- IPS-sue pipe and inside
diameter controlled PE pipe covered by this standard:
AS'TAII--
Standard amiftCadon tor-
0-2466 ...
SoCket MM Polyvinyl Chloride (PVC) Plastic
P-M Schedule 40
0-2467 ...
SOdr -rM Potyvinyl chloride (PVC) Plastic
Pipe. SCneduue W
0-2468 ...
Socket-Mm Aoyhonitrile•Buradien&Slyrene
(As% Ptutc F'lt wxm Schedule 40
D-2W9 ...
Plastic Insert Fittings tar Potyethy*m (PQ
PLUM' Pipe
0-2683 ...
Socice -MM Pofyemwis Fittings for SDR 11.0
PorM"Iene Pipe
D-3139 ...
S1;andard Soecftavon for PWtiC Pressure
Pipe using Fiewble EWtorriw c Seats
D-32fa1 ...
Butt Hew Fu wn PONetrtylene (PE) PtastiC
Rungs for POt Irroene (PE) Plastic Pipe
and TuanO
11
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Table 6c.-Water pressure ratings for schedules 40 and 80 unthreaded plastic pipe: polyethylene
(PE -AS M-0-2104
Schedule 40 M )(PS-ASTM-0-2447
Seheduls 40 and 80 Pipe)
vvgr" p sure ra rlo
vVOMng preewte rating
r
Average
PE
PE
PE
P
P
p
Nominal
inside
2306
=5
t404
2306
2305
1404
=9
dianWof
3306
I
3"
AR)
rtir
34M
3404
Sep. 40
!oR 00
WL 40
3m 40
3m 40
sm 44
sm s0
SCR 40
sm o0
sae. d0
Sea. 10
'A
0.822
0.346
190
1S0
120
18$
287
149
212
119
170
3A
.824
.742
IS0
120
100
132
217
120
172
96
137
1
1.049
."7
140
tic
90
142
199
113
158
90
t2A
1'A
1.390
1.273
120
90
116
164
92
130
104
1'A
1.810
1.500
100
80
104
148
83
lie
94
2
2.067
1.939
90
87
127
101
$1
2'h
2.469
2.323
100
80
96
t34
too
$6
3
3.068
2.900
80
83
lie
94
TA
3.548
3.384
109
88
4
4.028
.3.826
102.
$1
5
5.047
4.813
91
A
0.063
3.761
$8
NAB, Am -r cOnunK 9a lo► AS M-0-2447 S&aaft p" are onaw on oursne "mew ornmaf.
Table 7.-Polyethylene and poWnyl chloride plastic tubing
Inside diameter tMn
PE-ASTM-0-(PVC-ASM-0-2740)
PE 230A
33M
3408
PE 2305
PVC 1120
1220
PVC_ 2116
PVC 2112
PVC 2110
Nominal
size
Outside
dlameter
roe
rM
3408
is
V.04M
U.4mr
u.4w
wau,
0.501
0.501
0.001
160
.750
.584
.544
160
JA
.m
.801
.835
.751
.751
.751
.745
180
1
1.125
.vs
.017
1.001
1.001
.993
.959
160
VA
1.375
1.069
.999
1251
1.245
1.213
1.171
160
VA
1.823
1.263
1.159
160
2
2.125
1.653
1.543
160
=Pressure m"'d g }actors for PVC and PE pipe for
water at elevated temperatures
Temperature
PVC factor PE facto
aoOf
M4
1.00 1.00
so
.88 .92
90
.73 .81
too
.62 .70
t to
.50 --
20
.40
130
.30 --
140
.22
+fora: >b Goose m. MO MINarow 0wawra rarq Dames of .wr MOM
Me aq R fflmm ry naroal Orafaura A" or fly a0*000nm farsr Alm ■Orr►
SCS, January 1989
to

LIVESTOCK WASTE SAMPLING, ANALYSIS, AND CALCULATION OF LAND
APPLICATION RATES
•
James C. Barker
Biological and Agricultural Engineer.
North Carolina State University
I. SAMPLE COLLECTION
A. Semi -Solid Lot Manure
i. Scraped directly from lot into spreader
a. After manure has been loaded into the spreader, collect a total of 5 lbs. of manure
from different locations within the spreader.
ii. From Storage
a. Collect a total of 51bs. of relatively fresh manure under the surface crust avoiding
bedding materials.
B. Liquid Manure Slurry
i. Under -slotted -floor pit
a. Use a length of conduit open on one end and that can be easily sealed on the other
end (e.g., by placing one's thumb over the end of the conduit.
b. With both ends of the conduit open, extend it into the manure to the pit floor.
c. Seal the upper end of the conduit trapping the manure that has entered the lower end,
remove and empty into a bucket or container.
d. Collect samples from at least 5 locations or at least enough for a total. of 1 quart of
slurry.
e. Thoroughly mix this slurry and empty approximately %: pint into sample container.
ii. Exterior storage basin or tank
a. Make sure the manure has been well mixed or homogenized with a liquid manure
chopper -agitator pump or propeller agitator.
b. Take samples from approximately 5 locations in the pit, from the agitator pump, or
from the manure spreader and place in a bucket.
c. Thoroughly mix and empty % pint into sample container.
C. Lagoon Liquid
i. Collect approximately %: pint of recycled lagoon liquid from the inflow pipe to the flush
tanks,
NORTH CAROLINA AGRICULTURAL EXTENSION SERVICE, EBAE 111-84

II. SAMPLE PREPARATION AND TRANSFER
i
•
A. Place the sample for analysis into a flexible or expandable container that can be sealed. The
container should be rinsed clean with water and free of any residues but should not be chlorinated
or treated in any other way. Dry litter may also be placed in a sealed plastic bag as a freezer bag.
B.
C.
D.
E.
F.
G.
The sample should be refrigerated, iced or cooled, if possible, or transferred to the lab
immediately.
Hand -delivery is the most reliable way of sample transfer, but it can also be mailed.
If Mailed, sample container should be protected with a packing material such as newspaper, then
boxed or packaged with wrapping paper and taped.
Commercial sample containers and mailers are also available. Contacts:
A&L Eastern Agricultural Lab., Inc
7621 Whitepine Road
Richmond, Virginia 23237
Ph: [phone]
iii. Ployfoam Packers Corporation
2320 S. Foster Avenue
Wheeling, Illinois 60090
Ph: [phone]
ii. Fisher Scientific Co. iv. NASCO
3315 Winton Road 901 Janesville Avenue
Raleigh, NC 27604 Fort Atkinson, Wisconsin 53538
Ph: [phone] Ph: [phone]
Commercial analytical laboratories are available, however, sample analysis are costly.
The NCDA Plant Analysis Lab provides this service for a nominal fee of S4.00 per sample which
should be forwarded along with the sample.
Address: NC Department of Agriculture
Plant Analysis Lab
Agronomic Division
Blue Ridge Road Center
Raleigh, NC 27611
Ph: [phone]
Atten: Dr. Ray Campbell
H. Request that as a minimum the following analysis be performed:
i. Total nitrogen
(TKN)
ii. Ammonia nitrogen
(NH3N)
iii. Total phosphorus
(TP)
iv. Potassium
(K)
V. Dry litter samples should also include a total solids (TS) analysis.
1. Other analysis performed at no extra cost by NCDA include trace minerals.
NORTH CAROLINA AGRICULTURAL EXTENSION SERVICE, EBAE 111-84
..W

Dairy Farm Waste Management Odor Control Checklist
Sulu cc Cause _ _ B&IPs la Minimize Odur Site Specific Practices
lfarinlltedd � • Dairy produclion Fr Vegetative or wooded buffers
Fr Recominended best managentent practices
l3,'Good judgment and common sense
Paved Iota 411 barn alley Wet manure -covered surfaces C1- Scrape or (lush daily
surlaccs l-1 Promote drying wills proper ventilation
GV' Routine checks and maintenance on waterers,
hydrants, pipes, stock tanks
ItcJ-led'licas thine l4w Promote drying Willi proper ventilation
• Partial microbial decomposition Replace wet or manure -covered bedding
k1.Iuule Jty mocks • Partial microbial decomposition
SI41141e lailk 3;ysill • Partial microbial decomposition ;
!iI lace Mixing while filling;
f� • Agilaliun when emptying
Provide liquid drainage for stored manure
fl Bottom or mid -level lortl'utg
fl Tank covers
n Basin surface mats of solids;
Q Minimize lot runoff and liquid additions
n Agitate only prior to manure removal
n Proven biological additives or oxidants
Scaling II III I:lces
• Partial microbial decomposition
C,]
Liquid drainage from sellled solids
• Mixing while filling
C7
Remove solids regularly
• Aghast m whetl emptying
ALwji1C, Ilr Shlalge
• Agitation when spreading'
n-Soil
111]CCllorl Ilf Slllrry/SlndbeS �—
IIIICI5
• Volatile gas emissions
n
Wash residual mamlre from spreader after use
n
Proven hioingical additives or oxidaells
IIILIK'rlcll llldlitile,
• Volatile gas emissions while
fl
_
Soil injection of slurry/sludges
Murry ul sludge uu tield
drying -
n
Soil jiicorporalion within,18 llrs
Mill - ACCii
W"Spread in thin uniform layers fur rapid drying
s
n
Proven biological additives or oxidants
1=1u; soul '-
Agitaliou ol'rccycled lag+m i
n7
Flush lank covers; -
liquid while tanks are filling
CI
Extend rill lines to near butlnm cur lanks wish
allli-siplion vents
Otilt.ilse It luclioll
• Agilatilln th3rimg wastewater
n
llox covers
Ili p 11 111xL'S
conveyance
Akl()i' - Hovember 11, 1996, Pale I
Prockve r ;

1
Source 'Cause UNIPs to Minimize 0410r, Side Specific Practices
Li f us Agitation during sump tank A Sump tank covers
filling and drawdown
I.+:11 of d • iXul►es at • Agitation during wastewater Cl Extend discharge point of pipes underneath
lagunr conveyance lagoon liquid level
%agliom II++ft�45
• Volatile gas emission;
• Biological mixing;
• Agitation
Cl Proper lagoon liquid capacity;
13 Correct lagoon startup procedures;
Cl Minimum surface area -to -volume ratio;
171 Minimum agitation when.pumping;
171 Mechanical aeration;
O Proven biological additives
1
hi igalion spriuklcr • I Iigh pressure agitation; W Irrigate on dry days with little or no wind;
uoulcs • Wind drift (W Minimum recommended operating procedure;
Cl Pump intake near lagoon liquid surface;
fl Pump front second -stage lagoon;
Ei Flush residual manure front pipes at end of
slurry/sludge ptanpings
D4:UII it+►imial5 • Carcass decomposition Proper disposition of carcasses
St:uuliug ►rater auluild Improper drainage; G' Grade and landscupc such 1htit water drains
I�i�tluics . Microbial +Iccotnnosition of away from facilities
organic madder
Atud tracked onto public • Poorly maintained access roads W Farm access road maintenance
loa,ls Iltirl+ f;Irtli access
Additio+lal Inli►rmation : Availahle Front
Camlc Alaiture Management ; 0200 ltule/BMP Packet NCSI1, Courtly Extension Center
1 tally 1`4111calional Unit Manure Management System - Lake Wheeler Road Field Labor uory; EDAE 209-95 NCSI I - IIAE
higoou Ilcsign and Management for Livestock Manure Treatment and Storage ; EBAF 103-83 NCSI I - ItAI:
hlanagcment of Dairy Wastewater; FBAli 106-83 NCSI I - IIAI:
l'alillaI4511 of hlanwe and Wastewater Application Equipment ; FHAP Fact Shcet NCSI I - IIAF
1•411isaurc C't►rtrems in Animal Mamire Management: Odors and Flies ; PRO107, 1995 Conference Procectlings Florida Cooperative 1=ktension
I
A1J( W,
nvcrlihcr 11. 199t1, 1`age2
Lz

Insect Control Checklist for Animal Operations
Sauura Cause IIMPS to control lusecls sifC S11ccilic Praclic"
Flu),h tinuet s Acctimidadou of solids 0 Flush systent is designed and operated
sufficiently to remove accunitilated solids front
gulters as designed.
QK Remove bridging of accumulated solids it
discharge
l.aguuivi :and Fits Crusted Solids CW Maintain lagoons, settling basins and pits Where
pest breeding is apparent to ininintize the
crusting of solids to a deptlt of no more than 6 -
8 ini ics over more Ihan 30% of surface.
Excca�.,Ye Vcg;cialivc • OCCUying vegetation Q-� Maintain vegetative control along hanks of
t i„ltictlt lagoons and other impoundments ut prevent
acctanulation of decayin g vegetal ive mutter
along watee's edge on impoundment's perimeter.
Dry Systems _
I-«.I�e - _ • Fecd Spillage 1, Design, Operate and maintain fecal systeltis (e.g.,
blinkers and troughs) to minimize the
accunudalion of decaying wastage.
Pt Clean tip spillage on a routine basis (e.g., 7 - 10
day interval (uring; simmicr; 15-30 day interval
during; winter).
FcC,I S,,aat;e ACCnakill lilliOUS of feed rCSialtICS - Et- Reduce moisture accumulation within and
- around hurrictliate perimeter of feed storage
areas by insuring drainage away from site
and/or providing adequalis coolainnteitt
covered bin fetr l:re►vees graiu'aud siiuilar I,ig;h
moisture grain producls).
1.7 Inspect For and rrinove or break uli accinotilitted
solids in filler strips around tech storage as
needed.
Anne" - MA-01,ller 11. 1996. Page I

1
S1u11ce Cause HMPs to Control Insects. Site Specific Pradiecs
Aniul.,l 1 tl-ldiug A1cas • Accunull:rlions of aninldl wastes
Eliminate low areas that trap moisture along
and feed wastage
fences and other locations where waste
accumulates and disturbance by animals is
minimal.
1!(
Maintain fence rows and (ilter'strips around
animal holding areas to minimize.
accumulations of wastes (i.e., inspect for and
remove or break up accumulated solids as
needed).
MY tit:luiuc.l l.unllinb Accumulations of uninlal wastes
Remove spillage on a routine basis (e.g., 7 - 111
Sy�lcnl3 — --
day interval during summer, I5-30 day interval
during winter) where manure is loaded for land
application or disposal.
CI
Provide for adequate drainage around manure
stockpiles.
Cl
Inspect for and remove or break up accuuudaled ;
wastes in filter strips around stockpiles and
manure handling ureas as needed.
Fur more infor nilti011 C01113Cl llle Cooperative Extension Service, Department of Entomology. Rox 7613, North Carolina State University,
1taleigh, NC. 27695.7613.
A&II& iwember 11. 1996. Page 2

'i
Mortality Management N-lethods
(check which method(s) are being implemented)
Burial three feet beneath the surface of the ground within 24 hours after
knowledse of the death. The burial must be at least 300 feet from anv flowins
stream or public body of water. I
❑ Rendering at a rendering plant Iicensed under G.S. I06-168.7
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
'D 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)
.y

(0
What are Filter Strips?
Filter strips are borders of peren=
nial vegetation around the perime-
ter of crop fields that help check
runoff and filter out sediment, nutri-
ents, pesticides, and other non -
point source pollutants by
filtration. They are an important
conservation practice for reducing
water pollution when used as buff -
United States Department of Agriculture
Soil Conservation Service
Raleigh. North Carolina
er strips between cropland and
channels. Filter strips should be
used as a component of a com- ►
plete resource management sys-
tem.
Shaping
Filter strips need to be shaped to
insure uniform distribution of flow
Low spots that permit concentra-
urr-ion_inc
tion of runoff water reduces the ef-
fectiveness of filter strips. Since
soil tends to build up at the end of
fields during land preparation, fil-
ter strip areas need to be graded
lower than the elevation of the end
of the rows to permit row drain-
age. A good guide is to grade fil-
ter strip six inches lower than the
end of rows.
.Ma,.-.

Width
Width of filter strips will vary. Gen-
erally, on level land a minimum of
15 feet is needed when channels
are perpendicular to rows and 3
feet when channels are parallel to
crop rows. Filter strips need to be
wider on steeper slopes. Soil Con-
servation Service offices have
specification for recommended
widths for varying slope and soil
conditions.
Filter
..�..:<Grass-filter,strips are effective buff-
ers between cropland and water
bodies. Grading and shaping may
be needed to provide row drainage.
Vegetation
_Select a grass or legume that is
adapted to your soft conditions.
Generally, tall fescue is a good
grass for heavier clay soils. Com-
mon bermudagrass, Bahia, and/or
lovegrass are more adapted to
sandy soils.
Lime and Fertilizer
Apply lime and fertilizer according
to soil test recommendations. Nor-
, ,ply 2.t9ns,9f.Iime and
8001bs. of 10-10-10 fertilizer
when seeding.
Mulch
Applying small grain straw mulch
may ensure the successful estab-
lishment of vegetation. Apply at
the rate of 1.5 to 2 tons of straw
per acre.
Maintenance
• It is recommended that soil test
be made and lime and fertilizer
applied as recommended or use
the following:
— Legume -Grass: In stands of
approximately 50% grass and
legumes, to 800 i
pounds of 0-14-14, 0-10-20,
or 0-9-27, depending on P or
K needed. Apply 1 to 2 tons
lime each 3 to 5 years.
Stands with 80% or more
grass,_treat as grass alone.
— Grass alone: Apply 400 to
800 pounds of 0-10-20,
10-20-20, or 10-10-10 plus
60 to 200 pounds of N in
split applications. Apply 1 to
1.5 tons lime each 3 to 5
years. .
— Legumes alone: Apply 400
to 800 pounds of 0-14-14,
0-10-20, pr 0-9-27,
dependfrig onP arid-K;heedC-
Apply 1 to 2 tons lime each 3
to 5 years.
W
For more details, see SCS Conservation Practice Standard 393 Filter Strip.
• Apply fertilizer on warm -season
perennials in the spring just be-
fore growth starts and on cool -
season perennials In the fall or
early spring. Heavy applications
of ammonium nitrate will re-
quire increased use of lime to
maintain desirable pH of the
soil.
• Weed Control: Mowing on filter
strips should be done during pe-
riods that are normally low in
rainfall and pollutants. This will
ensure a taller, more efficient fil-
ter strip during periods of
high -rainfall:
• Caution. When using chemi-
cals in adjoining fields, sprayers
should be shut off before cross-
ing or turning in filter strips.
Grass strips along channels reduce
pollutants that would otherwise`en-
ter drainage ditches. Filter strips
help remove pollutants in crop
fields.
Where to Get Help
For assistance In planning and es-
tablishing filter strips for cropland
on your farm, contact your Soil
Conservation Service.
All programs and services of the Soil Conservation Service are offered on a nondiscriminatory basis without regard to race, color, national origin, sex,
age, religion, marital status, or handicap.
4.,
October, 1992 0

•
El
What are Field Borders?
Field borders are those areas of
perennial vegetation between crop-
land and other land uses such as
woodlands, pastureland, roads,
etc. Generally, field borders are
about 15 feet wide, although
greater or lesser widths may be re-
quired in certain situations. The
more common uses of field bor-
ders are for turn rows, travel lanes,
United States Department of Agriculture
Soil Conservation Service
Raleigh, Forth Carolina
row drainage, wildlife areas, and
environmental benefits. Field bor-
ders may need to be shaped be-
fore they are vegetated.
Sometimes shaping is important in
flatter land to provide positive row
drainage. On steep slopes, shap-
ing may be needed for better sur-
face water management.
Turn Rows and Travel
Lanes
Field borders are useful around
field edges where it is necessary to
turn farm equipment. Turn rows
should be at least 15 feet wide.
Actual width will depend on farm
equipment needs. Examples of
plants which can be used in this
type of field border are hybrid or
common Bermudagrass, tall fes-
WiF

cue, and bahiagrass. Fertilizer and
time should be applied as needed
to maintain good growth and plant
vigor. Strips should be mowed as
needed to control weeds and pre-
vent tree encroachment. These
areas have additional values as
wildlife habitat and as filter strips
for runoff water from adjacent
fields. They are of particular im-
portance as feeding areas for
young wildlife species during the
spring months. Mowing during
the months of August through De-
cember will enhance these sites for
small'game nesting }iabitat dt!Riig
the spring and early summer
months.
Environmental Benefits
The management of field runoff is
'extremely important in the control
and prevention of stream pollu-
tion. Sediment particles which
often carry pesticides and nutrients
Into streams are trapped in these
borders rather than being carried
Into the streams during periods of
heavy runoff. Plants which are
most suited for this use are tall fes-
cue, hybrid or common Bermuda -
grass, 'Appalow' sevicea
lespedeza, 'Ambro' virgata
les' edeza, lovegrass, or bahia.; "
grass. Combinations of these
plants are often most effective.
These areas also provide excellent
benefits to wildlife populations as
nesting covers. To attain these
benefits, however, careful atten-
tion must be paid to the time of
mowing to prevent nest distur-
bance.
Wildlife
Field borders are often established
primarily for the benefit of wildlife.
Depending on the circumstances
'in a given -area, these borders.can,`'
be extremely useful in providing
food, nesting and escape cover,
and travel lanes, especially for
small game species. In many in-
stances, the limiting factor on wild-
life population is good nesting
cover. Field borders established In
plants such as switchgrass,
bluestem, Indiangrass, Eastern
gamagrass, or a combination of
these plants can overcome this
habitat deficiency. Another major
habitat limitation, particularly with
the trend toward larger fields, is
the lack of good travel lanes to
and from the abundant food sup-
ply usually found in open fields.
These travel lanes, when properly
established, provide escape and
overhead cover. Plants which are
particularly well adapted for. this
use are shrub lespedeza (Bicolor,
VA-70 and "Natob"j, 'Ambro' Vir-
gata Lsppedeza, native warm -sea-
son grasses listed above, and Bus
Honeysuckle.
Natural Beauty
Enhancement
Vegetated field borders provide a
contrast or break in the lines be-
tween woods and fields and within
fields. These plantings can be
used along main drainage systems,
along fence rows, roadways, etc.
where they will be most effective
in improving the aesthetic quaIIties
of agricultural areas. In addition,
they can often be used as
"screens" around unsightly areas.
-Plants which are ideally suited for
this purpose are Bush Honey-
suckle and Shrub Lespedeza.
These plants also provide excellent
food and nesting cover for game
and non -game species of wildlife.
Where to Get Help
For assistance in planning and es-
tablishing field borders on your
farm, contact your Soil Conserva- .
tion SeMce.
For more details, see SCS Conservation Practice Standard 386 - Field Borders.
All programs and services of the Soil Conservation Service are offered on a nondiscriminatory basis without regard to race, color, national origin,
sex, age, religion, marital status, or handicap.
October, 1992

0
Laying Out Fence Line
Set a stake at each end of the pro-
posed fence line and station another
person at one of the ends. Starting
from that end, set a stake every 100
feet with other person verifying the
alignment of the stakes with the two
end stakes.
Setting Posts
First, locate and set corners, turn
points and gates. These are the foun-
dations of the fence system which
United States Department of Agriculture
Soil Conservation Service
Raleigh, North Carolina
keep the wire tight. Use treated
posts, black locust, red cedar, or
other material of equal life and
strength. Use a minimum of 5-inch
diameter for corner posts. The usual
spacing for intermediate posts is 10,
12, and 30 feet apart for barbed,
woven, and high tensile electric
wire, respectively.
Height of the fence and the depth of
post setting determine the length of
posts needed. The corner posts
should be set at least 3 1/2 feet in
the ground.
Corner and End -Post
Assembly
Following are the steps in construct-
ing single -span assemblies. Repeat
as necessary for double span assem-
blies.
• Dig the holes for the anchor and
brace posts, spacing them 8 feet
apart.
• Set the anchor post, but not the
brace post. Tamp the soil firmly
as you 'replace it around the post.
ti

Lean the top of the post I inch
away from the direction of the
fence pail so that it will straighten
to a plumb position when the
fence is stretched.
• Stand the brace post in its hole
and fasten the wood brace to
both posts. Use dowel pin con-
struction for a strong assembly.
• Set the brace post, tamping the
soil firmly as you replace it
around the post.
• Attach the brace wire and splice
the ends together. Tighten the
wire by twisting it with a strong
stick or rod. Leave'the stick -or
rod in place so that you can ad-
just the tension when necessary.
Woven Wire Fences
The styles and designs of woven
wire fencing are designated by a
three- or four-cligit number; for ex-
ample, 1047 or 939. The first or
first two digits indicate the number
of line wires in the fencing and the
Lot two indicate the height in inches.
Stay (vertical) wires are spaced 12
Inches in fences for horses and 6
inches for hogs and cattle. Standard
designs of woven wire fencing are
combined with barbed wire.
Barbed Wire Fences ' .
The 12 1/2-gauge wire with 4-point
barbs is the most widely used for cat-
tle and horses. The lighter 15 1/2
gauge wire is also used. Unroll,
stretch, and fasten one line at a
Rime. In a combination fence, attach
the barbed wire below, the woven
wire first. Then attach the wires
above the woven wire, starting with
the lowest one and working upward.
Erecting The Fence
• Fasten one end of the wire roll to
the anchor post, leaving enough
wire free to wrap around the post
and splice. If the anchor post is a
gatepost, remove the barbs from
the wire to be wrapped around
the post to prevent injury to per-
sons or animals using the gate.
• Wrap the wire around the post
and splice it onto itself, 3 1/2 to
4 turns.
• Unroll the wire along the ground
to the next anchor post. Unroll it
straight off the roll — not off the
side.
• Set up a dummy post about 8
feet beyond the second anchor
post and brace it. If you are erect-
ing a combination woven wire
-"`and barbed wire fence, you can
use the dummy post set up to
stretch the woven wire fencing.
Attach a fence stretcher or a
block and tackle unit to the
dummy post, and attach the wire
'to the stretcher unit.
• Staple each strand of barbed wire
to each line post. Drive staples di-
agonally with grain of wood and
at slight downward angle, not
against the wire so tightly as to
bind wire to the post so animals
pushing against wire cause wire
to pull staples from posts. Slack
strands may be tightened in later
years by loosening wire at comer
post and restretching if wire is
not bound tight to each line post.
Stretch top "strands of barbed
wire first so other strands will not
tangle with those in place. Use 9-
gauge galvanized staples with
minimum length 1 1/2 inches for
softwood and 1 inch for hard-
wood.
Safety Precautions
• Wear heavy leather gloves, boots
or high shoes, and tough, close -fit-
ting clothing.
• It is dangerous to use a tractor to
stretch woven wire or barbed
wire fencing. While up on the
tractor you may not be able to tell
when the fencing has been
For more details, see SCS Conservation Practice Standard 382 - Fencing.
stretched to the breaking point
If the wire should break, you
could be injured seriously by the
recoil of the clamp bar, chain, or
fencing.
• Carry staples, nails, or other fas—
teners. in a metal container or in Ail
an apron — not on your person.
Under no circumstances carry
them in your mouth -- a common
but extremely dangerous habit.
• When stretching woven wire or
barbed wire, stand on the oppo-
site side of the post from the wire
and stretcher unit.
'• If you handle preservative -treated
posts, do not rub your hands or
gloves on your face or other parts
of your body. Some people are al-
lergic to the chemical.
Lightning Protection
Livestock may be killed instantly if
near an ungrounded or improperly
grounded wire fence that receives a
lightning discharge. The current
may travel as far as 2 miles along
the wire fence.
Ground wire fences which have
wood post. Drive a 1/2- or 3/4-
inch steel rod at least 5 feet into the
ground and allow it to extend a few
inches above the post. Fasten the
rod to the post with the pipe straps
so that it touches all the wires.
Another way to ground the fence is
to use an extra long steel post, set 5
feet into the ground, every 150 feet.
Reference
Fences for the Farm and Rural
Home, USDA Farmers Bulletin No.
2247, and Material Specification
591.
Where to Get Help
For assistance in planning and estab-
lishing fencing on your farm, con-
tact your Soil Conservation Service.
All programs and services of the Sail Conservation Service are offered on a nondiscriminatory basis without regard to race, color, national origin, sex,
age, religion, marital status, or handicap.
i
0
.March. 1993

STATE: NC PROJECT: L.• Perry Bell, III
BY: JTS DATE: .12123/99 CHECKED BY: DATE: JOB NO.:
1BJECT: Re -calculation of storage period with 25yr-24hr runoff going into WSP#2
A. DESIGN VOLUMES
1, Normal Runoff for 365 day period.
Use average runoff values in Ag. Waste Management Field
Manual for Iredell County.
Surface
Unsurfaced
Normal
Runoff
Runoff
Normal
Month Rainfall %
Depth
%
Depth
Evaporation
FEB
3.86
56
2.16
25
0.97
1.60
APR
3.35
56
1.88
25
0.84
3.$0
AifA'
JUN
4.19
6D
2.51
27
1.13
4.40
OCT
3.44
62
2.13
30
1.03
2.40
DEC
3.80
57
2.17
23
0.87
1.70
Try 4.4
Months
Oct. through
Mar.
:Surface Runoff Depth: 7.8
Drainage Area:
sqft
Surface Runoff =
7.8
0 sgft cuft
12"/ft
2. Waste volume
Volume = 180
cows x
10 pVdaylcow x 132 days x 43% confinement
7.48 gal Icuft
Volume = 13,65g cuft
3. Wash Water
Parlor and Washroom Water
180 cows x 7 oaudayrcow x 132 days = 2$235 cuft
4. 25yr - 24hr runoff
CN=95
Rainfall = 5.5'
Runoff = 4.91"
25yr - 24hr runoff = 4.91" X 0 sgft = 0,000 cult
12"Ift
5. Rainfall minus evaporation 'on pond surface (Ralnfaff passes to WSP #2 through the overflow pipe)
• minus equals 0 inchesl12 = 0.0 feet per 4.4 Months
Bell.PeryWSP re -calculation
w
Page 1

STATE: NC PROJECT: L. Perms Bell; Ill,: �c
BY: JTS DATE: 12/23M ''� CHECKED BY' DATE: JOB NO.:
JBJECT:Re-calculation of storage period with 25yr-24hr runoff going into WSP#2
6
6, 25yr - 24hr rainfall on pond surface (Rainfall passes to WSP #2 through the overflow pipe)
Rainfall = 5.5" = Ofeet
7. Freeboard + Emergency Spillway stage = 1.7 feet
B. SUMMARY OF DESIGN VOLUMES
1. Surface Runoff for 4.4 months 0 cuft
2. Manure 13659 cult
3. Wash Water 22235 cult
4.25 yr - 24 hr Runoff 0 cuft .
TOTAL 35,894 cuft
5. Rainfall minus evaporation on pond surface 0.00 feet -
6. 25yr - 24hr rainfall on pond surface 0.00 feet
7. Freeboard + Emergency Spillway Stage 1.70 feet
TOTAL 1.7 feet
C. Sizing Waste Storage Pond "AS BUILTS" Volume
73 ft X 125 ft top width (to top of dam)
1.7 '
• $5
lt IF X
116
ft top width
8 '
Slope 1.7 :1
2.7:1 Slope
Slope"42:5!:1 47.6
It X
94.0
lt @ mid section
_° ;;�:'3,t:1 Slope
.,
30
It X :,,*::72
.i.�
;
:,'-ft boftom Wdth
Depth
Top
sonotn
Mid Area
Volume = 8 16 ((
750 )
+
( 2160 ) +
4 ( 4,474 ))
Volume = 36,828 cult
Exceeds the
132
days loading
VOLUME NEEDED =
35,894 cult
Normal Pump out Volume =
0 + 13,659 + 22,235 + 0.0 x 73 x 125
35,894 cult per 132 days = 99,253 cult per year
= 268.488 gallons per 132 days = 742,410 gallons per year
Maximum Pond Level (Pump -out Elevation)
0.00 + 1,70 + 0,000 1 ( 65 x 116 )
1.7 below top of dam
Bell,PeryWSP re -calculation Page 2

1 United States Soil
Agriculture tmentof Servicervation
PO Box 158
Salisbury, North Carolina
28145
•
i
Subject: SOILS -�P.13!
e Laggon Investigations
Von Bell, H. C. Myers
TO' John L. Caviness
DC, SC S
Statesville, NC
Date: February 28, 1983
File Code: 430
Here is a sumtmary of the findiags we made on February 24 at the above
referenced waste lagoon sites in Iredeli County.
L. P. Bell - This site is situated aver are intermittent drainageway with
strongly sloping (12%) sides. The slopes are of Cecil like soil and the
bottom is deep deposited material of a clayey texture.
This investigation did not indicate the presence of a sandy layer in the
deposited material within a depth of 10 feet. If a sandy or more pervious
layer is exposed in cutting provision for selling the area will have to be
made. Diverting of the surface water will be a problem with this site.
With these exceptions this site seems to be suitable for this use.
Von Bell - This site is situated on a sidesslope of about 8-9% grade. The soil.
is Pacolet like (shallow Cecil) with fairly micaceous sub horizons. The lagoon
will be built beside a small permanently flaring stream with a depP channel.
The soil.is generally suitable for this construction. However with the
presence of. -loamy horizons below 50 inches -on -the slope and the amount of
mica present at these depths a liner of impurvious clay over the entire
crater area would be advisable. This is particularly important since the.
possibility exists for seepage directly into the small stream.
H. C. Myers - This site is on a gently sloping Cecil soil. A dawsilo cut
into the slope at the lower side indicates that the clayey layers of the soil
are more than 50" thick and the soil is fats! ly typical "Cecil."
No serious hazards are apparent on this site. Since the sub horizons are
not normally clayey the bottom should be lined with clay to assure no
seepage.
C. M. McCachren
Soil Survey Party Leader
O The Soil conservation Service
Vis an agency of the
Department of Agriculture
.`

.. United States
Department of
., Agriculturg
Soil
Conservation
Service
Subject- ENG - L. P. Bell Waste Storage Pond
To; John Cavi ness
DC, SCS
Statesville, NC
r'
P. 0. Box 158
Salisbury, North Carolina
28145
oat,: March 17, 1983
Fife Code: 210
Attached is the approved design for the L. P. Bell waste storage pond.
Please review this design carefully because I made some corrections on the
design and drawings. Also attached are some calculations on separating the
solids and liquids. As we discussed by telephone, I do not think that it
would be feasible to handle the waste by trying to separate the liquids and
solids.
If more assistance is_needed on this job, please contact us.
. Hubert J. Pate, Jr:
Civil Engineering Technician
Attachments '
cc: T. H. Wetmore, Jr. w/o attach.
V. H. Jones w/o attach.
O`J The soil Conservation Service is an agency of the
Department of Agriculture

NC-ENG DRAFT' U.S DEPART+4ENT OF AGRICULTURE
SOIL CONSERVATION SERVICE
LOCATION CODE I q 3 S
PLAN OF WASTE STORAGE FACILITY
SPEGIq Z
NAME L . P BELL ACP # Pgom-T DATE 3 - 8 3 DISTRICT. I RED E_L L
I�Z
LENGTH
fz0`0
SIDE SLOPE?_ST0 IC , AVE. TOP ELEV. O /
72 YID SECTION _
a 86 1
01
BOTTOM ELEV. I
L _ LENGTH J
8' ZI&O14, 1Z8Volume = dewith C(�r!a9o`4
f top) + (area of bottom) + (4 x urea midsection]= 34,709 cu. p
Use of facility WASTE 5re2a6E Pflnto
Capacity 25 4 . (n 2 !o gallons
Volume Cost -sharing cu. ft.
Soil type a CO L ST _
B. M. description _ZOd NatL -Arai _BAC.iL
G a OF o o '.
GE00N2 19- WOODED_ FOOTER.,
Elev. 100.00
9
ELEVATION SUMMARY
Bottom _
8 4.0
Normal liquid level
Storage (normal precip). +
033
Maximum liquid level
9 2.3
Storage +
!.O
Crest ESW
43.3
Stage +
b.7
Freeboard + _ ..
1.0
Top of Dem
95.0.

U . S . DEPARTMENT OF AGRI( ,TURF NC-ENG- 4 0
Soil Conservation Service 5/83
LOCATION CODE
• PLAN OF EXCAVATED WASTE STORAGE POND
•
NAME ACP $ DATE DISTRICT
LENGTH JJ7 ,
C� .• '; : SIDE SLOPEZ? TO 1
a ; AVE.. TOP ELEY. /CQ �
, ��� MID SEOTION
77
/!
AYE. BOTTOM ELEV.
LENGTH %z
Volume ili' Caren of top) + (area of bottom) + (4 x area midsection] - 363„f/57 Cu. Ft.
6
/. SUMMARY
Use of ' facilitq03
Capacity, `Gallons •Bottom Elev.
Normal liquid level Elev.
Volume Cost -sharing Cu. Ft.
Soil type
B. M. description
Elev.
Storage for normal precip.(Ft) + L'2 3
Maximum liquid level Elev. z,3
Storage for:
25 yr. freq. precip. (Ft.) +
Crest ESW Elev. 9-3.
Stage (Ft.) + 0•-7
Freeboard (Ft.) +
Top of Dam Elev. �75, a

i �_/�/, � rN. :. �•� ✓Gi,��%r' �, f? �� C(%r�� T� STeR,�E� ftirV� �F�cL , / .
W OF
a
- .._.....__
...... .......
Min
TuL-. 5. -._ -
• . Y-.._.._ d 7 �. 4'• I to ..
SCp`r.

No,07lq
2. A new LA
7ULY 0 7 x
3.9 3
]Zeld&
-------- P14- 6�!v
.......... 5 7
...... ......
/0 20 77Vl 4al r,61 P
'7 S_7-16
.1

1
� /V ,�rH G9�'G�•1Nr� L.1? �� �,%i9.ST� STve�v }�'h'����I�zc, Co.
J NuTP7C-W 7—
zo
[!?.d-�cws (D,15� ��/6uw�gY ;�S,�ays �.,�7�/6.s..:_- •_ �_ _... __ .
TF
E
(Iza taus Q. 57�b1 �rv��

Ll
0
!VVW7TY c_r 004/,/,! J,r'E C
rid 7
Ao ` � L/rri/T,JTiONS At- /5 L}F
(, ,4S , Z'-P /VO r sf� `Et9t� L(%r95TE XX v��9iN�q�k,.lrs
dz N6WA> 5rAFFiis-
- �z
- ........._._.._.6M,0467',M41 G��'1 r._. GV 71 r . (virvowty ._/SiT i F.rve _
.'

U. S. DEPARTMENT OF AGRI'. .TURE { NC-ENG-24
SOIL CONSERVATION SERVICE File Code ENG-11
8/72
Request for Engineering Assistance �� �,� /9 3 3-
• NAME , ell
WORK UNIT 2--e eWe // -
TrPE OF JOB
Drainage: 0. D. Tile Pump Group
Farm Pond: Stock Water Irrigation Fishing & Recreation
Impounded Excavated
Irrigation Terracing Striperopping Grassed Waterways
Lagoon Other
WRRK M BE CHARGED TO
SPe& Pro PC/
CO-1 REAP Watershed: RC&D_L _
TYPE OF ASSISTANCE RESTED
1. Needs and feasibility 5. Layout Assistance
2.
. 3.
Survey Assistance 5. Constr. Supervision
Design 7. Final Check
Design Approval 8. Other -
Estimated job class:
16 III IV V
DATE ASSISTANOE REQUESTED-' • ..� _ .
2 (Distr t onserva nist)
DATE: 3 APPROVTD:
1 (Area onse ationist)

SCS-ENG-538 `
Rev. 5.70
lU. S. DEPARTMENT OF AGRICULTURE
SOIL CONSERVATION SERVICE
•
•
•
SOIL INVESTIGATION TO DETERMINE SUITABILITY OF PROPOSED POND SITE
'LOW,
WATERSHED AREA MEASUREMENTS
CROPLAND-ACRFS PASTURE -AC RES
WOODLAND -ACRES TOTAL -ACRE' f / • • f
SKETCH i • • { • / • / i BORINGS /
Locate reterence point " Center line of dam and 1&mfify on sketch.
■
■
■■■
■■■■■■■■1■■»I■■■■■■
■■■
■■■
■■■■�■■■
■■■■■■�
■■■■■
■
■■■
■■■■■■■■■fi1■■■0
■■■=
■■■■■■■■■M■■■■■X2NOr
.
BORING . 1>`
Make and list dam -sue and splihmm bartngi hIrst. then ponded arm and bonvw pit barftW;.sevaraft with vmnlkW md Nna
(Continued am back whom neressand Show u4ter table elevations on dam -saw borinO.
Mammon
m!m■Im■■!■I■■1■!■I■�■1`■i■I■I■I■'■I■!■I■I■
�
- � •
�'
I■���■I■
■I■
■!■I■�■
■!■ill■I■!■i■
■I■�■
BORING$ MADE BY CIA =CLS Kk SIGNATURE & 'Ti'1'L.E
,I

TYPES OF MATERIAL ENCOUNTERED IN BORINGS
(Use one of systems below)
UNIFIED CLASSIFICATION
USDA CLASSIFICATI6N-
GW - Well' graded gravels; gravel, sand mix
g - gravel
GP -Poorly graded gravels
s - sand
GM -Silty gravels; gravel -sand -silt mix
vfs - very fine sand
GC -Clayey gravels; gravel -sand -clay mix
sl - sandy loam
SW -Well graded sands; sand -grovel mix
fsl -fine sandy loam
SP -Poorly graded sands.
1- loam
SM - Silty sand
gl -gravelly loam
SC - Clayey sands; sand -clay mixtures
si - silt
ML - Silts; silty, v. fine sands; sandy or clayey silt
oil -silt loam
CL -Clays of low to medium plasticity
cl -clay loam
CH -Inorganic clays of high plasticity .
MH - Elastic silts �, 3
sicl - silty clay loam
scl = sandy clay loam
OL -Organic silts and silty clays, low plasticity
sic -silty clay
OH -Organic clays, medium to high plasticity
c -clay
1. Suitable material for embanloent is available es Q No ondiwe w4m hooted on the ska&h an,
yes. etdy
REMARKS:
2 Explain basards requiring special attention in design hs.eyuo.. aprl ro,.,oat .rr1
4
{REMARKS:
GENERAL
24
26
25
27
29
29
30
31
32
33
84"
86
301137
38
39
40
41
42
43
1 44
46
14814714810150
61
1
1
1H
I
U
1
11
1
•
0

U. S. Department of AgricL. ire
Soil Conservation Service
NC-ENG-34
September 1980
File Code: 210
HAZARD CLASSIFICATION DATA SHEET FOR DAMS
Landowner j2 d&-/ County e e/1.
Community or Group No. L — Conservation Plan No.�
Estimated Depth of Water to Top of Dam__IL Ft. Length of Flood Pool '26 Ft.
Date of Field Hazard Investigation zm
Evaluation by reach of flood plain downstream to the point of estimated minor effect
from sudden dam failure.
Est. Elev. :Esf. Elevall'o-n
Kind of .:Improvements: of Breach
Reach: Length: Width: Slope: Land Use Improvements : Above :Floodwater Above
: : Flood Plain: Flood Plain
t. t. : % Ft. Ft.
2
:
3
Describe potential for loss of life and damage to existing or probable future downstream
improvements from a sudden breach a2,4 je. L11 Ae , - Ai- / s 3 X4, - ex C0-�e2A�
Hazard Classification.of.Dam,,(g b, c) (see NEM-Part 520.21)
Dam Classification (I, II, III, IV, V)
By
11) e_- I
te
Concurred By
name title
NOTE: 1. Instructions on reverse side.
• 2. Attach additional sheets -as needed.
Date
Date
'9

INSTRUCTIONS
All dams built with technical assistance from the Soil Conservation Service
must have a hazard classification assigned by the person responsible for
approving the design. Most farm ponds, except in borderline cases, can
be classified after a complete field investigation without assuming failure
and making breach studies. This data sheet is to be used for recording
the information obtained through field studies and for documenting the
hazard classification. Where there is a possibility for loss of life or
major property damage from a dam failure, an approved breach routing
procedure is to be used. (Consult with the area engineer.)
Hazard classifications of dams are made by evaluating the possibility
for loss of life and the extent of damage that would result if the dam
should suddenly breach --that is --a section of the dam be suddenly -and.
completely washed dui. It is to be a'ssu'Med that a wall of water will be
released equal to the height of -the dam. This flood wave will be reduced
in height as it moves down the flood plain. The wave height (depth of
flooding) should be evaluated for a sufficient distance downstream until
the estimated flood level will not cause significant damage to improvements,
such as homes, buildings, roads, utilities, reservoirs, etc. The breach
flood level will be reduced depending on the valley storage, slope, and
openess'.�of the flood plain; however, in a narrow -steep valley slopes
steeper than 10% should be given special consideration. One method of
evaluation is to compare available valley storage (under flood conditions)
to impoundment storage (figured to the top of the dam) for each reach
evaluated with a judgment estimate made of the flood wave height at all
critical points downstream.
Should there be any questions about the hazard classification for a dam, .
the area engineer should be consulted before making -design commitments.

l 'Fie
SUR WC,
Ma
ae V ���fff
� i ^
l.4....... .�..
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,r.+�,i,i
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"":R;,4+L.}, r ,� J• s,
-If,
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rr 5 '4i t
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y xr�� [� � rf rJ a }.�?.r -:� � 'i''' 7 � ' , l c�•�. ..i,,,, 1 F. rrj i t r y -. � r. it f
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"Y.�6�� la"�y `54n Y �ti �+s +� a d..r }., .,{ g'.,+e• ��., _ �f a.� � �S{'. N r^. �, `7'.�•j+'� �, � _a •i •f<�,i�' � -,
r• s 3
�� 4 � i� �'' - • : ! } � �. 1 it ' �% �' ' v.i stir '+ • � - µ k ' : � ��+ rJ ~ + � 1
I
71
t ; 1rr r ' q~ ��. �}. •f ' - _th r }' x+ �� F 7 f � _ � � � --� �+'i".r �' ,, � Y-- :
.r F+ r,_.}r. r.. ��{,. ,s,,. l 'd.-� f.. � 5, Mf r.�rgXw.y�• '..W{wl !•• f r^± � _ }, �� 4• , n f'hf ^.� �: �.. 4 v.. ...
fi L \lhl'. 4 Y�1' ♦` _ '.;lj 'y,. �' Y " 1 Y7', 1 '� VIJ.I/ r
s--• 3•-- .-�- � r: a may- y► i- � _ f¢ «y' ��s � � y_. .tiyJ�F,Nx :. < i�._r+ 17xry.-s. .- ..
- : � - 5• +1 1. � -�k A :iP t'� �` +..�. _ � ` \` - .
far. 'b �$ aol.:�-. Sd.'ar'S
' .. .. .. xi.'. ,h'•r.., _-c` kf ,k/ AwtlC �C-,. ,�✓31hEc ✓�i
it : .44Tqa,.
• �..... �_.,. ,"'` ....,... ._..........'_.. ..._.... i.:!Mi''ds .diet, 6� �r'��t•`, �"7"'""
r

NC-ENG-12 ) U.S department of Agriculture
8/72 Soi_ Zonservation Service
(formerly NC-71)
VOLUME ESTIMATE FOR EARTH EMBANKMENT
Isame _ L ez/ _
1. Address w e
Embankment: Top width =L! Side Slopes
FILL SUM OF i DOUBLE
STATION HEIGHT END AREA END AREAS DISTANCE VOLUME
( Feet) (Sq. Ft.) (Sq. Ft.) ( Feet) (Cu. Ft. )
DO
/0 S
0 0
4L/7
1,5/73
s
o is �s
1. Double Volume of Fill—' 2 = 1 2 s3 Cu. Ft.
2. volume of embankment fill (line 1 = 27)= V60 Cu. Yds.
Allowance for settlement (3 or 10% of line 2)4Cu. Yds.
Total cubic yards ( line 2 + line 3) = sQ Cu. Yds.
Computed by SL C pate 3223
�M wo.n lM7n R.tl leve
y

ZCS• ENO.529
AEV 6•69
U. S. OEPAATMENT OF AGRICULTURE
SOIL CONSERVATION SERVICE
?ARTHWORK COMPUTATION SHEET
LOCATION. It /
OWNER L P Se
WATERSHED
SUB -WATERSHED
SITE NO.
C ACTOR
COMPUTED BY
DATE
ITEM
CHECKED BY J O
DATE 17-3
CONTRACT NO.
ESTIMATE
CU. YOS,
JACTUAL
ICU. YOS.
SECTION -
PRODUCTS
VOLUME
REMARKS
I 1 � f
E am-
�
I �
l�
,�♦
���se■s�■r�
ma : 1"1 0 - 401- 4TI SHEET OF SHEETS

STATE: NC PROJECT: L. Perry Bell,III -- Iredell Co.
BY: JTS DATE: 10/03/96 CHECKED BY: DATE:3/91 JOB No: 49-97-25-16
• SUBJECT: waste Storage Pond #2 Sheets of ,
1. Manure Produced: What manure is produced by the 60 heifers that use
this area is scraped into WSP#1.
2. Normal Runoff:
CN 98 (paved lots, roofs, driveways)
Drainage Area - 21,780 sgft (0.5 ac)
M4nt$
MAR
Rainfall
4.81"
APR
3.52"
MAY
3.85"...
JUN
4.52"
JUL
3.6211
AUG
4.37"
24.69"
Rung f
4.57"
3.29"
3.62"
4.28"
3.39"
4.13"
23.28"
• CN 69 (poor pasture,. grassland)
Drainage Area - 178,596 sgft (4.1 ac)
s
(23.28") (21,780sgft) = 42,253' cuft
12"/ft
Month Rgi nfal 1 Runoff
MAR 4.81" 1.82"
APR 3.52" 0.96"
MAY 3.85" 1.17" _(8.0911) (178.596sgft) 120,403 tuft
JUN 4.52" 1.61" 12"/ft
JUL 3.62" 1.02"
AUG 4.37"
24.69" 8.09"
l
TOTAL VOLUME = 162,656 cuft„.

/ I
STATE: NC PROTECT: L. Perry Sell,III--'Iredell Co.
BY: JTS DATE: 10/03/96 CHECKED BY: DATE: JOB No: 49-97-25-16
• SUBJECT: waste Storage Pond #2 - Sheet— 0 3
3. Normal Precipitation less Evaporation on Pond Surface:
Month Rainfall (3811/12)(6 mos.)
MAR 4.81"
APR 3.52"
MAY 3.85" 24.69"
JUN 4'.52" 19.001,
JUL 3.62" 5.69" / 1211/ft = 0.47' Vertical Storage
AUG 4.37"
24.69"
-4. 25yr - 24 hr Precipitation on D.A. & Pond Surface:
1 Day CN 98 D.A. 21,780 sqft (0.5ac) 25yr - 24 hr = 5.50"Rainfall
= 5.26" Runoff
• " = 9,547cuft
12"/ft
9.547cuft = 0.38
34, 400sgft (pond surface)
Pond Surface: 5.5 "" = 0.461
12"/ft
1 Day CN 72 D.A. 178,596 sgft (4.1ac)
" = 40,184 tuft
12"/ft
40.184cuft = 1.2'
34, 400sgft(pond surface)
0
0.3' + 0.46" + 1.2' = 1..961..
- use 2.0' Vertical Storage

STATE: NC PROJECT: L. Perry Bell,Ill -- Iredell Co.
BY: JTS DATE: 10/03/96 CHECKED BY: DATE: JOB NO: 49-97-25-16
SUBJECT: Waste Storage Pond #2 Sheets of 3
5. Emergency Spillway Design:
25 yr - 1 Day = 5.6 inches rainfall = (15 cfs) Q = 15.00 cfs
Retardance : D Maximum velocity: 6fps Length Control Section: 25 ft
Discharge (q) = 2.5 cfs/ft Stage (Hp) = 1.1 ft
Outlet slope Range 1$ min Ilk max
Bottom width = Q/q = 15.00/2.5 = 6 ft** Outlet slope = 5%
Due to size of the Drainage Area (222,156 sgft), the ESW will have a
stage of 1.0 ft. with 1.0 ft of freeWard. The crest of the ESW „raill.,be
2.0 ft below top of Dam and will be *12 ft. wide to better facilitate
construction equipment.
Bottom (at dam) ................. .............Elev. 80.00
Normal Liquid Level .... ......................Elev. 90.53
Storage for Normal Precip..................... (+) .47
Maximum Liquid Level ..........................Elev. 91.00
25 yr. Storm Storage .......................... (+) 2.00
Crest ESW......................................Elev. 93.00
Max. Flow Depth ................................ {+) 1.00
Freeboard ...................................... (+) 1.00
Top of Dam....................................Elev. 95.00
3
0

STATE: NC PROJECT:., L Perry Bell,
BY: JTS ',,DATE:`.'* f 3000 :'a �7 ;CHECKED I
4 Bch >.�.
SUBJECT: Re-calculation'of pump•out m7 aik kft 4nfall-arid.starrr�"sl
SUMMARY OF DESIGN VOLUMES
1. Surface Runoff
2. Waste Volume
3. Wash Water Volume
4.25 yr - 24 hr Runoff
ref ( P
r
3Y. DATE
162656 cult
0 cuft
0 cuft
9547 cult
TOTAL 172,203 tuft
5. Rainfall minus evaporation on pond surface 1.07 feet
6. 25yr - 24hr rainfall on pond surface 1.00 feet
7. Freeboard + Emergency Spillway Stage 2.00 feet
TOTAL 4.1 feet
Bell,PeryWSP#2 re -calculation
(Existing plus WSP#1's volume)
(Existing plus WSP#1 s volume)
Page 1
,y

GRAPHICAL PEAK DISCHARGE METHOD Version 2.00
Project : L. Perry Bell, III User: JTS Date: 10-17-96
C ty : Iredell EAST State: NC Checked: Date:
Witle. .
Data: Drainage Area 4.6 * Acres
Runoff Curve Number 72 *
Time of Concentration: 0.21 * Hours
Rainfall Type II
Pond and.Swamp Area NONE
Storm Number
1
2
3
4
5
6
7
Frequency (yrs)
1
2
5
10
25
50
100
24-Hr Rainfall (in)
3
3.5
4.4
4.9
5.6
6.5
6.8
Ia/P Ratio
0.26
0.22
0.18
0.16
0.14
0.12
0.11
Runoff (in)
0.81
1.12
1.75
2.12
2.67
3.41
3.66
Unit Peak Discharge
1.098
1.128
1.165
1.179
1.195
1.211
1.215
(cfs/acre/in)
Pond and Swamp Factor
1.00
.1.00
1.00
1.00
1.00
1.00
1.00
0.0$ Ponds Used
------- -----------
Oak Discharge (cfs)
------
4
----
6
9
12
15
19
-
- 20
* - Value(s) provided
from TR-55
system routines
I
--W

RUNOFF CURVE NUMBER COMPUTATION
Version 2.00
Project : L. Perry Bell, III User: JTS Date: 10-17-96
Capty : Iredell EAST State: NC Checked: Date:
Sitle:
-------------------------------------------------------------------------------
Hydrologic Soil Group
COVER DESCRIPTION A B C D
Acres (CN)
-------------------------------------------------------------------------------
FULLY DEVELOPED URBAN AREAS (Veg Estab.)
Impervious Areas
. Paved parking lots, roofs, driveways - .5.(98) - -
OTHER AGRICULTURAL LANDS
Pasture, grassland or range fair -- 4.1(69) - -
Total Area (by Hydrologic.Soil Group) 4.6
TOTAL DRAINAGE AREA: 4.6 Acres WEIGHTED CURVE NUMBER: 72*
* •Generated for use by GRAPHIC method

TIME OF
CONCENTRATION AND
TRAVEL TIME Version 2.00
Project L. Perry Bell, III
User: JTS Date: 10-17-96
C ty Iredell EAST
State: NC Checked: Date:
Witle:
,
-------------------------------------------------------------------------------
Flow Type • 2 year Length
Slope Surface
n Area Wp Velocity Time
rain, (ft)
(ft/ft)
code
(sq/ft) (ft) (ft/sec) (hr)
-------------------------------------------------------------------------------
Sheet 3.5 200'
.05
a
0.188
Shallow Concent'd 300
.03
p
0.024
Time of Concentration = 0.21*
--- Sheet Flow Surface Codes ---
A Smooth Surface
F Grass,
Dense
--- Shallow Concentrated ---
B Fallow (No. Res.)
G Grass,
Burmuda..
--- Surface Codes ---
C Cultivated < 20 % Res.
H Woods,
Light
P Paved
D Cultivated > 20 W Res.
I Woods,
Dense
U Unpaved
E Grass -Range, Short
J Range,
Natural
* - Generated for use by GRAPHIC method
•

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L. Perry Bell, 111 30 T
Culvert Evaluation
Iredell County, NC
DESIGN PREPARED BY - DATE - 03-12-1997
FULL PIPS FLOW (OUTLET CONTROL) IN CIRCULAR PIPE.CONDUIT
DISCHARGE IN CFS -
6
PIPE DIA. - INCHES -
11.76
HEAD ABOVE INLET FT.
- 3
• SLOPE OF PIPE - -
1.8
LENGTH OF PIPE - FT.
- 500
ENTR. LOSS COEFF. Ke
- 1.2
ORIFICE COEFFICIENT
- .67
MANNING'S n VALUE -
.01
FRICTION SLOPE - =
1.86
2691 GALLONS PER MINUTE
THE DESIGN ABOVE IS VALID ONLY FOR PIPE SLOPES LESS THAN
1.86 PERCENT .
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7

EFM-2 ESTIMATING RUNOFF AND PEAK DISCHARGE
VERSION 1.10
State: NC
2.3 *
Acres
70
400
Feet
2
Percent
.240
Hours
II
C L Perry BeZI III
C*nt
ty : Iredell
Practice: Culvert
Drainage Area
Curve Number
Watershed Length
Watershed Slope
Time of Concentration:
Rainfall Type
Storm Number 1
Frequency (yrs) 1
24-Hr Rainfall (in) 3
Ia/P Ratio 0.29
Runoff (in) 0.71
Unit Peak Discharge 1.01-1
(cfs/acre/in)
2
2
3.5
0.24
1.01
1.044
3
5
4.4
0.19
1.60
1.084
By: JTS
Checked: --
4
10
4.9
0.17
1.96
1.100
5
25
5.6
0.15
2.49
1.118
6
50
6.5
0.13
3.21
1.135
Date: 03-11-97
Date 2y 9-T
7
100
6.8
0.13
3.45
1.140'
*- --------- -----
k_Discharge-(cfs)-I====2-I--=-2=I====4=1====5=I====S=1$--1__--=9-I
* - Value(s) provided by CN subroutine (F9)
11

EFM-2 ESTIMATING RUNOFF AND PEAK DISCHARGE VERSION 1.10
Curve Number Computation
C�nt :
L Perry Bell III
By: JTS
Date:. 03-11-97
C ty :
Iredell State: NC
Checked:
Date:
Practice:
Culvert
-------------------------------------------------------------------------------
Hydrologic
Soil Group
COVER DESCRIPTION
A B
C D
Acres
(CN)
-------------------------------------------------------------------------------
OTHER AGRICULTURAL LANDS
Pasture,
grassland or range fair
- ,2.2(69)
- -
ROADS IN RURAL AREAS
including right-of-way
Total Area (by Hydrologic Soil,Group) 2.3
---------------------__------------------------------------------------------_-
TOTAL DRAINAGE AREA: 2.3 Acres WEIGHTED CURVE NUMBER: 70
-------------------------------------------------------------------------------
•
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NAME: L. Ae( v 12e//r al
COUNTY:
HEAD REQUIRED TO PROVIDE DESIGN DISCHARGE
INTO DROP BOX WITH WEIR FLOW
H = Head in, ft. required.
(This will be the vti distance Brom the lip of the box to the water level standing over the top of the box.)
Q -= Design discharge in cfs.
L Total flow length (ft) over which water may enter drop box.
(Circum[brenoe of drop box if box is citcular, total of all open sides if box is [octangular)
Design Q = 6- cfs.
L = 4..I3 ft.cm'Aus S-ap-43 �_r 1.'-J)
Note: Any abstructioms, such as sypporl cohumufar covered tops. wWch %$U not allowJbw to mw the boat mast be cmdderud only
disrour
that lengthgged of opening %Mich »ill allow water to peely move btto the boa: may be included In total kngth Q. Grated bdets are
' '
lot ermine Head Required:
H = (Q13.1 L)25
H=U{3.1}5.3.
H = (_ 0.3 e, 3130 lg z l3
H = D. 51 ft. = L "- inches
If Head required is not practical try a box with a larger flow length (L).
tf a covered top is planned, a clearance equal to or greater than the computed Head (H)
between the lip of the box and the cover must be provided if the design flow (Q) is to
be handled by weir flow.
COMPUTED BY: 0.9�- DATE:1 1s7
CHECKED BY: DATE: _T 97
n
LI
...

0
L
DRoP Pox-. CONCRETE BLOCK. 7 aLOLK
pER Courts c . fniolmuM 4 Coakse S (RocoMcNo
$ corA ues) ro 4c vzly-F I.S D 4vER A /1 ` Pip&.
S" COI C&eTe
BLOC X
TOP a► o
C KGRErE
8cocks
wia NEEp
%a 8 c CMPPED p,,
B 0OCKP/CLEp W1 CONCRETE`
-4" OPeA
lz,Dl
Cowckir
No
camoterw
' LID

CONSTRUCTION SPECIFICATION
FOR
WASTE TREATMENT LAGOONS (359)
WASTE STORAGE PONDS (425)
Foundation preparation
The foundation area shall be cleared of trees,' logs, stumps, roots, brush, boulders, sod and
rubbish. The topsoil and sod are to be stockpiled. After stripping, the foundation area will be
prepared to assure a bond with the fill by removing loose dry material, scarifying, disking,
adjusting water content, and compacting as necessary.
Cutoff trench
A cutoff trench under the embankment area shall be constructed when shown on the
construction drawing. Final depth of cutoff trench shall be determined by observation -of the
foundation materials. Sand, gravel, and other more permeable materials shall be removed to
prevent leakage under the embankment.
Excavation
The completed excavation for the storage area shall conform to the lines, grades, and
elevations shown on the plans or as staked in the field.
Fill placement
The material placed in the fill shall be free of detrimental amounts of sod, roots, frozen soil,
N stones over 6 inches in diameter,:;•and .-other objectionable material. To the extent they are
suitable, excavated materials are to be used as fill. The distribution and gradation of materials
shall be such that there will be no lenses, pockets, streaks, or layers of material differing
substantially in texture or graduation from the surrounding material.
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 two passes of standard tamping roller,
or other equivalent method, approved by the engineer. Compaction will be considered
adequate when fill material is observed to consolidate to the point that settlement is not readily
detectable.
Placement of topsoil
Available topsoil should be placed on the top and the exposed slopes of the lagoon
embankment.

Water Control
The minimum water content of the material and foundation shall be such that, when kneaded
in the hand, the fill material will form a ball that does not readily separate. The maximum
water content is when conditions are too wet for efficient use of the hauling and compaction
equipment.
Materials
Materials and fabrication shall be as specified on the drawings. Material to be used for fill
shall come from designated borrow areas.
Installation of structures and appurtenances
The inlet structure or conduit shall be placed on a firm .foundation to the lines and grades
shown on the plans. Installation shall be constructed in a skillful and workmanlike manner.
Extreme caution must be exercised in backfill and compaction around structures or conduits to
prevent damage, movement, or deflection.
General
.w:
Construction operations shall be carried out in a manner and sequence that erosion and air
pollution will be minimized and held within legal limits.
The completed job shall present a workmanlike appearance and shall conform to the lines,
grades, and elevations shown on the drawings or staked in the field.
All operations shall be carried out in a safe and skillful manner. Safety and health regulations
shall be observed and appropriate safety measures used.
•

Soil Conservation Service
�eptenocr :7�u
File Code: 21.0
HAZARD i.Lj6SIFICATION DATA SKEET FOR DAMS
• Landowner L• PM'y 8e1� 'County'
• Cormiunity or Group No. evo Conservation P1an.No.
Estimated Depth of w::t:er to.Top of Oam 4(j -Ft. •,Length of Flood Pool Ft.
Date, of Field Hazard Investigat'icri- 10-/7!f6.
Evaluation by reach of flood plain downstream to the point of estimated minor effect
from sudden dam failure,
Est. Elev. 7st, Eleyation
.V Kind of .Improvements. . of Breach
Reach:- Length: Width; Slope: Land Use Improvements Above. ':Floodwater Abcv
Flood Plain; -Flood Plain
Ft. Ft. � - . ' Ft. Ft.
Am e
l .:.goo
hIg
Describe ootenl.ial ce loss o-F life and damage to existing or probable future downstream
improvement. ' from a sudden breach ,r —AJOI lcr 6t-Ao /as[ of of _ dar &t*- A
-P9#%0Vk .l 9nea6I ,-del Ksr!A L�LRr en1_�, r1� _tw d hi _,2—,` 4, A .'
gr
Hazard Cla:.ci Fica:tic;n of Dai, (a, b, c) (see ME?4-?art 520.21.) a�
Dam Ciassificaticn (I, 11, 111" .IV,
By
Concur rea 3y C
OR�n�j . e
NO'l E . I . i 1'..: i .':i:.L • ''r r r�:'.'�:T' :� }. a :1E'
i =,C! •: _t; SCir !,.l•1:�� ; r.hee :•t:s u— needed.
N tkii 317/31

-�' ti • Y .31
`• 1 �\ } /a�fyC iiB76 ..J l Gaya C ..
- Or
900,
1 N • -,.i f'�'T . � ,�f �5��+ .-�' f \U `� 1 / y/�� i..1•'c, f/1`•-
a
1�1 •',- -� • 1� 11� 41• � �' `� , �/,� � y. � 111 �\r ` � 1,e �� i T �� \`` _''i�.
�� .� "off (« 1 j�s �� � \ S�� " � i � !� •` ~ :-n':�• \ �', : �
! -- - ,gip
• .
Cr
s,.ti:,'�r�L Slh/`'� '��1 � , -�� �/ ill �:�• -, "' ;_ � : I ��"jf�` ��Vl �'` \;�P-,`,'�,J J . 11, �•-`� -' `4
�'_ - ti' err-_. � , r% � �., � � � -� �''fj � .: /',•s; �
I •fl _- �. i . � ('-/��Y N - � b - f �, 7 1. `� ..�.� \. � 1i •/ � /
.. ' _ '��� ' ._ -•�A - - �~ � � � :. -;��, mac' !''�_:�� _� =—:1! 1.' 1 _`�"
In •� � rr. 1 � •r _ 'y .
^-� • � Y\ � �+'; Water,• �' s�' , �• --
�,;,

United States Natural
Department of Resources
vet Agriculture Conservation
Service
NC-CPA-17
REV. ?, 2.96
n
U
WASTE MANAGEMEn FACILITY SITS EVALUATION
G&YElLLL
NAME L. 11 Yyr
J ...w
7
TELEPHONE 2 - d
LOCATION
(e,d E. SIZE OPERATION OPERATION 1/d DA.7y
LOCATION DATA
DISTANCE FROM NEAREST RESIDENCE NOT OWNED BY PRODUCER.VI26 FT.
DISTANCE FROM NEAREST PUBLIC FACILITY (school, c1suck do.) —- Fr
IS SITE WITi@J 100-YEAR FLOOD PLAIN?
YES NO
If yes, MRCS cannot provide assistance.
IS SIIB AT LEAST loo FT. FROM A" BLUE LIVE" PERENNIAL STREAIbf?
YES NO
If no, site must be relocated.
IS SITE WITIM I MILE ZONING JURISDICTION OF A MUMCIPALrM
YES _ NO r L.
If yes, Iandowner should consult with local zoning board about required
permits. Permits must be obtained prior to design approval,
ARE UTII.ITff.S IN CONSTRUCTION AREA?
YES— NO
If yes, see Part 503 of the National Engineering Manual and follow policy.
(Copies of maps or other reference materials may be attached to site
evaluation
WILL. SITE INVOLVE CLEARING WOODLAND OR ANY NON -CROPLAND? YES _ NO
If yes, producer,must complete Form NRC 4$ (Reques fo Ce fled
Wetland DeterminationMellnadon�S+� �`A 4reim -
WILL ACTION RESULT IN SWAMPBUSTINO? fore YES _ NO
IF WETLANDS ARE INVOLVED, IT IS THE RESPONSIDIITY OF THE PRODUCER TO CONTACT THE US ARMY CORP OF
ENGINEERS AND THE DIVISION OF ENVIRONMENTAL MANAGEMENT TO DETERMINE IF PERMITS ARE REQUIRED.
IF WETLANDS ARE INVOLVED, THE PRODUCER SHOULD NOT CLEAR ANY LAND UNT EL A WETLAND DELMEATION
IS MADE. _
MRCS will provide technical assistance -in wetlands only under the following condittoos. For natural wetland
inclusions less than one acre in sixa, NRCS will provide assistance only If the functions and values lost are,fully
mitigated For natural wetlands greater than one acre In size. MRCS will provide assistance only after a
rigorous sequencing process to Include avoidance, minim don of impacts. and compensatory mitigation Is
carried out in that order of preference.
HAS ODOR CONTROL. BEEN DISCUSSED WITH PRODUCER:
• PREDOMINANT WIND DIRECTION? YES ✓ NO_
• PRECHARGING LAGOON WITH FRESH WATER TO AT LEAST 1/2 N//�. YES _ �!O _
OF THE CAPACITY? ! I
• USING GOOD SOUND =GM£NT IN LAND APPLICATION
OF WASTE?
YES ✓ NO
.v

OTHER INNVIRONMENrAL FACTORS
IS ENDANGERED AND/OR THREATENED SPECIES HABITAT PRESENTT _
IS A DESIGNATED NATURAL SCENIC AREA INCLUDED IN THE PLANNING AREA OR
WILL PLANNED ACTIONS IMPACT ON AN ADJACENT NATURAL SCENIC AREA?
IS AN ARCHAEOLOGICAL OR HISTORICAL SITE LOCATED IN THE PLANNED AREA?
ARE THERE PRIME, UNIQUE; STATE OR LOCALLY IMPORTANT FARMLANDS IN THE
OPERATING UNIT?
WILL THE ACTION RESULT IN SODBUSTING?
U the answer to any or the above is yes, NRCS will not provide technical
assistaate unless agency PolicyIs followed
DOES-PRODUCER OWN ENOUGH LAND TO PROPERLY LAND APPLY ALL WASTE
INCLUDING SLUDGE, ALTHOUGH SLUDGE MAY ONLY BE APPLIED INFREQ[M?MY?
IF NO, DOES PRODUCER HAVE ACCESS TO MORE LAND?
IF LAND IS NOT OWNED BY PRODUCER CAN PRODUCER GET AGREEMENT ON LAND
ON WHICH TO APPLY WASTE?
(Attach Waste Utilitatlon Plan to site evaluation.)
- VALID
SHEEP ATrACECn
IS SOIL SUITABLE FOR LAGOON?
IS A LINER REQUIRED?
TYMOP12MTOBEUSM h +lftled�
7 CLAY LINER IS TO BE USED, IS SUITABLE CLAY AVAILABLE ON
SITE?
IF CLAY LS NOT AVAILABLE ON SITE, DOES LANDOWNER HAVE
ACCESS TO CLAY?
3 A CORE TRENCH REQUIRED?
(Attach soil investigation sheet to site evaluatom)
IS SUBSURFACE DRAIN TILE PRESENT?
(Iry+es, tine must be removed or plugged')
NC -CPA- Z 7
REV. t, 2-M
Page 2
YES;,,^ NO J
YES NO
YES _ NO
YES _ NO .�
YES _ NO -,-
YES .� NO
YES 01
YES /#0_
YES", NO
YES..-.- NO V -
CLAY .k/ BENTONrM _ SYNTHETIC„
YES,/ NO
YES _,/ NO
YES ✓ NO. _ ..
YES
SITE APPROVED � YES _ NO_ CONDITIONAL _
COMMENTS
THIS SITE INVESTIGATION IS VALID FOR TWELVE MONTHS FROM THE DATE SHOWN BELOW. IF CONSTRUCTION
HAS NOT BEEN STARTED WITHIN TWELVE MONTHS, A NEW SrrE INVESTIGATION WILL BE REQUIRED. Y
SIGNATURE Z- 1 DATE -
Y Changes in the local or state law or changes is the standard could require a new site investigation.
0
.w

State of North Carolina
Department of Environment, ; MA
Health and Natural Resources • •
Asheville Regional office
• James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary ID E H N F1
Nann B. Guthrie, Regional Manager
TECHNICAL SOIL SERVICES SECTION
May 11, 1995
011
MEMORANDUM �:�:. o r.q4�: '�-� •
TO: John Stevenson = CS CERT. r: z
Soil Conservationist = t #24 �
. :c :a
FROM: John B.-Allison act ���,•�`
Regional Soil Scientist,, ,ryyH s. ALIO�•�`
i ��1111i1111tttlN
SUBJECT: Field Visit to Perry Bell III Dairy Farm
. On April 20, 1995, you and I investigated the soils on the Perry Bell farm on
Bell Farm Road in the Oakdale Community to find suitable clayey soil for a dairy waste
holding pond. Three areas were studied, one in a row crop field, one in the woods, and
one in a pasture.
0
Three distinct soil types were identified:
1. Cecil loam, 2 to 8 percent slopes
2. Pacolet loam, 2 to 8 percent slopes
3. Worsham loam, 0 to 2 percent slopes _
The portion of, the farm investigated consists of a ridgetop and an upland
draw. Cecil soils are on the ridgetop in the pasture, Pacolet soils are on the ridgetop in the
row crop field and Worsham soils are in the upland draw.
Following are the pedon descriptions obtained on the property:
1. Cecil loam on a 2 to 8 percent slope ridgetop:
Ap -- 0 to 8 inches; brown (7.5YR 4/4) loam (field estimate 25
percent clay); moderate medium and fine granular structure.
Interchange Building, 54 Woodtln Place. Asheville, N.C. 28801 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

r•
Bt -- 8 to 43 inches; red (2.5YR 5/8) clay (field estimate 55 percent
• clay); strong medium and fine angular blocky structure.
BC -- 43 to 77 inches; yellowish red (5YR 5/8) clay loam.(field
estimate 35 percent clay); moderate medium subangular blocky
structure.
C -- 77 to 133 inches; multicolored loam saprolite; massive.
Pacolet loam on a 2 to 8 percent slope ridgetop:
AP -- 0 to 5 inches; brown (7.5YR 4/4) loam (field estimate 25%
clay), moderate fine granular structure.
- Bt -- 5 to 18 inches; red (2.5YR 4/8) clay (field estimate 55 percent
clay); strong medium and fine angular blocky structure.
BC -- 18 to 41 inches; yellowish red (5YR 5/8) clay loam (field
estimate 35 percent clay); moderate medium subangular blocky
structure.
C -- 41 to'60 inches; multicolored coarse sandy loam saprolite;
massive.
Worsham loam on a 0 to 2 percent slope upland draw:
0 -- 0 to 17 inches; decomposed dairy waste.
Al -- 17 to 29 inches; loamy to sandy local alluvium.
A2 -- 29 to 43 inches; dark grayish brown 00YR 4/2) loam (field
estimate 25 percent clay); strong medium subangular blocky
structure.
Bt -- 43 to 76 inches; yellowish red (5YR 4/6) clay (field estimate 50
percent clay) common medium distinct grayish brown (2.5YR 5/2)
mottles; strong medium and fine angular blocky structure.
BC -- 76 to 87 inches; yellowish red (5YR 4/6) sandy clay loam Ifield
estimate 35 percent clay); common medium distinct grayish brown
12.5YR 5/2) mottles; moderate medium subangular blocky structure.
1. If the target clay content for the liner and dam core is about 30 to 40
percent then the entire profile from the A to the BC of Cecil and
Pacolet is usable if the horizons are mixed together. The clay in Cecil
--V

and Pacolet soils is Kaolinitic. It will pack well but will not swell when
wet.
2. The Worsham soil is usable from 29 to 87 inches. This includes the
A, Bt, and BC and excludes the organic layer and the washed in soil
(local alluvium). The clay in Worsham soil is of mixed mineralogy.
This means that it contains some montmorillonite. The field evidence
of this was the sticky and plastic nature of the clayey horizons.
Montmorillonite swells in volume when wetted, reducing the pore
volume and becoming a good water tight seal. This makes Worsham
the best choice as a source of clay of the three areas tested.
Thanks for this opportunity to provide you with soils information in
support of the district program. When the time comes, let me help you develop specific
site soil information for the land application operation on this farm. I look forward to
working with you again.
.V

SOIL INVESTIGATION' TO DETERMINE SUITA91LITY OF PROPOSED POND SITE
T.kRMZR'S NANLL DISIMUCf
DATE COUNTY
S. C. S. PHOTO SHEET NO. WORK UNIT
WATERSHED A► E.P. \ILASI RZINII NTS
CROPL-kN'D ACrU.S PAST"'RE ACkE.S
WOODLAND ACRLS 1'O'1'AL ACI:1:S POND CLASS WORK UNIT CONSERVATIo.•:IS'r
SKETCH OF i'11Oi'OSLD POND SHOWINC WHLIU. BORINGS Wi'EME :ODE (Approx. aca:e I"ieeu
"cou rrldr:niC Ruin: in center line at dorn and identity wo tkcYh.
V
SHOW 13ORINC NUMBER AND PROFIL.E
DEPTH cAe end .sr mourn• 4i spilluroll corings firs: • Men poelded area and bona+ pit pority/i • x•arr wirh venire: feg lane.
lCuliNnueQ or, Duct =r er necassc ,rl how aeal4r table chwiiwu on dum-si:c borings.
SCALE
3 ( A 1 5 I G 7 �i ' 7 � 30 1 II, L^ 13 1: 15 16 �� 17 IS 19 70 21 23
! 1 F,1 4 y PI!
0 2 i
! _. _ .__ �I r/7 y/ o— Zes _ y I_ -I esy III i!
3 0 - C,
77. Y2:
RLt+eGS MADE BY SIGNATURE d. TITLE

NC-ENG-13b U.B. DEPARTMENT OF AGRICULTURE
NC AREA 2 Natural Resources Conservation Service
CONSTRUCTION SPECIFICATIONS FOR WASTE STORAGE
PONDS (425)
AND WASTE - TREATMENT LAGOONS ( 3 5 9 )
5
Clearing & Site Preparation: The entire waste storage pond or waste treatment
lagoon construction site shall be cleared of all trees, stumps, roots, brush, sod and debris.
All stumps and all roots exceeding one (1) inch in diameter shall be removed to a minimum depth
of one (1) foot. Satisfactory disposition will be made for all debris.
After clearing is completed the construction foundation area shall be loosened thoroughly
and roughly leveled, with suitable equipment, before placement of any embankment material..
Cutoff Trench: A cutoff trench shall be excavated as shown on the plans or indicated
under Special Provisions or as staked in field by an NRCS representive_ The cutoff trench shall
be backfilled and compacted with the most impervious and compactable soil material available on
the construction site. The layers of backfill may not exceed 9" in depth. All standing water
shall be removed from the trench before backfilling is started.
Embankment Construction: The material placed in the embankment shall be free of sod,
roots, stones over 6 inches in diameter, frozen soil material and other objectionable materials.
The fill material shall be placed and spread over the entire fill in layers not to exceed 9
inches in thickness. Construction of the fill shall be undertaken only at such times that the
moisture content of the fill material will permit a reasonable degree of compaction. Each layer
will be compacted by complete coverage with hauling and spreading equipment or two passes of
standard tamping roller, or other equivalent method approved by the engineer. Refer to Special
Provisionsfor additional requirements concerning specified density, compacting equipment, or
. sequence of operations necessary to obtain the required density. The MRCS representive shall be
responsible for determining if soil moisture is within the acceptable range that will aiilow soil
compaction to the required density.
Sealing : A soils liner may be required as the result of information obtained during the
Natural Resources Conservation Service's geologic investigation. If the investigation shows the
need for a soils liner, the specifications are attached to this document. If during construction
unsuitable soil material is exposed that was not located by the inital soils investigation, the
MRCS will give the landowner and the contractor a copy of the construction specifications for the
construction of a soils liner.
Construction Materials: All construction materials such as concrete, reinforcing
wire, reinforcing bar, drain pipe, culvert pipe, treated timber, valves, gates, concrete block,
sand, gravel, riprap, geotextilefabrics, and other specified construction materials shall conform
to the specifications shown on the detail drawings or in specifications attached to this
document.
Fill Material: 'Borrow areas will be designated on the plans and assigned priority
(1,2,3,etc.). All fill material shall be taken from these designated areas. The MRCS
representive will advise the contractor if there are limits regarding the maximum depth of cut in
each borrow area. The contractor will not exceed this depth. in the event the cut depth is
exceeded in hte waste storage pond or lagoon, it shall be the responsibility of the contractor,
without additional cost to the landowner, to backfill to the planned elevation with an impervious
soil material.
Pollution Control During Construction: Clearing of waste storage pond or waste treatment lagoon
construction sites and borrow areas shall be done in a manner to prevent excessvie pollution and
off -site sediment damage. Use temporary seeding or temporary mulch protection on all disturbed
areas that are subjected to erosin and will not have substantial additional work performed for 30
days or more. Protection against polutants such as chemicals, fuel, lubricants, sewage, etc.,
will be provided during construction.
...w

Vegetation: All exposed embankment, spillway, and borrow areas shall be seeded as
specified in the plans as soon as posibleafter construction.
GENERAL
These specifications are to be made part of detailed engineering plans for the proposed
waste storage pond or waste treatment lagoon embankment, spillway(s)• and reservoir.
No changes nor deviations from these plans and specifications shall be allowed without
prior approval from the person responsible for approving the plans.
RESPONSIBILITIES
A. Landowner,
The landowner will acquaint himself with the provisions of these plans and specifications
to determin that the completed structure will fulfill his present and future needs. Inspection
during construction will be the responsibility of the landowner and the Natural Resources
Conservation Service.
Where cost -share funds are received from government agencies, or when the dam falls under
the Dam Safety law of 1967, inspection and approval by Natural Resources Conservation Service is
mandatory.
B. Contractor
The contractor will acquaint himself with the provisions of these plans and
specifications, conditions at the site that may affect his schedule of operation, and the
location and meaning of all stakes on the,site. All benchmarks, grade and line stakes will be
left undisturbed and protected by the contractor to facilitate construction and inspection.
The contractor, weather permiting, will schedule his work so that it will be a continuous
operation until satisfactorly completed. Absence of inspections during construction will not
relieve the contractor from completing the work in compliance with these plans and
specifications.
• Upon completion of the work, final inspection will be made by the landowner and an
employee of the NRCS. The contractor will receive approval that all work has been completed
satisfactorly or he may correct those items that varyfrom the plans and specifications in order
that a subsequent inspection will result in approval.
.-C..NATURAL RESOURCES CONSERVATION SERVICE,
The NRCS and its employees are in no manner a part to any verbal or written contract
between the landowner and the contractor. NRCS employees, within limit of personel available,
will inspect and advise on technique during construction to assure satisfactory compliance with
the plans and specifications.
NRCS employees will conduct a final inspection for compliance with all plans and
specifications concerning this structure', Inspection will determine the satisfactory completion
of work so that (a) approval may be given for the eligibility of the landowner to receive cost
share from any government agency concerned with this structure, (b) final payment may be made to
the contractor, and (c) the dam may be certified under the provisions of the North Carolina Dam
Safety Law.

SPECIAL PROVISIONS
40_ Foundation Cutoff (Keyway, Cut-off or Core Trench) For
Embankment
Acutoff of relatively impervious material shall be provided under the dam if necessary. The
cutoff shallebe located at or upstream from the centerline of the dam. It shall extend up the
abutmrnts as required and be deep enough to extend into a relatively impervious layer or provide
for a stable dam when combined with seepage contrlo. The cutoff trench shall have a bottom width
adequate to accommodate the equipment used for excavation, earthfill, and compaction operations,
and side slopes shall be steeper than 1:1.
Seepage Control
Seepage control is to be included if (1) pervious layers are not intercepted by the cutoff, (2)
seepage may create swamping downstream downstream, (3) seepage may contaminate water table.
Seepage control may be accomplished by (1) core trench, (2) reservoir blanketing (see attached
construction specification).
•

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
June 26, 2000
Bell Dairy
315 Bell Farm Road
Statesville NC 28625-8514
Attn: L. Perry Bell
A/ T T
• •
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
Subject: Application No. AWC490044
Additional Information Request
Bell Dairy
Animal Waste Operation
Iredell County
Dear L. Perry Bell:
The Non -Discharge Permitting Unit has completed a preliminary review of the subject application. Additional information is
required before we can continue our review. Please address the following by July 26, 2000:
1. The front page of your Waste Utilization Plan (WUP) shows the number of animals to be 130, however
your Certification Amendment states the total number of animals to be 205. If the Certification Amendment
is correct, please have the front page of the WUP corrected. Please note that any changes to the WUP
should be initialed and dated by both the owner and technical specialist.
2. Please submit an Emergency Action Plan that includes basic instructions for common emergencies as well
as contact names and numbers. An example of an Emergency Action Plan can be found in the Sixth
Guidance Memorandum to Technical Specialists.
Please note that all WUP revisions must be signed and dated by both the owner and the technical specialist. Please
reference the subject permit application number when providing the requested information. All information should be signed,
4 sealed, and submitted in duplicate to my attention at the address below. The information requested by this letter, must be
submitted on or before July 26, 2000 or the Division will return your application as incomplete in accordance with 15A
N.C.A.C. 2H .0200 and your facility will be considered to be operating without a permit.
Please be advised that operation of the subject animal waste management system without a valid permit is a violation of North
Carolina General Statute 143-215.1 and will subject you to the enforcement authority of the Environmental Management
Commission.
If you have any questions regarding this request, please call me at [phone], extension 502.
Sincerely,
�tfe Homewood
Environmental Engineer
Non -Discharge Permitting Unit
cc: Union Soil and Water Conservation District
Mooresville Regional Office, Water Quality
Permit File
1617 Mail Service Center, Raleigh NC 27699-1617 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

i
MERGENCY ACTION PLAN
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EMERC.3"ENCY -ACTION PLAN'
CATEGORY EXAMPLES ACTION CONTACTS
Obvious Threat
Complete structural failure;
1. If there is any potential threat to life or
Sheriff — 704-878-3180
full or partial loss of a lagoon wall
property, contact 911 or Sheriffs Dept.
resulting in a release of waste
2. Report failure to Division of Water Quality
DWQ at 704-663-1699,
(DWQ) - provide operation name, location,
or Emergency Management at 704-873-
problem, time of spill, phone number for
5353
return calls & registration/certification
number
Local Contractor— Church Bros. Grading
3. Make all attempts to stop the discharge and
704-876-1616 or
contain the waste on the farm
704-876-4744
4. Contact the technical specialist who
Tech. Spec. — 704-873-6761, ext. 3
certified the lagoon
Impending Threat
Structural damage from
1. Report failure to DWQ - provide same
DWQ at 704-663-1699
overtopping; leakage or seepage
information as above
or Emergency Management at 704-663--
from base or sidewalls of lagoon;
1699
waste discharging from
underground tiles
Tech. Spec. — 704-873-6761, ext. 3
2. Make all attempts to stop the discharge;
Failure to immediately address
reinforce weak area of structure until a
Local Contractor -
these may result in complete
technical specialist can assess situation
structural failure
Other Discharges
Runoff from spray fields, broken
1. If waste is leaving property use same
Same as for Impending Threat" category
pipes, leaking pumps, discharges '
contacts as for the previous category
from houses and other
maintenance deficiencies
2. Address maintenance deficiencies
Lack of Storage
Anticipated single storm events
1. Contact DWQ for regulatory approval for
DWQ at 704-663-1699
Capacity
exceeding 25 yr.24 hr. frequency
emergency pumping
such as approaching hurricanes;
Or extended rainfall periods
resulting in waste water levels
above the start pump marker

EMERGENCY ACTION PLAN -�
ssy't
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O17
,.Possible Actions
Lagoon Overflow Runoff From Waste
Application Field
Leakage From Waste
Distribution System
Leakage From Base or
Sidewall of La -goon
* Add soil to berm to increase
* Immediately stop waste
* Stop recycle (flushing
* Dig a small well or ditch to
elevation of dam
application
system) pump I
catch all seepage, put in
submersible pump, and pump
* Pump wastes to fields at an
* Create a temporary diversion
* Stop irrigation pump
back into lagoon
acceptable rate
or berm to contain the waste
on the field
* Close valves to eliminate
* If holes are caused by
* Stop all additional flow to the
further discharge
burrowing animals, trap or
lagoon (waterers)
* Incorporate waste to reduce
remove animals and fill holes
further runoff
* Separate pipes to create an
and compact with a clay type
* Call a pumping contractor
air gap and stop flow
soil
* Make sure no surface water
* Other holes may be likewise
is entering lagoon
temporarily plugged with clay
soil

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-8e& Da.%ry
Iredell County, North Carolina
OPERATION
And
MAINTENANCE PLAN
(0200 Certification Plan)
For a herd size of:
205 animals
In Cooperation with the
Iredell Soil and Water Conservation District
April 5, 2000
5