310789_ENFORCEMENT_20171231

NORTH CAROLI NA
Department of Environmental Qual

FRQ1,
FAX NO.
Mr. Stanley Cavenaugh
277 Rattlesnake Lane
Wallace, NC 28466
i<'Ir. Rick Shiver
NCDENR
127 North Cardinal Drive
Wilmington, NC 28405
Dear Mr. Shiver.
91019 62122
}
�44
July 25, 2000
Subject: NOV/Facility 31-734
Rug. 31 2000 09:02AM P2
This letter is in reference to the Notice of Violation & Recommendation for Enforcement dated March 1,
2000. On February 8, 2000, Mr. Dean Hunkele and Mr. Stonewall Mathis visited my farm and
discovered several items, which were considered violations, based on my general permit.
I have contacted the Duplin Soil & Water District to assist mo in addressing the items in the above
mentioned letter.
The certification error is a misunderstanding in documentation furnished by Hanle Gay of AK Farms.
I have included copies of the certifications completed by Hank along with copies of the operations, which
they are related to. Hopefully this will be sufficient information to correct this error/over site.
We are in the process of establishing the required crops based on a waste plan completed by Bil ly
Houston of Duplin Soil and Water. Mr. Houston: has written this plan based on a wetted acres plan and
irrizati.on system evaluation done by Mr. Kevin Wcston.(see attached)
Mr. Houston with Duplin Soil and Water has suggested purchasing new lagoon level gauges. He will
assist in the installation of these gauges on our farms.
In the .future we will maintain an adequate cropping system, proper waste application records and lagoon
freeboard levels, based on the requirements of our waste management plan and general permit.
I have purchased another reel to help in the management of my lagoon freeboard levels. I have also
signed up for cost'share to hopefully get assistance in any needed lagoon repairs, pasture management,
and irrigation equipment purchases.
I have tried to address the items sited in your letter of March 1, 2000 and in the future every effort
will be inade to manage this operation within the guidelines established in may general permit.
If you need additional information please feel free to contact me at the above address.
S incesely,
Stanley Cavenaugh
Cc: Steve Lewis, NCDENR, Division of Water Quality
Harold Jones, Natural Resources Conservation Service
Attachments (5)
I

FROM FAX NO. : 9102962122 Aug. 31 2000 09:02AM P3
Mr. Stanley Cavenaugh
277 Rattlesnake Lane
Wallace, NC 28466
July 25, 2000
Mr. Rick Shiver
�.TCDENR
127 North Cardinal Drive
Wilmington, NC 28405
Subject-. NOV/Facility 31-789
Dear Mr. Shiver
This letter is in reference to the Notice of Violation & Recommendation for Enforcement dated March 1,
2000. On February 8, 2000, Mr. Dean Hunkele and Mr. Stonewall Mathis visited my farm and
discovered several items, which were considered violations, based on my general permit.
[ have contacted the Duplin Soil & Water District to assist me in addressing the items in the above
mentioned letter.
Repair work has been completed on the low area on the northwest corner of the dike and the outside dike
walls to meet MRCS specifications and reseeding on the areas has been completed. The ditch around the
outside dike wall has been filled and tile installed to remove surface waters.
Mr. Houston with Duplin Soil and Water has suggested purchasing new lagoon level gauges. He will
assist in the installation of these gauges on our farms.
Mr. Kevin Weston has completed a revised waste utilization plan.on my farm based on a wettable acres
design (see attached)_
I have purchased another reel to help in the management of my lagoon freeboard levels. I have also
signed up for cost share to hopefully get additional assistance' in needed lagoon repairs, pasture
management, and irrigation equipment purchases.
I have tried to address the items sited in your letter of March 1, 2000 and in the future every effort
Will be made to manage this operation within the guidelines established in my general permit.
If ,you need additional information please feel free to contact me at the above address.
Sincerely,
-0-4- ---'/
Stanley Cavenau
Cc: Steve Lewis, NCDENR, Division of Water Quality
Harold Jones, Natural Resources Conservation Service
Attachments (5)

State of North Carolina
Department of Environment
and Natural Resources
Wilmington Regional Office
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
Division of Water Quality
Certified Mail # Z 418 221 337
Return Receipt Requested
Mr, Stanley Cavenaugh
Stanley Cavenaugh Farm #1
277 Rattlesnake Lane
Wallace, NC 28466
/ • s
�f
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL Resouncres
March 1, 2000
Subject: Notice of Violation & Recommendation for Enforcement
Stanley Cavenaugh Farm #1 (Rattlesnake Farm)
Facility Number: 31-734
Duplin County
Dear Mr. Cavenaugh,
On February 8, 2000, Mr. Dean Hunkele and Mr. Stonewall Mathis with the Division of Water
Quality's (DWQ) Wilmington Regional office visited your animal operation in response to a report from
you of inadequate freeboard. During this visit, several items listed below were noted requiring immediate
attention and clarification. These involve violations to the certified animal waste management plan that
this facility operates under as a deemed permitted facility pursuant to 15A NCAC 2H .0217 and North
Carolina G.S. 143.215.1,
1) Facility is inaccurately certified for the number of animals present at this facility.
The Division of Water Quality's Central office has this facility certified as only a 2580 Feeder -to -Finish
operation. However, this facility has the capacity for 5160 animals. Please obtain a fully completed
animal waste certification for the entire facility from a Technical Specialist and contact Sonya Avant at
[phone] Ext. 571 for instructions on correcting this situation.
2) The Division of Water Quality currently indicates that no certified operator is designated for
this facility.
Each facility is required to have an actively licensed OIC designated. Please complete the enclosed
form and mail to the address indicated within 15 days of your receipt of this notice. You can list back up
OIC designees on the same form or on another form, but please indicate if this is the case.
3) Facility had inadequate freeboard in both lagoons.
During the inspection it was observed that you had insufficient freeboard in both lagoons. Levels were
13" and 9", which is in the structural freeboard. Insufficient freeboard is a violation of your certified
animal waste management plan.
127 North Cardinal Dr., Wilmington, North Carolina 28406 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 60% recycled110% post -consumer paper

Mr. Stanley Cavenaugh
March 1, 2000
Page 2
You should have submitted the appropriate Plan of Action that was left on -site during the inspection to
lower the level back into compliance.
This facility has a long history of high and/or insufficient freeboard levels. DWQ was forced to take
drastic measures to preserve the integrity of these structures immediately. after Hurricane Floyd.
A review of records from DWQ inspections and Soil & Water operation reviews indicate that since the
lagoons reached levels above the required permanent storage at some point during 1997, this facility has
continuously struggled to maintain adequate freeboard storage. Lagoons are designed to have the
temporary storage removed annually (typically pumped down to approx. 42"). This indicates one or more
of the following: (a) lack of adequate management (b) lack of adequate cover crops (c) lack of adequate
acreage (d) lack of adequate irrigation equipment.
4) Current certified animal waste utilization plan is insufficient as written.
Waste plan indicates a 2-year rotation utilizing four (4) crops, which is impossible. Please have a new
waste utilization plan written to address this. Your facility has been flagged for a mandatory Wetted
Acres Determination; thus the new plan should be based on acreage that the equipment is able to
uniformly cover. It may require incorporation of new fields into the plan or conversion of some acreage
to another crop. In addition, access to the field behind the turkey houses is not possible with on -site
equipment. Thus, it is invalid unless access is gained through installation of underground lines or
purchase/signed lease of aluminum pipe.
5) Facility lacks adequate irrigation equipment.
During the inspection it was observed that your facility lacked enough irrigation equipment to adequately
meet your waste application needs. All fields in your certified animal waste utilization plan must be
accessible with equipment you own and is available on -site, you have a lease or signed agreement to
obtain, or be under signed contract with a third party applicator when needed. Access to the field behind
the turkey houses is not possible with on -site equipment, which violates the certified animal waste
utilization and management plans. It is possible for several farms owned by the same owner to share
equipment between the farms as long as it does not pose any problems with waste disposal needs such
as high freeboard. In such cases additional equipment will need to'be purchased or leased. Given the
nature of field quality at both of your facilities which share one pump and reel, it may be prudent to
purchase another set or lease it during the primary months of irrigation (May -September) to get lagoon
levels down to a manageable level prior to the traditional wet season.
fi) No cover crops were present on a majority of your spray fields.
During the inspection it was observed that you were not following your certified animal waste utilization
plan. This plan was constructed for your facility to adequately address the amount of animal waste
produced by utilizing it on planted/managed cover crops on specific fields. This plan must always be
followed without exception. If you would like to change your cropping system, then a technical specialist
prior to making any cropping changes must amend your waste utilization plan. Rye was in the process of
being drilled into the coastal bermuda field (burned last fall) and the row crop field adjacent to it during
the visit. This should have been completed last fall to adhere to the waste plan conditions. No crop is
present in the field behind the turkey houses, which violates the certified animal waste management
plan.
7) Cover crops need improvement.
The Bermuda and fescue pasture field quality has been suspect since 1997 finally resulting in a Notice of
Deficiency in October 1998. These fields should be aerated at least once per year given the soil
characteristics and grazing activity. The fescue pasture has considerable drainage problems that need
to be addressed through ditch network modification, shaping, aeration, grass replacement, and animal
exclusion for a period of time after repair. In addition, the cattle watering system in the fescue field Mr.

Stanley Cavenaugh
March 1, 2000
Page 3
needs to have a float switch installed rather than continuous flow, which is making the problem worse.
Fescue generally requires re-drilling/re-seeding every 2nd or 31d year to remain a viable crop for waste
irrigation. The bermuda field must be re -sprigged this spring in areas that are thin or bare after aeration.
I would strongly recommend determining if additional pasture or hayfields will be needed prior to
commencing field improvements. Lime should be applied to both pastures prior to aeration according to
results from an updated soil sample for best results.
8) Poor record keeping was observed at your facility.
According to records provided on -site, no waste applications were indicated since July 1999. Those that
were provided indicated that very little irrigation had taken place during 1999. No soil analyses for spray
fields were in the records for 1999 and waste analyses reports appeared to be incomplete when
reviewed.
Failure to have accurate and complete records on -site is a violation of the certified animal waste
management plan. Please provide this office with a copy of complete and updated irrigation records
dating back to the falllwinter crops of 1998-99. Corresponding waste analysis reports should be provided
as well. These records should be submitted when responding to this notice. Complete irrigation records
consist of IRR-1 forms showing all applications chronologically and IRR-2 forms showing applications by
field, pull, or zone and crop cycle with nitrogen balances.
To correct these violations, please submit a Plan of Action to the Wilmington Regional Office of
the Division of Water Quality that describes the actions to be taken to comply with your certified animal
waste management plan. The Plan of Action should include the following:
➢ A list of actions to be taken in correcting each noted violation.
➢ A list of any and all modifications needed to ensure there are no future violations. Include a timetable
for completion of those modifications.
The proposed written Plan of Action must be received by this, office within fifteen (15) working
days of the receipt of this notice. Upon approval and implementation�of the plan, you must notify this
office when the corrective actions are complete. Contact your Service. Company, county Soil & Water
district office, or county extension office for any assistance they may be able to provide.
If the violations are not corrected, the Division of Water Quality may pursue additional actions
including civil penalties, injunctive relief, or revocation of your deemed permitted status.
If you have any questions concerning this matter please do not hesitate to contact either Mr.
Dean Hunkele, Mr. Stonewall Mathis, or myself at [phone].
Sincerely,
Rick Shiver
Water Quality Regional Supervisor

Stanley Cavenaugh
March 1, 2000
Page 4
t
cc: Harold Jones, Duplin County Soil and Water Conservation
Star Maready, Duplin County Agricultural Extension
Jimmy Vinson, Brown's of Carolina
DWQ Non -Discharge Operations Branch File
DWQ Wilmington Animal Files 31-734
Enclosures: (3) To Addressee Only
S:IWQSIANIMALSIDUPLIN120001Enforcements131-734 S. Cav NOV & ROE.wpd

State of North Carolina
Department of Environment
and Natural Resources
Wilmington Regional Office
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
Division of Water Quality
Certified Mail # Z 418 221 338
Return Receipt Requested
Mr. Stanley Cavenaugh
Stanley Cavenaugh Farm #2
277 Rattlesnake Lane
Wallace, NC 28466
A4 Rs�
�L
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
March 1, 2000
Subject: Notice of Violation & Recommendation for Enforcement
Stanley Cavenaugh Farm #2 (Deep Bottom Farm)
Facility Number: 31-789
Duplin County
Dear Mr. Cavenaugh,
On February 8, 2000, Mr. Dean Hunkele and Mr. Stonewall Mathis with the Division of Water
Quality's (DWQ) Wilmington Regional office visited your animal operation in response to a report from
you of inadequate freeboard. During this visit, several items listed below were noted requiring immediate
attention and clarification. These involve violations to the certified animal waste management plan that
this facility operates under as a deemed permitted facility pursuant to 15A NCAC 2H .0217 and North
Carolina G.S. 143.215.1.
1) The Division of Water Quality currently indicates that no certified operator is designated for
this facility.
Each facility is required to have an actively licensed OIC designated. Please complete the enclosed
form and mail to the address indicated within 15 days of your receipt of this notice. You can list back up
OIC designees on the same form or on another form, but please indicate if this is the case.
2) Facility had inadequate freeboard.
During the inspection it was observed that you had insufficient freeboard with the level in the structural
freeboard at approximately 6 inches. Insufficient freeboard is a violation of your certified animal waste
management plan. You should have submitted the appropriate Plan of Action that was left on -site during
the inspection to lower the level back into compliance.
This facility has a long history of high and/or insufficient freeboard levels. DWQ was forced to take
drastic measures to preserve the integrity of this structure immediately after Hurricane Floyd. A review
of records from DWQ inspections and Soil & Water operation reviews indicate that since the lagoons
reached levels above the required permanent storage at some point during 1997, this facility has
127 North Cardinal Dr., Wilmington, North Carolina 28406 Telephone 910-39"900 FAX [phone]
An Equal Opportunity Affirmative Action Employer 60% recycledl10% post -consumer paper

Mr. Stanley Cavenaugh
March 1, 2000
Page 2
continuously struggled to maintain adequate freeboard storage. Lagoons are designed to have the
temporary storage removed annually (typically pumped down to approx. 42"). This indicates one or more
of the following: (a) lack of adequate management (b) lack of adequate cover crops (c) lack of adequate
acreage (d) lack of adequate irrigation equipment.
3) Inadequate Freeboard Marker
During the site inspection on it was observed that the lagoon marker was inadequate because it was still
set approximately 12 inches too high. It was noted on a site visit on September 22, 1999 after Hurricane
Floyd in the presence of Jimmy Vinson with Brown's of Carolina (BOC) and your son. At that time, the
lagoon was over -topping when the marker indicated most of the structural zone remained. A follow-up
visit on September 27, 1999 by Brian Gannon with the Division of Soil & Water to check on wall damage
noted that the level was off by about 11 incites. At a meeting with Jimmy Vinson & Gus Simmons, both
with BOC, representatives of DWQ, and your son, it was again noted that the marker needed to be reset.
Please note that the certified animal waste management plan requires correct markers. Each marker
should be straight, allow liquid level reading down to the stop pumping level, accurately portray the liquid
level, and have the required freeboard and the stop pumping level to be clearly delineated. Please note
each marker should be lagoon specific based upon the lagoon design. Confirmation of a reset by a
technical specialist must be sent to this office within 15 days of your receipt of this notice.
4) Inner dike wall damage still remains.
Inner dike wall damage was noted along the wall adjacent to the animal houses and farm path during an
October 1998 inspection following Hurricane Bonnie. A Notice of Deficiency was sent regarding this and
it was indicated in a response from you that this was repaired. The freeboard level needs to be lowered
to a level that will allow an inspection by a professional engineer to assess the damage and allow access
for repair. This should be repaired at the same time that repairs are made to the outside wall that was
discussed back in October with BOC and your son. Both items should be repaired and re -vegetated no
later than June 30, 2000 with a signed/stamped report by an engineer certifying the completed repairs
submitted to DWQ. The drainage problem at the end of the fescue field adjacent to the lagoon should be
addressed when equipment is on -site for repairs to the lagoon and storm water drainage between the
lagoon and farm path.
5) Current certified animal waste utilization plan is insufficient as written.
Waste plan indicates a 2-year rotation utilizing four (4) crops, which is impossible. Please have a new
waste utilization plan written to address this. Your facility has been flagged for a mandatory Wetted
Acres Determination; thus the new plan should be based on acreage that the equipment is able to
uniformly cover. It may require incorporation of new fields into the plan or conversion of some acreage
to another crop.
6) Poor record keeping was observed at your facility.
According to records provided on -site, no waste applications were indicated since July 1999. Those that
were provided indicated that very little irrigation had taken place during 1999. No soil analyses for spray
fields were in the records for 1999 and waste analyses reports appeared to be incomplete when
reviewed.
Failure to have accurate and complete records on -site is a violation of the certified animal waste
management plan. Please provide this office with a copy of complete and updated irrigation records
dating back to the fall/winter crops of 1998-99. Corresponding waste analysis; reports should be provided
as well. These records should be submitted when responding to this notice. Complete irrigation records
consist of IRR-1 forms showing all applications chronologically and IRR-2 forms showing applications by
field, pull, or zone and crop cycle with nitrogen balances.

41
Mr. Stanley Cavenaugh
March 1, 2000
Page 3
To correct these violations, please submit a Plan of Action to the Wilmington Regional Office of
the Division of Water Quality that describes the actions to be taken to comply with your certified animal
waste management plan. The Plan of Action should include the following:
➢ A list of actions to be taken in correcting each noted violation.
➢ A list of any and all modifications needed to ensure there are no future violations. Include a
timetable for completion of those modifications.
The proposed written Plan of Action must be received by this office within fifteen (15) working
days of the receipt of this notice. Upon approval and implementation of the plan, you must notify this
office when the corrective actions are complete. Contact your Service Company, county Soil & Water
district office, or county extension office for any assistance they may be able to provide.
If the violations are not corrected, the Division of Water Quality may pursue civil penalties,
injunctive relief, or revocation of your deemed permitted status.
If you have any questions concerning this matter please do not hesitate to contact either Mr.
Dean Hunkele, Mr. Stonewall Mathis, or myself at [phone]. Please refer to the helpful
information sheet included with your other notice for Stanley Cavenaugh Farm #1 (Rattlesnake Farm) for
applicable information pertaining to this farm.
Sincerely,
Rick Shiver
Water Quality Regional Supervisor
cc: Harold Jones, Duplin County Soil and Water Conservation
Star Maready, Duplin County Agricultural Extension
Jimmy Vinson, Brown's of Carolina
Non -Discharge Operations Branch File
DWQ Wilmington Animal Files 31-789
Enclosures: (1) To Addressee Only
S:IWQSIANIMALSIDUPLIN120001Enforcements131-789 S. Cav NOV & ROE.wpd

1►�l=fI►020111
Farm Name: Stanley Cavenaugh # 1
Facility Number: 31-7:34
,Lagoon #i 2
j AUK 2 5 2000
-EMERGENCY PLAN OF ACTION
Mep1: Begin pumping when soil conditions will allow travelers to be pulled
and used for waste application events.
Mep2: Make sure that all pumping activities are monitered closely by
operator in charge. So that. no run-off will occur during application.
Application rates will be held to or below NRCS recommended rates.
Step3: Put trunk line in for a row crop field to provide more land for waste
application.
MepJ: Hold off draining pits until lagoon level is at adequate level.
Step5: Use aireator to aireate packed coastly and, Fesquw pastures when
field condition will allow.
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TABLE 2 - Travelling Irrigation Gun Settings
Make, Model arld Type of Equipment: Hobbs Reel Rain 1030 wt 3" x 965' hose wl Nelson 150 wl Berkeley B 2 112 JRMBM
Field No. Travel Application TRAVELLANE Wetted Nozzle Operating Operating
and Speed Rate Effective Effective Diameter Diameter Pressure pressure Arc '
HVdMnt No_ lft/min) lin/hr_) WidthM1 LenaMfft) (feet) flnches) at Gunfosi) at reel(nsi) Pattem Comments - Acres air null
1A
3.79
D.45
256
B66
320
126
50
105
3CC
5.09
1 B
3.79
0.45
256
846
320
1.26
50
105
300
4.97
3A
4.55
0.62
218
9%
320
1.26
50
105
220
4.98
38
4.55
0.62
218
1061
320
1.26
50
105
220
5.31
4
4.55
0.62
200
5%
320
1.26
50
105
220
2.55
5
3.79
0.45
240
556
320
1.26
50
105
3W
3.06
6
3.79
OA5
248
556
320
1.26
50
105
300
3.17
7
3.79
0.45
248
562
320
1,26
50
105
300
4.91
9
4.55
0.62
190
632
320
1.26
50
105
220
2.76
9
7.58
0.75
12D
602
320
125
50
105
180
1,66
10
3.79
0.45
248
672
320
1 M
50
105
30D
3.83
11
7.5W4.55
.751.62
1201195
60V396
320
1.26
50
'D5
1800220
3.43
12
3.79
0.45
240
972
320
1.26
50
105
wo
5.36
13
7.58
0.75
120
192
320
1.26
50
1 D5
180
0.53
Total
51.61
0.00
0.00
0.00
0.00
0.00
0.00
7'
4.5&3.79
.621.45
22W48
6911306
32D
1.26
5)
105
2201300
5.23 I.
8'
7,58
0.75
120
997
32D
1.26
50
105
16C
2.75
9'
3.79
0.45
240
962
320
".26
50
105
300
5.30
IV
379
0.45
48
1 997
320
1.26
50
105
300
5.68
Total
57.41
Includes add"t cleared area Y
EEEJ
I
1
0.00

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TABLE 2 - Travelling Irrigation Gun Settings
Make. Model andire of Equipment: Hogs Reel Rain 1030 w/ 3" x 9W hose w/ Nelson 15D w/ Berkeley B2 112 JRMSM
Field No. Travel Application TRAVEL LANE Wetted Nozzie Operating Operating
and Speed Rate Effective Effective Diw-peter Diameter Pressure Pressure Arc
HydrantNo. (fVmin) (in/hr.) WKM(ft.) Length(fl) (Feet) (Inches) at Gun(psi) at red(psi) Palle-m Cornments - Acres_er_pup
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Date: 02-09-00
Farm Name: Stanley Cavenaugh #2
Facility Number: 31-789
EMERGENCY PLAN OF ACTION
.Stepl: Evaluate and reset existing lagoon marks to accurate level, to be
Performed by a Wchnical specialist with Brown's of Carolina.
Step2: To evaluate daily hdrants I, 2, 3, 4, 5, 6, which are located across
the road, and planted in small grain, which currently has adequate pan
balance.
Step3: Begin pumping when soil conditions will allow travelers to be pulled
and used for waste application events. DVWQ has suggested to use lit
throws along the ditch sides.
Step4: All pumping activites to be monitered closely by operator in charge
to insure that ruin-of'does not occur during application. Application rates
will be held to or below 1 /2 inch application or at NCRS recommend rates.
Steps: There are currently no animals on farm, therefore no pits will have tc)
be drained until lagoon level is at adequate level.
Stepb: If unable to reach adequate lagoon level in the next. 5 day period. A
delay in re -stocking animals will be requested.
Lx l +rexs - ra �4e�

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
MR. STANLEY CAVENAUGH
STANLEY CAVENAUGH FARM #2
277 RATTLESNAKE LANE
WALLACE, NC 28466
Dear Mr. Cavenaugh:
1 • •
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
August 3, 2000
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
SUBJECT: Assessment of Civil Penalties for
Violations of GS 143.215.1 and 15A
NCAC 214.0217
Stanley Cavenaugh Farm #2
Farm #31-789
Duplin County
File No. PC 00-025
This letter transmits notice of a civil penalty assessed against the Stanley Cavenaugh
Farm #2 in the amount of $3635.36 including $135.36 in investigative costs. Attached is a copy
of the assessment document explaining this penalty.
This action was taken under the authority vested in me by delegation provided by the
Secretary of the Department of Environment and Natural Resources. Any continuing violation(s)
may be the subject of a new enforcement action, including an additional penalty. _
Within thirty days of receipt of this notice, you must do one of the following:
Submit payment of the penalty:
Payment should be made directly to the order of the Department of
Environment and Natural Resources (do not include tivaiver form).
Payment of the penalty will not foreclose further enforcement action for
any continuing or new violation(s).
Mailing Address: Telephone [phone] Location:
1617 Mail Service Center Fax [phone] N. Salisbury St.
Raleigh, North Carolina 27699-1617 State Courier #52-01-01 Raleigh, NC 27699-1617
An Equal Opportunity /Affirmative Action Employer
50% recYcled / 10% post -consumer paper
http://h2o. en r. sta te. tic. its

Office of Administrative Hearings
6714 Mail Service Center
Raleigh, North Carolina 27699-6714
AND
Mail or hand -deliver a Copy of the petition to:
Mr. Dan McLawhorn
NCDENR
Office of General Counsel
1601 Mail Service Center
Raleigh, NC 27699-1601
Failure to exercise one of the options above within thirty days, as evidenced by a date
stamp (not a postmark) indicating when we received your response, will result in this matter
being referred to the Attorney General's Office with a request to initiate a civil action to collect
the penalty. Please be advised that additional assessments may be levied for future violations
which occur after the review period of this assessment.
If you have any questions, please contact Mr. Joe Albiston at [phone], ext. 581 or
Mr. Jeff Poupart at [phone], ext. 527.
Sincerely,
Kerr T. Stevens
ATTACHMENTS
cc: Regional Supervisor w/ attachments
Compliance/Enforcement File w/ attachments
Central Files w/ attachments
Public Information Officer w/ attachments

STATE OF NORTH CAROLINA NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND
NATURAL RESOURCES
COUNTY OF DUPLIN
File No. PC 00-025
IN THE MATTER OF
STANLEY CAVENAUGH }
FINDINGS AND DECISION
FOR VIOLATIONS OF NCGS 143.215.1, ) AND ASSESSMENT OF
NCGS 143.215.10, 15A NCAC 2H.0217, ) CIVIL PENALTIES
AND 15A NCAC 2H.0224(a) }
)
Acting pursuant to delegation provided by the Secretary of the Department of
Environment and Natural Resources, I, Kerr T. Stevens, Director of the Division of Water
Quality (DWQ), make the following:
I. FINDINGS OF FACT:
A. Stanley Cavenaugh owns and operates the Stanley Cavenaugh Farm #2 (Deep
Bottom Farm)„a swine operation in Duplin County.
B. Stanley Cavenaugh Farm #2 was deemed permitted as a nondischarge facility on
February 1, 1993 in accordance with 15A NCAC 2H .0217.
C. Deemed permitted facilities are required to have a Certified Animal Waste
Management Plan (CAWMP) under 15A NCAC 2H .0217. The CAWMP for
Stanley- Cavenaugh Farm #2 states that in no instance should the volume of the
waste stored in the lagoon be within the 25-year, 24-hour storm storage or one
foot of freeboard except in the event of the 25-year, 24-hour storm.
D. Based on the 25-year, 24-hour storm event of seven (7) .inches and one foot of
required structural freeboard, the waste level in the lagoon for Stanley Cavenaugh
Farm #2 shall not exceed nineteen (19) inches.
E. Stanley Cavenaugh Farm #2 notified the Wilmington Regional Office on February
8, 2000 that the waste level of the lagoon was six (b) inches.
F. As of January 1, 1997, a certified operator in responsible charge is required to
operate the subject animal waste management system in accordance with 15A
NCAC 21-1.0224(a).

G. Stanley Cavenaugh failed to employ an appropriately certified wastewater
treatment operator in responsible charge of the subject animal waste management
system.
H. On February 8, 2000, DWQ staff inspected the Stanley Cavenaugh Farm #2. Staff
from Stanley Cavenaugh Farm #2 failed to make available the facility's waste
application records, waste utilization plan, and soil and waste analyses.
I. The (CAWMP) for the above referenced facility states that an eroded area must be
repaired and established in vegetation.
J. On February 8, 2000, DWQ staff observed an eroded area on an inner dike wall.
K. The (CAWMP) for the above referenced facility states that a permanent lagoon
elevation marker must be installed.
L. On February 8, 2000, DWQ staff observed an inadequate freeboard marker.
M. The costs to the State of the enforcement procedures in this matter totaled
$135.36.
Based upon the above Findings of Fact, I make the following:
II. CONCLUSIONS OF LAW:
A. Stanley Cavenaugh is a "person" within the meaning of G.S. 143-215.6A pursuant
to G.S. 143-212(4).
B. A permit for this animal waste management system is required in accordance with
15A NCAC 2H .0217 and G.S. 143-215.1.
C. The above -cited failure to maintain the liquid level in the lagoon at the level
specified in the CAWMP is a violation of the 15A NCAC 2H .0217 nondischarge
deemed permit and G.S. 143-215.1.
D. Stanley Cavenaugh's above cited failure to employ an appropriately certified
wastewater treatment operator in responsible charge of the subject wastewater
treatment facility violated 15A NCAC 2H.0224(a).
E. Records including testing of waste products and soil at crop sites and waste
utilization plans shall be made available upon request to the Department of
Environment and Natural Resources pursuant to G.S. 143-215. 1 OC(e)(8).
F. The above -cited instances of failure to make available records upon request are
violations of the 15A NCAC 2H .0217 nondischarge deemed permit and G.S.
143-215.1

G. Failing to repair any eroded area and reestablishing vegetation is a violation of the
facilities's CAWMP, the facility's deemed permit and 15A NCAC 2H.0217(d).
H. Failure to establish a permanent Freeboard marker is a violation of the facilities's
CAWMP, the facility's deemed permit and 15A NCAC 2H.0217(d).
I. Stanley Cavenaugh may be assessed civil penalties pursuant to G.S. 143-
215.6A(a)(2) which provides that a civil penalty of not more than ten thousand
dollars ($10,000.00) per violation may be assessed against a person who violates
or fails to act in accordance with the terms, conditions, or requirements of a
permit required by G.S. 143-215.1.
J. The State's enforcement costs in this matter may be assessed against Stanley
Cavenaugh pursuant to G.S. 143-215.3(a)(9) and G.S. 143E-282. I (b)(8).
K. The.Director, Division of Water Quality, pursuant to delegation provided by the
Secretary of the Department of Environment and Natural Resources, has the
authority to assess civil penalties in this matter.
Based upon the above Findings of Fact and Conclusions of Law, I make the following:
M. DECISION:
Stanley Cavenaugh is hereby assessed a civil penalty of:
$__\ SS G o for failing to maintain the Iiquid level in the lagoon at the
level specified in the CAWMP as required by 15A NCAC 2H
.0217
$ Spa for violating 15A NCAC 2H.0224(a) by failing to employ an
appropriately certified operator fir, the subject animal waste
management system.
$ cJ O O for failing to make available documents required by G.S.
143.215.1OC(e)(8).
$ O 00 for failure to follow an approved animal waste management
plan in violation of 15A NCAC 211.0217 by failing to repair
any eroded area and reestablishing vegetation.
$ Soo
for failure to follow an approved animal waste management
plan in violation of 15A NCAC 2H.0217 by failing to install a
permanent lagoon elevation marker .
TOTAL CIVIL PENALTY, which is ---7- percent of the
maximum penalty authorized by G.S. 143-215.6A.

$ 135.36
Enforcement costs
TOTAL AMOUNT DUE
As required by G.S. 143-215.6A(c), in determining the amount of the penalty I considered,
the factors listed in G.S. 143B-282.1(b), which are:
(1) The degree and extent of harm to the natural resources of the State, to the public
health, or to private property resulting from the violation;
(2) The duration and gravity of the violation;
(3) The effect 6n ground or surface water quantity or quality or on air quality;
(4) The cost of rectifying the damage;
(5) The amount of money saved by noncompliance;
(6) Whether the violation was committed willfully or intentionally;
(7) The prior record of the violator in complying or failing to comply with programs
over which the Environmental Management Commission has regulatory authority;
and'
(8) The cost to the State of the enforcement procedures.
18 -:3 -,0 0 . . �s a tK--
(Date) Kerr T. Stevens, Director
Division of Water Quality

STATE OF NORTH CAROLINA ENVIRONMENTAL MANAGEMENT
COMMISSION
COUNTY OF
IN THE MATTER OF ASSESSMENT ) WAIVER OF RIGHT TO AN
OF CIVIL PENALITIES AGAINST ) ADMINSTRATIVE HEARING AND
PERMIT NO. ) STIPULATION OF FACTS -
FILE NO:
Having been assessed civil penalties totaling for
violation(s) as set forth in the assessment document of the Director of the Division of Water Quality
dated, , the undersigned, desiring to seek remission of the civil
penalties, does hereby waive the right to an administrative hearing in the above -stated matter and
does stipulate that the facts are as alleged in the assessment document.
This the
day of , 20
SIGNATURE
ADDRESS
TELEPHONE

`NCDA ' ""samicsDivision:4300-Reed Creek'Road' Ralei NC: 27607=6465 919 `733-Z655
Report No: W06410 W
Grower: Cavenaugh, Hogue
Copies To: County Extension Director
4031 NC Hwy 41 South
Wallace, NC 28466
USDA-NRCS-Duplin
Cavenaugh, Stanley
Wastenalyszs
West, Rolanda
Cavenaugh, Stanley
V,
e ort
Twin:
277 Rattlesnake Ln.
r
Wallace, NC 28466
3/10/00
Duplin County
Sam IerIpfo=``''"` '
r1aboratorf Results
per million unless otherwise noted
Sample M.
N
P K Ca Mg S
Fe Mn Zrr
Cn
B Mo CI C
DB0 -
Total 605 M
95.4 727 120 .22.2 34.2
1.69 0.30 0.62
0.37
1.53
IN -N
H H M M H
M M M
M
11
Waste Code:
NH4
Na Ni Cd Pb Al
be Li P11
SS
C•N DM% CCF,°% ALE K al
ALS
-NO3
202
7.42
Description:
OR-N
Swine Lagoon Li .
Urea
H
Reeo
Nutrients Available'for First Crop,,
Ibs/1000 allons
Other Elements lbs/1000 gallons
fpI tft ftMeillorl�� A ` N r�P205 " R20
Irrigation 2:513 6,-..5.8
1, fti aft'
OCI,
"'Ca Mg S' Fe '' Mn ' - Zn .•CW,
0.70,, 0.13 0.24 O,OI T- T �T
" B Mo Cl
O.OI
Na
1.7
Ni Cd Pb Al Se Li
NCDA ' onoinic Divisio
i 4300�Reed .Creek Road Ralei NC -.27607=6465
919 ".733-2655 Grower:
Cavenau
Ho a
Re or# No: W06410 P 2
=1 bora tRefts ults
per. million unless otherwise noted ; -
Sa . ple ID:
RS2
N
P K Ca M
S
Fe Mn
Zn
Cu
B
Mo Cl C
Total 614 M
109 799 112 18.2 37.8 1.40 0.26 0.53 0.31 1.61
INN
H H M M
it
L M
M
M
II
Waste Code.
NH4
ALS .
-NO3
Na Ni Cd Pb
Al
Se Li
pH
SS
C:N
DM% CCE'% ALF. K al
218
7.47
Description:
OR-N
Swine Lagoon Li .
Urea
H
Recommendxttons•, .. , ,'° ;. ;. '_ c....: ,
Nutrients Available1or First Crop
1bs/1000 allons
Other Elements
lbs/I000 allons
plicatfon'Metbnd a P205 Kz0 Ca . _= `.Mg S,• .' Fe Mn
�a`-S4c, Nr� t�•
ziriirgatcorr. r f �: tS 2.6 r it 5 .6.4 0.65 0.11 0.22 0.01 T
i•ii.- .1-. " '•k S r�„E f .
Zn
T
Cu B Mo
T_ 0.01
Cl
Na
1.8
Ni
Cd Pb Al Se Li

(O-Z- qg
Sample M.
31 `
N
P
Total 318 M
54.5
IN -N
M
Waste Code:
NH4
ALS
NO3
Na
Description:
OR-N
196
Swine Lagoon Lic.
Urea
H
R
Ca Mg
S
Fe
Mn
Zn
Cu
B Mo Cl •C
793
124 27.1
33.2
1.66
0.27
0.45
0.15
1.02
H
M M
H
M
M
M
L
M
Ni
Cd A
Al
Se
Li
PH
SS
ON DM% C E% ALBt
7.75

NCDA onomic-Divas�on
,, '- „� ".__ _.?�_.. __ axs,..�.e:.. xu.- . w.W,.;n- c-s; •^r ..:a a _ _--�-..ts _ _ _ ,_`�.:..
4340;Reed Creek Road Raley NCW 11607._-6465 '. 919 733-2655 w Grower •yCavenau "' Stanle '" Re rt,No: WU 79,7 P, ;
Sacs' 10 do �.�.�
� .
RLaborato "=Results„ 'arts,: r,.m�lhonunles"s otherwise noted •-..,s, a
Sample iD:
N
P K Ca mg S Fe Mn Zn Cu B Mo Cl C
U06100v -
Waste Code:
ALS
Description:
Swine Lagoon Li .
rolal 651 M
IN -N
-NII4
-NO3
OR-N
Urea
52.5 586 109 22.2 24.9 4.82 0.22 0.59 0.32 0.66
M M M M M M M M M M
Na Ni Cd A Al Se Li fI SS C.•N DMA CCE% ALE
156 7.5 =
M -
8ccomumendativnk
m
_� � � w� � �� .3�
•
ntrAents;Ava�lable,fvr�Flrst�Cro ��� �_- tbsL100o: aldons{
N _ _ _
A.ther EleiaeQts - wigs)
v

9-1!-�j
...,.. :..-, .. .. a.:
nchvro.n
Ale
_
-':-. Cwe3O0�k0m
a:ameu.:ma: ,.w S:,,t•-a,a til,. e:z<er rt N_ -_' 013 .
4Geeoad Raley NG 276O7=64 5 19 73355 rGrowe
�,infmoez.::-
SNaC.mrDW .
SamplelD:
N
P K Ca
S Fe Mn Zn
Of B Mo d C
61 1
Told 307 M
60.6 610 g1.4 34.8
30.9 1.60 0.29 . 0.37
0.00 0.58
INN
M M M M
H M M M
VL M
Waste Code.
-NH4
ALS
-NO3
Na Ni Cd A
Al Se Li PH
SS ON DAM CCE% = AMMMO
Doerlptiom-
OR N
167
Swine Lapon Li .
Urea
M
Reeommendatinns:. Natlenfs�Availabte.forFi�s_t�Cro ,-
" � � 1bs/1O'OOr allo�rs°r'
t)the �Elen�ent� l6ts%YOOri�
PB Mn
ypiiaalsoteiifelbod P�5''3JCzOEu M&... MW
Zn B Ma d
Na xi Cd Air
on t$i.` $ 4.53:" 024 OI8 ti[iI T.
000
but ova t uid'€ heIow;the teal: bac�rial`awona =treatment Grath lty 2d1i H by ad ing l�lby "of �lp�ral lu ;lrer 1
f� o i uWPM
'PPH
.
an =an_ asntiaue tft:adj►ist N;untii;lt;wili�in the desired;ran ntZ.O-S.O,

,INEDA nomie,kMyision -4T! Rewe
Creek Road Rate LNG 27CI1711Y4G5
9:19 733 Zb5;5: _ yGrawer: Caveaau Sta le
Nu- 2
Fi lit l il'ormatean "lied Lime
xRecommeadatioa s,
.:
Sample No. Last Crop Mo
Yr T/A
Crop or Year
Lime
N ROs .ISO
Mg Cu
Zu
B
Mn
See Note
HS004 Corn Grain
1st Crop: Soybeans
.9117
0 0 0
0 0
0
0
3
2nd Crop:__
Test Results
Soil Class HM% W/V GEC
BS% Ac pH P-I K-I
Ca%
Mg%
Mn-I Mn-Al (1)Mn-AI (2) . Zn-1
Zn-Al
Cu-1
S-I
SS-1 N[b-N NI&N,<.. Na . .
MIN 3.01 1.15 6.7
72.0 1.9 5.5 275 109
54.0
9.0
62 47 246
246
372
56
°- � .-
field Inform t oa
eK ".yam
�""lied$Ltme
jRecommendat�on
Sample No. Last Crop
Mo
Yr T IA
Crop or Year
Lime
N .P2O5 BO
Mg Cu
Zn
B
Mn,,,. „,,.-See Note
HS001
1st Crop: Berm Hay/PasA
2T
180-220 0 20-40
0 0
0
0'
12
2nd Crop:
Test Results
Soil Class HM% W/V CEC
BS% Ac pH P-I K I
Ca%
Mg%
Mn-I Mn-AI (1)Mn-Al (2) Zn-1
Zn-AI
Cu-1
S-I
5S-1.
NON AHN- ,'Na' y
MIN 3.28 - 1. 8.2
74.0 2.1 5.1 356
60.0
.0
83 5 318 '
318
375
38
;
Field Irifurmation ' f
"lied Lie
Recommendations
Sample No. Last Crop
Ho
Yr T/A
Crop or Year
Lime
N P20s AO
Mg Cu
Zn
B.
Mn
See Note.
HS002 Corn Grain
1st Crop: Soybeans
1.2T
0 0 10-30
0 0
0
0
2nd Crop:
Test Results
Soil Class HM% W/V CEC
BS% Ac pH P-I K I
Ca%
Mg%
Mn-I Mn-Al (1)Mn-AI (2) Zn-1
Zn-Al
Cu-1
S-1
SS-1 N(b-N NWNv;Na',
MIN 3.1 1.20 7.4
69.0 2.3 5.3 189 68
57.0
7.0
46 38 198
198
186
45
Fieldl . orinahoi-
-0lied#Lfik
A ons
w
Sample No. Last Crop
Mo
Yr T/A
Crop or Year
Lime
N PlOs AO
Mg Cu
Zn
B
Mn
See Note
HS003 Corn Grain
Ist Crop: Soybeans
1T
0 0 0-20
$ 0
0
0
3 .
2nd Crop:
Test Results
Soil Class HM% W/V CEC
BS% Ac pH P-I K-1
Ca%
Mg%
Mn-I Mn-A1(1)Mn-AI (2) Zn-1
Zn-AI
Cu-I
S-I
SS -I
N(6-N NM-N - Na -
MIN 2.44 1.18 5.8
67.0 1.9 5.4 238 78
53.0
8.0
58 45 181
181
289
50
0.1

s - ..
1
NCDA nomic 1}ivision 43OOsReed Creek Road Ralel , NG 27607y6465 {919) 33 e2655 9
Grower: Cavenaugh, Stanley Copies to: Camino, Hogue
277 Rattlesnake Ln.
Wallace, NC 2M66
oil Test Report Farm: rm H & S Hog Farm
3/27 8 SERVING N.C. CITIZENS FOR OVER 50 YEARS Du lin Coun
Agronomist Comments: C. -- 12, 3, $
,lxieldlnformatlaa .._ @ .. '� f ,
lied�L�nie �Recommetdatioins _
Sample No. Last Crop Ho Yr T/A Crop or Year Lfine N P105 .160 Mg Cu Zn B Mn See Note
00001 Berm Hay/Pas,M 1st Crop: Berm Hay/Pas,M .5T 180-220 0 0 0 0 0 0 12
2nd
Test Results
Soil Class HM% W/V CEC BS% Ac pH P-I K-I Ca% Mg% Mn-I Mn-Al (1)Mn-A1(Z) Zn-I Zn-AI Cu-I S-1 SS-1 N[$-N 11'Z&N. Na
M-O 4.32 1.15 .9 61.o 3.5 5.3 334 140 45.0 8.0 88 77 353 441 400 63 0.1=
fiddJ16formatton[ laed Li ne lRecommentlatio s
Sample No. Last Crop Mo Yr T/A Crop or Year Lime N PJ05 ISO Mg Cu Zn B Mn See Note
00002 Soybeans 1st Crop: Corn Grain 3.9T 120-160 0 0 0 0 0 0 3-
2nd Crop:
Test Results
L Soil Class HM% W/V CEC BS% Ac pH P-I K I Ca% Mg% Mn-I Mn-AL (1)Mn-Al (2) Zn-I Zn-Al Cu-1 S-1 SS-1 Naw MIEN -Na
Yj� MIN 3.01 1.15 .9 64.0 3.2 5.1 531 111 50.0 7.0 120 89 446 446 532 50 4 . _ :o.i•
FFieldlLformat;on` ltedLime Recommettdatioas y
Sample No. .Last Crop Ho Yr T/A Crop or Year time N P205 AO Mg Cu Zn B Mn See Note
00003 Fes/OG/Cim,M 1st Crop: Fes/OG/rim,M 0 120-200 0 0-20 0 0 0 0 12
2nd Crop:
Test Results
Soil Class HM% W/V CEC BS% Ac pH P-I ICI Ca% Mg% Mn-1 Mn Al (1)Mn-AI (2) Zn-I Zn-Al Cu-1 S-I SS-1, NI�-N_ NHFN Na
ORG 5.69 1.01 12.2 6.0 3.8 5.0 354 83 55.0 10.0 83 82 380 631 384 53 0.1
Field,lnfortnah#n-AAWWNlfi djRe&mmcu&fions'DO
Sample No. Last Crop Mo Yr T/A Crop or Year lime N . B05 AO Afg Cu Zn B Mn See Note
00004 Berm Hay/Pas,M 1st Crap: Berm Hay/Pas,M 1.3T 180-220 0 0 0 0 0 0 .12
2nd Crop -
Test Results
Soil Class HM% W/V CEC BS% Ac pH P-1 K I Ca% Mg% Mn-1 Mn-AI (I)Mn-Al (2) Zn-1 Zn Al Cu-1 S-1 SS-1 NQFN NL&N Na
M-0 4.09 1.03 10.8 65.0 3.8 4.9 445 168 49.0 9•0 108 89 475 594 469 44 0.1

3/2 7 /98
Sample No. Last Crop
Mo Yr T/A
Crop or Year
Lime
N P205 A0 Mg Cu. Zn B Mn See Note
00005 Soybeans
1st Crop: Corn Grain
2.6T
120460 0 10-30 0 0 0 0 3
2nd Crop:
Test Results
Sot! Class HM% W/V CEC BS% Ac pH P-1 K-1
Ca% Mg%
Mn-I Mn-AI (I)Mn-AI (2) Zn-I Zn-AI Cu-I S-I SS -I NON M-N Na
M-0 4.32 1.01 8.8 44.0 4.9 4.3 170 63
33.0 8.0
67 65 271 339 234 31 0.1
Sample No. Last Crop o Yr T/A Crop or Year Lime N P20s
00006 Soybeans 1st Crop: Corn Grain 2.7T 120-160 0
2nd Crop:
Test Results
Sot! Class HM% W/V CEC BS% Ac pH P-I K I Ca% Mg% Mn-I Mn-AI (1)Mn-AI
M-0 4.81 1.08 10.3 48.0 5.4 4.4 222 66 37.0 8.0 2 80
AO Mg Cu Zn B Mu Se
10-30 0 0 0 0 3
Zn-I Zn-AI Cu-I . S I SS -I NWN NIM Na

NCDA Agronomic Division
4300 Reed Creek Road Raleigh, NC 27607-6465
J•.
919 733-2655-„
-
Re rt;No:.40983:,.::. -,
.:
-
Grower.-
Cavenaugh, Hogue
Copies to: Cavenaugh, Stanley
4031 NC Hwy 41 South
r
Wallace, NC 28466
�-��� �SoilTestReport
Cavenaugh, Stanley
Farm:
277 Rattlesnake Ln.
Wallace, NC 28466
6/ 7 9 SERVING N.C. CITIZENS FOR OVER 50 YEARS
Du lin County
Agronomist Comments:
Field Information
Applied Lime
Recommendations
Sample No. last Crop
Mo Yr T/A
Crop or Year
lime
N
Pros K0
Mg Cu
Zn
B Mn See Note
RS1 Fes/OG/Cim,M
111998 2.
Ist Crop: Fes/OG/Pim,M
0
120-200
0 0
0 0
0
0 12
2nd Cro :
Test Results
Soil Class HM% W/V CEC BS%
Ac pH P-1 K-I
Ca% Mg%
Mn -I Mn-A! (1)Mn-AI (2) Zn-I
Zn-AI
Cu-1
S-1 SS-1 N1%-N A7&N Na
MIN 2.22 1.07
8.2 88.0
1.0 6.2 322 250
55.0 19.0
52
45 178
178
253
46 -0.2
Field Information
Applied time
Recommendations
-Sam NYo. Last Crop
o Yr T/A
Crop or Year
Lime
N
PlOs ISO
Mg Cu
Zn
B Mn See Note
~ RS2 _ Fes/OG/I'im,M
111998 2.
1 st Crop: Fes/OG/Pim,M
0
120-200
0 0-20
0 0
0
0 12
2nd Crop:
Test Results
Soil Class HM% W/V CEC BS%
Ac pH RI K I
Ca% Mg%
Mu-1 Mn-Al (1)Mn-Al (2) Zn-1
Zn-AI
Cu-1
S-I SS-1 NC8-N A7&N Na
M-0 3.67 1.15
7.4 74.0
1.9 5.4 171 78
62.0 7.0
35
47 255
319
156
38 0.1
_Field -Information
lied Lime
Recommendations
�
� _ ��' ~
� j �T �;-i7 7_.;�
Sample No. Last Crop
o Yr T/A
Crop or Year
Lime
N
PJ05 KO
Mg Cu
Zn
B Mn See Note
RS3 Berm 11ayRas,M
11 1998 2A
1st Crop: Berm Hay/Pas,M
0
180-220
0 0
0 0
0
0 12
2nd Cro :
Test Results
Soil Class HM% W/V CEC BS%
Ac pH P-1 K-I
Ca% Mg%
Mn-I Mn-AI (1)Mn-AI (2) Zn-I
Zn-AI
Cu-I
S-I SS-1 NQr-N Nli-N Na
M-0 4.09 1.10 11.0 84.0
1.8 5.7 426 177
62.0 13.0
99
81 589
736
511
42 0.2
Field Information
Applied Lime
Recommendations
Sample No. Last Crop
Ho Yr T/A
Crop or Year
Lime
N
P205 Igo
Mg Cu
Zn
B Mn See Note
RS4 Berta Hay/Pas,M
11 1998 2.
1st Crop: Berm Hay/Pas,M
0
180-220
0 80-100
0 0
0
0 12
2nd Crop:
Test Results
Soil Class HM% W/V CEC BS•06
Ac pH P-1 K-1
Ca% Mg%
Mn-1 Mn-AI (1)Mn-AI (2) Zn-I
Zn-AI
Cu-1
S-1 SS-1 N(k-N AU-N Na
M-0 3.47 1.19 -
6.o 70.0
1.8 5.4 205 61
56.0 8.0
43
52 03
216
207
45 0.1

NCDA Agronomic Division
4300 ReedyCreek Road Raleigh,
NC 27607-6465
919) 733-2655 Grower: Cavenaugh, Ro
a
Re'
146:40983'.-:•P .2
Field Information
Applied
Lime
Recommendations
"
__' _
Sample No. Last Crop
Mo
Yr T/A
Crop or Year
Lime
N P205
Mg Cu
Zn
B
Mn
See Note
RS5 Berm Hay/Pas,M
111998
2.
1st Crop: Berm Hay/Pas,M
0
180-220 0 100-120
$ 0
0
0
12
2nd Crop:
Test Results
Soil Class HM% W/V CEC
BS%
Ac pH P-I
K-I
Ca%
Mg%
Mn-1 Mn-AI (1)Mn-AI (2) Zn-I
Zn-AI
Cu-1
S-1
SS-1
NQ-N NI-N Na
MIN 1.67 1.25
4.4
73.0
1.2 5.7 206
53
58.0
9.0
38 44 160
160
245
43
0.1
Field Information
lied Lime
Recommendations
Sample No. Last Crop
Mo
Yr T/A
Crop or Year
Lime
N M5 ISO
Mg Cu
Zn
B
Mn
See Note
RS6 Corn Grain
111998
2.
1st Crop: Corn Grain
0
120-160 0 0
0 0
0
0
3
2nd Crop: Small Grains
0
80-100 0 0
0 0
0
0
3
Test Results
Soil Class HM% W/V CEC
BS%
Ac pH P-1
K-1
Ca%
Mg%
Mn-1 Mn-Al (1)Mn-AI (2) Zn-1
Zn-Al
Cu-I
S-1
SS -I
N(;-N NI&N Na
MIN 3.37 1.08 10.7
84.0
1.7 5.9 538
153
62.0
16.0
75 64 57 522
522
435
49
0.1
Field information
Applied
Lime
Recommendations
Sample No. Last Crop
Mo
Yr. T/A
Crop or Year
Lime
N M5 &0
Mg Cu
Zn
B
Mn
See Note
DB7 Fes/OG/1'im,M
111998
2A
1st Crop: Fes/OG/Tim,M
0
120-200 0 0
0 0
0
0
12
2nd Crop:
Test Results
Soil Class HM% W/V CEC
BS%
Ac pH P-I
K 1
Ca%
Mg%
Mn-1 Mn-Al (1) Mn-Al (2) Zn-1
Zn-Al
Cu-I
S-I
SS I
NC$-N NI&N Na
MIN 3.01 1.07
82.0
1.8 6.0 519
272
55.0
13.0
99 76 525
525
406
39
0.2
Field Information
Applied
Lime
Recommendations
Sample No. Last Crop
Ho
Yr T/A
Crop or Year
Lime
N P205 1w Mg Cu
Zn
B
Mn
See Note
DB8 Soybeans
1st Crop: Corn Grain
0
120-160 0 0
0 0
0
0
3
2nd Crop: Sobeans
0
0 0 0
0 0
0
0
3
Test Results
Soil Class HM% W/V CEC
BS%
Ac pH P-1
K-1
Ca%
Mg%
Mn4 Mn-Al (1)Mn-Al (2) Zn-1
Zn-AI
Cu-1
S-1
SS-1
NON NI&N Na
M-0 4.69 1.14
7.8
73.0
2.1 5.6 370
197
4.0
12.0
70 65 58 352
440
259
40
0.2
Field Information
App
lied Lime
Recommendations
Sample No. Last Crop
Ho
Yr T/A
Crop or Year
Lime
N M5 ISO
Mg Cu
Zn
B
Mn
See Note
DB9 Soybeans
1st Crop: Corn Grain
.5T
120-160 0 30-50
$ 0
0
0
3
2nd Crop: Sobeans
0
0 0 30-50
$ 0
0
0
3
Test Results
Soil Class HM% W/V CEC
BS%
Ac pH P-1
K I
Ca%
Mg%
Mn-1 Mu -AI (1)Mn-Al (2) Zn-1
Zn-AI
Cu-1
S-1
SS-1
N(3-N NIE-N Na
MIN 1.49 1.25
4.6
74-0
1.2 5.6 224
54
58.0
9.0
43 43 36 147
147
177
36
0.1

NCDA Agronomic Division
.4300 Reedy Creek.Road Raleigh, NC
27607 6465 •
[phone]
.Grower:. Cavenaiigh, Hogue
Reoi-t No: 469$3
Field Information
A pplied Lime
Recommendations
Sample No. , last Crop
Mo Yr T/A
Crop or Year
lime
N M5
160 Mg Cu
Zn
B Mn See Note
PB10 Soybeans
1st Crop: Corn Crain
.6T
120-160 0
0-20 0 0
0
0 3
2nd Crop: Soybeans
0
0 0
0-20 0 0
0
0 3
Vest Results
Soil Class HM% W/V CEC BS%
Ac pH P-I K-I
Ca% Mg%
Mn-I Mn-AI (I)Mn-AI (2) Zn-I Zn-AI
Cu-I
S-I SS -I N(b-N MArN Na.
M-0 4.44 0.99
9.7 73.0
2.6 5.2 252 82
56.0 13.0
45 52
45 329 411
269
63 0.2

3/14/00
Grower. Cavenaugh, Hogue
4031 NC Hwy 41 South
Wallace, NC 28466
to A na1ysis effort Farm:
Duplin County
Copies To: County Extension Director. -
USDA-NRCS-Duplin
Cavenaugh, Stanley
West, Rolanda
Sam le`jInFo.
ILIatiorato�Re`sultsl( artslo er millioni[Fnless otherwise f oted)
Sample !D:
N
P K Ca
M
S Fe Mn Zn
Cu B Mo
Cl C
D$1
Waste Code:
ALS
Description:
Swine Lagoon Li .
Total
IN -N
-NH4
-NO3
OR-N
Urea
605 M
95.4 727 120
H H M
22.2
M
34.2 1.69 0.30 0.62
H M M M
0.37 1.53
M H
Na Ni Cd Pb Al Se Li pH SS C.N DM%
CCE% ALE!( l
202 7.42
H
_
Recommendations:
N6t-ientssIAvailable fo [First;Cro
WiTOOOOrallons
other Elemenigs
SJi1]Bt}1 allo
A'-pp!lcation Method
Irrigation
AMP
2:5
K2O Ca ti!g S Fe
1,3 5.8 0170
tits
In Cu B ti10 E!
0.01
Na Ni Ed Pb
l.7
A'! tt
114 18.2 30.2 1.23 0.23
M M H L M
Waste Code:
ALS
Description:
m

NUUA A ronommuivislon.
43UU-Kee❑
LFeeK-Koaa..-Kaiel n, NI, .[!bu/-b4b5;- yIu),Iiijzboo'.:---bower,:,.,-L;avenaugnmuguer.
r�tRQ. mrub iuzr rc�
Sam I& Info:,=�P! F <
`Uboratory Results arts' er million-unless=ottierwise noted) �*` ¢
Sample ID:
N
P K Ca mg S Fe Mn Zn
Cu B
Mo Cl C
Total 614 M
109 799 112 18.2 37.8 1.40 0.26 0.53
0.31 1.61
R 2 a
IN-N
H H M M H L M M
M H
Waste Code:
-NH4
ALS
-NO3
Na Ni Cd Pb Al Se Li 2H
SS C.,N
DM% CCE% ALE K al
218 7.47
Description:
OR-N
Swine Lagoon Li .
Urea
H
ReOmmendatMs: - _-- ,
�_-N itrients AVailable.f6r-First Cro —:�.. � �- -�� 1tis/IOOO= alloris;E 'M
OtheUlements !llbsfil�Ol ailarts
IrcatronMetlrod NPX35 K2O ; Ca Mgt S . �Fe Mn In
�Ri titian 2:6 s 1 6.4 ' 065 x`011 0 22 D 01=T T u`'' O fl �tilo x `Ct yi
N8 N Cd
1.8
P6
5L
_
r
�=

NCDA onomic Division,
4300:Reed Creek 'Road=
Ralei NC_ 27.6o7--6465.. 919 -.733-2655
Grower:- Cavenaugh,
Hogue
Report. No:;'M06410-T--2 =. --
Sam leinfo.
laboratory Results;
r. million.uniess otherwise -noted
Sample ID.•
RS2
Waste Code:
AL5
Description:
Swine Lagoon Li .
N
P
K Ca Mg
S Fe Mn Zn
Cu
B
Mo Cl C
Total 614 M
• IN -N
-NH4
NO3
OR-N
Urea
log 799 112 18.2 37.8 1.40 0.26 0.53 0.31 i-M
H H M M H L M M M H
Na Ni Cd A Al Se Li PH SS C.•N
DM% CCE% ALE a
218 7.47
H
Recommendations:
Nutrients Available for First Crop
lbs11000 allons
Other Elements
lbs11000 alkws
ApplicationMetbod
Irrigation
N _ . P205 K20 Ca -
2.6 1.5 6.4 A65' .
-
Mg S Fe Mn: -
0.11' 0.22 0 01: -• -T-
_,..Zn Cu -.°B Mo Cl
T T 0 01-
,.:
r. ... ...
= Na
A .8
Ni
Cd- • A Al _.,-•Se;
+ = L
7
s ,rx' - {" : i 3_. - 1 1,� �•y,,.?4r �aK�: +•; . i_
Sam le.1do...
,Uborato Results
r million unless otherwisemokil
-
Sample ID:
N
P K
Ca
Mg
S
Fe
Mn
Zn
Cu
B
Mo
Cl C
RSl
Total 605 M
89.8 700
114
18.2
30.2
1.23
0.23
0.51
0.27
1A7
IN -N
M M
M
M
H
L
M
M
M
H
Waste Code:
AM
ALS
-NO3
Na Ni
Cd
A
Al
Se
Li
pH
SS
C.N
DM%
CCE% ALE al
195
7.51
Description:
OR-N
Swine L on Li .
Urea
H
Recommendations:: , ::.
-Nutrients
Available for First Crop
lbs11000 aldow
Other Elements
;:
Cbs/100Q allow '
Application Method,
N P:205 _• X20 ;Ca - Mg S--..
Fe
Mn Zn OF
B•,
Mo
Cl
Na
Ni
Cd A
t Al s �Se Li K
Irrigation-
2.5 L2.. 'j 6
0-67 0:11 0.18'
,- 0 Ol T T
.T
0.01
1:6
,
- .. -
,
.
-

Gmw. . Cavenaugh, Hogue Copies To: USDA-NRCS-Duplln
4031 NC Hwy 41 South Cawnaugh, Stanley
Wallace, NC 28466
�•• �`Waste A szs nalRe-hortyr
6/ 2/99 Duplin County
eelinfo. $i abo�[k sul . �� r �illioa`�unless�other�e;noted
Sample ID: N P K Ca mg S Fe Mn Zn Cu B Mo C1 C
3251 Total 702 M 73.9 878 139 33.6 29.5 2.18 0.41 0.70 0.28 1.09
INN M H H M H M M M M H
Waste Code: -NH4
ALS -NO3 Na Ni Cd Pb At Se Li PH SS ON DMA CCliSi; AL8
scription: OR N 212 7.58
Swine Lagoon Lia. Urea H
I� l

Grower Cavanaugh, Hogue
Copies To. USDA-NRCS-DupUn
4031 NC Hwy 41 South
Cavanaugh, Stanley
Wallace, NC 28466
4 r-- -Cave=04
Waste
Analysis RAo-hort
Stanley
Farm:
277 Rattlesnake Ln.
Wallace, NC 28466
6/2/199
Duplin County
SMk-bifo'MM
I
I ""
'effl
N
P K Ca mg S Fe Mn zn Cu
B mo CI C
35 1
Told 702 M
73.9 878 139 33.6 29.5 2.18 0.41 0.70 0.28
1.09
INN
m H N m H m m m m
H
Waste Code.
-NH4
ALS
-NO3
Na Ni Cd A At Se Li AH SS
C.N DM% CCE% AL89
Descriptiom
OR-N
212 7.58
Swine Lagoon Liq.
Urea
H
4

Grower- Cavenaugh, Stanley Copies To: USDA-NRCS-Duplin
277 Rattlesnake Ln.
Wallace, NC 28466
..� -Waste AnalysisRa-'hort Farm:
9/11/98 Duplin County
EM—IOIUMMMLaborato Results _ million nv lei otlti wise"`no edInim
Sample LD: N P K Ca M-9 S Fe Mn Zn Cu B Mo C1 C
5 0 Total 363 M 107 640 126 53.9 36.9 3.74 0.97 2.40 0.33 0.51
RVN H M M H H M M M M M
Waste Code: -NH4
ALS -NO3 Na Ni Cd A Al Se Li pH SS ON DM% CCE% AL8
Descriptlan: OR-N 179 7.19

N AA # ono inic'Division4_4300 Reed Ralei NC 27607 6465.7919 `7 03.055 -` 7 Ike 96. W037.g7�W
,Greek'Road'
_
Grower., Cavenaugh, Stanley Copies To: USDA NRCS-Duplin
277 Rattlesnake Ln. Cavenaugh, Hogue
Wallace, NC 28466
Waste A
SZS naiyRe-hort Farm:
3/19/98
Duplin County
�-_ �
Sam li Iufo '� '
. , _> . . zn y .� ,_ f �. _m �;�- � �.-,A 5 � � .� �$ sew.
Labo><ato Itesalts arts r mill�onunless`otherw�se noted
_ ,`
.
Sample 1D:
N
P K Ca Mg S Fe Mn Zn Cu B Mo Cl C
Ot}54©1,
Total 756 M
90.2 594 131 42.4 34.6 7.93 0.87 2.25 1,02 0.65
1'�wj
IN -N
M M 11 H II M M M M M
Waste Code:
-N114
ALS
-NO3
'Na Ni Cd A Al Se Li /I SS C.•N DM% CCE% ALE
153 7,35
Description:
OR-N
Swine Lagoon Li .
Urea
M
Recamnaendat�ons Nutrients'Available-for.First:Cro
x
Dtlier`SlileineutS .?lbsf(# lloiss=.
z _::_
�mmw s. __ :Ibs/IODO'Talloirs
;-. •-:::' rM<" �_;;...,...., .,.e�'.,". y. ..�M ,,:.;
„,-.'"' ,�v.. ':''. : ,._9 .,' <' - ::. t-• `..
IrcationMetbad...., N K ge Mn �:..,z
:P20S � z0Ca Me y b Mri" Cl
P-- �- -� -" .�, g may_ .�,:�, T�Zn �
ii ems.' . ,..:�:5 x. ... ne _�{.-..s..y .: .:- :.-,3,.v.r . 4. %. YX Yi __ rc q ...:^n.^-' ".4.t% `.£.':"!:'Y:'^..:'?� 2,..s
-... . z. *.a3 5 4i1 : :5.'e.;:.: "af s M '.v.r .. . „G.c 3.., ::.-:": 7:b ..A $ Vyf,..._ :,i+1 :'.0_3'
4' :. B
Ni"yk . 'K ' ....�.'II.
a XPb
rx-���;_
ne�...r, S moo..
-, C..
.:.
irri axon : 3.2 1:2 4 8 E ,,0 77 . , 0:25 ._ _, ,Q 20 ": ;0.05 0 41 Q:O�G t}:0.1 ',TH
�a+'
c.
3s
. a
k ;"'yx _ 'ix.,`•::, _x.•�vy-`��_ w.xo.d.-. -[.0 l -. 9l`;' .. T 3..:'
a:=
Sam le.Info :.
Laborafo` ,Results r:mellionnless;othervcnseitoted -. _ _ P
Sample 1D:
N
P K Ca M S Fe Mn ACu B Mo CI ,. C
00541}4
Totes! 553 M
53.5 643 112 23.7 27.9 6,56 0.23 1.20 0.59 o.66
IN -N
M M M M M M M M M M
Waste Code:
-NH4
Na Ni Cd A Al Se Li pH SS ON DM% 06% ALE
ALS
NO3
164 7.58
Description:.
OR-N
Swine L oon Li .
Urea
M
Recommendations _ 3 H
�.r
Nutrients Avarlable'for First Cr - m
x Ibs/I000= aldoiiss,:
OthereEleateatsn p�2lbsU allotts
w _
. -; ,,.. ��, ...,.. r -:... ... W..::� egyP - -:.`. a.,g
,. Anlicatron Metbad: 1, �' "�N .�:,P20.5 - K20a:_� :_ Ca::',. } MpR �s _S >.: Fe ..:. =A .-.:,;�Zn Cu�� � �� 8,, '.�Mo Cl
"Irri atwn W _ 2 t�'71> . 5 z 0:65 - 0 14 0 16 O Q4 Ta. O:Q1 '� Try T. U
8 '
t •„
a Na>�,'�£'d
1:4

FORM IRRA
in
Farm Owner
Irrigation Operator
Lagoon Liquid Irrigation Fields Record
For Recording Irrigation Events on Different Fields
Facility Number I -
Tract #
Field #
Date
mm dd r
Crop Type
Field Size
acres
I rrig ation Time.
Number of
Sprinklers Operating
= $
2-Z-00
a,�If�
�' IC-,
1D �3Q
735
I
.72 -oa
to
11'.DD
��' Fv
t
do
b
S
S, Of,
11'. o0
50
Ila
21,45
• Lko
1
'2:-00
rcLy,
y+91
t7
2;5o
Z-50
f
D
2- op
; /5
5 5 d
2 iS
1
q:DD
1I:15
13S
I
1 2'. d o
J: 35
95
- I
-S •o"
C
4,91
la,4D
/;yn
264D
I
1
5-5 -no
C
2 I
9,16
-7; 3n
a
1 L4-0
�t
5- - a
Cam•, ,-
s5
-A', oo
a •. Iz o
14 U
57
5- V- Do
Cell, , r-
3, o b
f 0! no
12 4
1 ta5
I
-o
�,-
t,
4 �. 2 5
1-15
I

FORM IRR-1 Lagoon Liquid Irrigation Fields Record
For Recording Irrigation Events on Different- Fields
Farm Owner r In , ., ,•.. w1 Facility Number -
Irrigation Operator -
Tract #
Field #
Date
mm dd r
Crop Type
Field Size.
acres
Irrigation Time.
Number of
Sprinklers 0 eratin
^s►
'3 _ I:l�l�r
f i• r
r'
I � •fir',
�; .:'7i`.
��'t}
1
plc C
t1•
Pr
-�-o
G7"-.J
9;15
la:UD
20
t
CN1
3 t
1."00
y '140
Q A
- o o
Cow b
4. 98
T36 -
! D
a b
4
- ' co
rnr, f
CJ .31
W to
(90
f3-0e)—
2,55
;! 5
9 ! y5
00
3, oe
I : 20
f 7o
t
L4-/3-aD
.1`1
3 !D'1
1c'6�
t7
I
} Zo vo
5 S
i 30
► 35
L-zo-oo
,or4
9: a
1 �zc7
i'-�o
is
'-4-7n-an
cQ'
4'•5
(?
I
U

FORM IRR-11 Lagoon Liquid Irrigation Fields Record,
For Recording Irrigation Events on Different- Fields
Farm Owner
Irrigation Operator
Facility Number I - I —
Tract #
Tract
Field#
Date
(mm/ddlyr)
Crop Type
Field Size
(acres)
Irrigation Ti
Number of
Sgrinklers OReratin g
�tsja imp
End Time
Tgtal Minutes
V.
0
f R
q- 27 -9?9
aztle
4
10'-'
4prr'
1;60
113
12- li - qg
I PM
'* , 1 P,-'
CO3 ' -
5130
—
I 'D
/0-
1
: a
2..00'
0
913..
IT qq
1.5
: 115
105
10
b 99
4
1 - L)Lj
5 ' ().,-N
.,4 H 1)
q9
--T--
'I, )'(�
:29
II-9C)
Lj "
WIS
19
I
L
P-'00
1
2 541'
r'0
15.0
A S
NZ - rr;
I <I-ac-
4 ri
Cr.,i C)
0ti
5-99
Qbawca
I0
" 1()
940
-co-99
ccoiTAC&
5
1'30
0 ri
-7 a
I
-1 --7 -99
(Irn z4, Q.-
/Q;00
00
C
-9"9
q
'
/DM
9:50
-7Q
Ac
to - 29
'3 06
-71,50
a -70
'o

FORM IRR-1
Farm Owner
Irrigation Operator
Lagoon Liquid Irrigation Fields Record
For Recording Irrigation Events on Different- Fields
Facility Number -
Tract #
Field #
Date
rr�rn dd r
Crop Type
Field Size
acres
Irri ation Time.
Number of
S rinklers Ooeratinci
a�
-1- 98
afl
- I;�-AS
'�S
105
-tg -cg
T5
1, Ls,VI,
LIS1
' SC7 tY,
17 D
1
C
- ! - Oel...
'
Q A er
pr ' " -o .�
— s?
Y
D rm
Z�
4
B enL,
V JJ� f3'hS
0
- 2 99
I
l' 3vaivi
1 0r--
n
q - SFr
Prypi
4
0—
' uo r"
? 4 U
C
�q-
c�
ti .n,
�c m,
LIZc�
r
t
GF

k? Field Size (acres) `j(A)
Farm Owner
I
- I '
I
Lagoon: Irrigation Fields Record
One Form for Each Field per Crop Cycle
Facility Number
".'':'Irrigation Operator
Irrigation Operator's
Address
t
`� ~ Owners Phone # . Operator's Phone #
Firom Waste Utilization Plan
Crop Type /' _ t Recommended PAN Loading
LtslN� Mum) _ (6)
1 2) 3 l4 5} 6) 8) {g} 10) t t)
Data
mrttlddlyr
Irrigation
Waste Analysis PAN'
pb11000 gal)
PAN Applied
(Iblacre)
(0
_I$100
t 00
Nitrogen Balance r
(tblacre)
{e} - {t01
Start Time
End Time
Total
Minutes
k of Sprinklers
Operating
Flow Rate
(gaymin)
Total Volume
(gallons)
(6) - (5) _ (4)
Volume
per Acre
(gallacre)
�
A
-06
7:50
LiSd
�2GD
f
coSK
(a oo
9-7.
qa
12,'56
2-55
6SIZ50
9 2 q
A -5
=5 -60
10, wo
00
26
955
to 3 CD
/ 3 D 3
a•
3 5
Crop Cycle Totals I
Owners Signature Operator's Signature
Certified Operator (Print) Operators Certification No.
t NCDA Waste Anaylysis or Equivalent or NRCS,Estimate, Technical Guide Section 633.
Enter the value received by subtracting column (10) from (B). Continue subtracting column (10) from column (11) following each irrigation event.

Lagoons Irrigation Fields Record
One Form for Each Field per Crop Cycle
Tract
i
Field #
Facility Number
Feld Slze A)
Farm`Ownery
.,&r54 mer'S Address
1 : !
,Irrigation Operator
Irrigation Operator's'
;_
f
Tyf
Address
s',:`.Owrier+s Phone #
I
Operator's Phone #
J, `YV.. ffallJJ,sa.'}�_;•Irt•}"Y}, _;• From Waste Utilization Plan
Crop Type Recommended PAN Loading
(Iblaue) = (B) I
(1) (21 rat ret r9 IM 171 1R) rat 11m n rt
Dale
mm/tldlyr
Irrigation
Waste Analysis PAN '
(iol1000 gal)
PAN Applied
(Iblacre)
(8) _ 0
t00
Nitrooen Balance =
(lblacre)
(B) - 00)
Start Time
End Time
Total
Minutes
(3) • (2}
# of Sprinklers
Operating
Flow Rate
(gallmin)
Total volume
(gallons)
(6) x (5) - (4)
volume
per Acre
(gaVacre)
(7)
A
4-27--oD
<g rs5
!br 303S
A S
3(44_4Z 5
1 7(-j•7j
fo
3 2.Lt�1ot!
9:oc)
wig
135I
?55
3` %A-Z
12173
.'5
1,Z
S2.
-�-6
7: 3Q
9.'9,0
! q 8
-SS
35700
35
2 • S
3Z �3
2�.
Crop Cycle Totals
Owner's Signature
Certified Operator (Print)
Operator's Signature
Operator's Certification No.
NCDA Waste Anaylysis or Equivalent or NRCS Estimate, Technical Guide Section 633.
2 Enter the value received by subtracting column (10) from (B). Continue subtracting column (10) from column (11) following each irrigation event.

tAr
Lagoon Irrigation Fields Record
• One Form l o r Each Fleld per Crop Cycle
:res)• (A)
Facility Number -
Irrigation Operator
Irrigation Operator's
Address
Operator's Phone #
From Waste Utilization Plan
,:,... Crop Type Recommended PAN LoadinLLnm g
Oblacre) = (B)
(11 121 rat ret rot rfil r n Istl 101 f i n1 fill
,'fob � r,=�+ .- . .. . -. . � � •
Date
mnVddtyr
Irrigation
Waste Analysis PAN'
(Ip11000 gal)
P (lb/acre) PANAppliedNitrogen
—081 x f91
t000
1 Balance 7
(Bj • {10j
Sian Time
End Time
Total
Minutes
(3) - (2)
# of Sprinklers
Operating
Flow Rate
(gal/min)(6)
Total Volume
(gallons)
x (5) Y (4)
Volume
per Acre
{gaVacre}
�}_
A
q- 22--06
11' 00
Qt,
o
S 5
oC a95o
/-WAS
35.9
$6,4-
-4-bo
12•.0
4S
i
arl2�5
{! 59' .
2 ,
3 6.5
5--6- oh
tt7 o
2•
E)
[
Z
;Z;�95-0
Crop Cycle Totals I , I
Owners Signature
Certified Operator (Print)
Operators Signature
Operator's Certification No.
t NCOA Waste Anaylysis or Equivalent or MRCS Estimate, Technical Guide Section 633.
rR1, r'.n
1r11 from �_� ntinue subtracting column (it)) from cC.:::-'��. �� :� • +'+y cam++ uuyau�u cvcin.

or
r
�,�.��• ram. � �. � � x -•
µyap; ,` �' _
ract #
=ield-Size-(acres) (A)'
�# F 0 vner
Owner's`Address _
%Owner's Phone '#
Lagoon Irrigation Fields Record
One Form for Each Field per Crop Cycle
Facility Number
Irrigation Operator - -
Irrigation Operator's
Address
{._ Operator's Phone #
tr t' �re=.. Ar'r:�.k3^ r:•�+h.._•!"�-�.�-`i; s- ; :'� M;F.E - =r:
From Waste Utilization Plan
Crop Type Recommended PAN Loading
(Iblacre) = (B) I a •S
(1) (2) f1i rah (51 191 m 181 991 fim 111%
Field #F 16, l
Elate
mrN'd r
Irrigation
waste Analysis PAN'
gal)
{Iblt O00 al
PAN Applied
(lb/acre)
i81 x (gl_
1000
Nitrogen Balance 7
(Iblacre)
. - (B),00)
Start Time
End Time
Total
Minutes
(3) - (2)
p of Sprinklers
Operating
Flow Rate
(gallmin)
Total Volume
(gallons)
(6) x (5) x (4)
volume
per Acre
(gallacre)
_Q _
A
4-7-1-00
tZ', o
cl'.D0
"ZID
5S
5 O
3g411
2•
3�.a
�b,S
5•a"
a:!
5`.50
,115
9S5
S L4 VS
I
5.4
0
-S�o
l�jao
3: 5
a1S
oss
'5(4tAS
Iq-2-I •'1
35
4.
Crop Cycle Totals 1 4
Owner's Signature Operator's Signature
Certified Operator (Print) Operator's Certification No.
I NCDA Waste Anaylysis or Equivalent or NRCS Estimate, Technical Guide Section 633.
rcLrwGu by buutractirly column (ill) iroin t8). t-ominue suctracting column (1(1) Trom column (11) toilowing each Imgation event.
IY7l• �'• � '�i �-�.�_ a. _ aC _:ten _ _ - .. --.. - - - - - - .

FORM ERR-2 Lagoon Irrigation Fields Record
One Form for Each Field per Crop Cycle
Tract # ' Feld # Facility Number I
Field Size (acres) = (A) 14
Farm Owner Irrigation Operator
Owner's Address Irrigation Operator's
Address
Owner's phone q Operator's Phone #
From Waste Utilization Plant
Crap Type Recomnnend" PAN Loading =--75
1 2 3 5 8 9 10 n
Owe
mrntddlyr
Irrigation
Waste Analysis PAN'
ptut0009a1}
PAN Applied
(lblacre)
[81�(91
1000
Nitrogen Balance'
(Vacre)
(8) ltOl
Stan Time
Eno Tone
Total
minutes
(3) _ (2)
a of Spnf*lers
Operating
Flow pate
(gallnun)
Total
(gallMons}ons)
(g) - (5) . (a)
Votuate
per Acre
(gaUacre}
_ 7�
A.
z%So
4:3 c;
ZQ
Z oo
7 2 00
t . {1
�.
/�!�• 1">
Crop Cycle Totals I 1
Owner's Signature
Certitled Operator (Print)
Operator's Signature
Operator's Certification No.
I NCDA Waste Anaylysis or Equivalent or NRCS Estimate. 'technical Guide Section 633.
2 Enter the value received by subtracting column (10) from (B). Continue subtracting column (1o) from column (11) following each irrigation event.

FORM IRR-2
Tract #
Field Size (acres) = (A)
Farm Owner
Owner's Address
Owner's Phone #
Lagoon Irrigation Fields Record
One Form for Each Field per Crop Cycle
Facility Number
Irrigation Operator
Irrigation Operator's
Address
Operator's Phone #
From Waste Utilization Plan
Crop Type ` ! Recommended PAN Loading
I c_14 �t�r ' ' a- I (lblacre) = (B) I rl,f
(1) 12) (3) V (4) (5) (6) (7) (8) (9) (10) (11)
Date
mmlddfyr
Irrigation
Waste Analysis PAN '
(Ibl1 000 ga])
PAN Applied
( lblacre)
_8)x {9)
(1000
Nitrogen Balance'
(lb/acre)
- (B) - 0ol,
Stara Time
End Time
Tofa!
Minutes
(3) -1z)
it of Sprinklers
Operating
Flow Rate
(gal/min)
Total Volume
(gallons)
(6) x (5) x (4)
Volume
per Acre
(ga!lacre)
(77)_
A
bb
I I
17do
?,�1
Crop Cycle Totals
Owner's Signature
Certified Operator (Print)
Operator's Signature
Operator's Certification No -
I NCDA Waste Anaylysis or Equivalent or NRCS Estimate, Technical Guide Section 633.
2 Enter the value received by subtracting column (10) from (B). Continue subtracting column (10) from column (11) following each irrigation event.

FORM !RR-2
Tract #
Field Size (acres) = (A)
Farm Owner
Owner's Address
Owner's Phone #
Lagoon Irrigation Fields Record
One Form for Each Field per Crop Cycle
Facility Number
Irrigation Operator
Irrigation Operator's
Address
Operator's Phone #
From Waste Utilization Plan
Crop Type � PAN Loading
�Q-[LLB Reoommendea(a]
(lY (2) (3) U (41 (5) (6) (7) (8) (S) (101 fill
Date
� ftyr
lrrgarlon
waste Analysis PAN '
(Ibl1000 gar}
PAN Applied
(Iblacre)
(a) x i9Y
(a)
1000
tNurogen Balance'
(Iblacre)
(8) - (lil)
Start Time
End Time
Twat
Minutes
(3) - (2)
a of Spnnklers
Opera"
Flow Rate
tgaUmln)
Vottrme
(galtflns)
(6) x (5) * f4l)
Volume
per Acre
(gaV=e)
_L7L
A
-2-7
~f .3C)
15
4
l
f 1iG
5qr
It, 1
71
Crop Cycle Totals L ---- .
Owners Signature
Certified Operator (Print)
Operator's Signature
Operator's Certification No.
) NCOA Waste Anaytysis or Equivalent or NRCS Estimate, Technical Guide Section 633.
2 Enter the value received by subtracting column (10) from (B). Continue subtracting column (10) from column (11) following each irrigation event.

FOAM IRA-2
Lagoon Irrigation Fields Record
One Form for Each Field per Crop Cycle
Tract # Field # Facility Number
Field Size (acres);:; (A)
Farm Owner irrigation Operator
Owner's Address Irrigation Operator's
Address
Owner's Phone # Operator's Phone #
From Waste Utilization Plan
Crop Type Recommended PAN Loading
,Wacre) _lei 'moo
!tit rat rat rat Irl rrt an rRt rat ttrn rrtii
Date
mnVdl
Irncrdtion
V§/aste Analysis PAN '
ptu10o0 gat)
PAN Applied
(Ibraae)
gf , 1%
1000
Nitrogen Balance'
pblarse)
(B) - t T r1)
Stan Time
End Time
Tota!
Minutes
or of Spanhlers
Opera"
Flow Rate
(gaVmin)
Teal Volume
(gations)
(6) r 15) M 1a)
Volume
per Acre
(gavacre)
1?2_
A
:no
t'�IS
13
t
�• ,
1�E5Sn
La�.�,5
-
0Q
ISO
(
ICISDO
L. q r
7,15
11 1
r�r't
Crop Cycle Totals I 1
Owner's Signature
CertMed Operator (Print)
Operator's Signature
Operator's Certification No.
l NCDA Waste Anaylysis or Equivalent or NF ICS Estimate, Technical Guide Section 633. -
= Enter the value received by subtracting column (10) from (8)- Continue subtracting column (10) from column (11) following each irrigation event.

FoRm BAR-2
Tract #
Field Size (acres) = (A)
Farms Owner
Owner's Address
Owner's Phone #
Lagoon Irrigation Fields Record
One Form for Each Field per Crop Cycle
Facility Number
Irrigation Operator
Irrigation Operator's
Address
Operator's Phone N
From Waste Utllizatlon Plan
Crop Type j ReMmmnd w PAN Loatlirg
pbtaae) = (a)
(2) (3) (4) (51 (6) (7) i81 (3) (10) iTs)
i
r
••
Crop Cycle Totals I —....._....
Owners Signature
Certified Operator (Print)
Operator's Signature
Operator's Certification No.
s NtCDA Waste Anayysis or Equivalent or MRCS Estimate, Technical Guide Section 633.
Enter the value received by subtracting column (10) from (0). Continue subtracting column (10) from column (11) following each irrigation event.

FORM IRR-2
r,
Lagoon Irrigation Fields Record
One Form for Each Field per Crop Cycle
Tract N Field Al Facility Number
Field Size (acres) = (A)
Farm Owner Irrigation Operator
Owner's Address Irrigation Operator's
Address
Owner's Phone # Operator's Phone 4
From Waste Utilization Plan
Crop Type Recommended PAN Loading = - •,}
Wave) = (B)
01_ (21 (3) (4) (5) (61 (7) (a) (9) (101 Itt1
Date
eunlddyr
Imgatian
Waste Analysis PAN '
Qoli 904 gal)
PAN Applied
(biacre)
Yi$) x i�
1000
Mragen Balance'
(Iblacre)
(a) - fro)
Stan Time
End Time
Total
IMiRuleS
(3) - (2)
p o1 Sprinklers
Operating
Fk)%v �e
(gaUmin)
fora! Volume
(gallons)
(61 (5) - 14)
Volume
per Acre
(gaUacre)
_{L
A
Zuj�
27x
-DD
};1�0
:'fin,
*?9V-
I
1-2-6
y 7C�0
7��;,
t,b
GO
IZo
]fin
+ ! )
-a.
(, c7
z
PC)
�r�
i ,�
i 1
C11,
Crop Cycle Totals I...�,,..,._, I
Owner's Signature
Certified Operator (Print)
Operator's Signature
Operators Certification No.
NCDA Waste Anaylysis or Equivalent or MRCS Estimate, Technical Guide Section 633.
Enter the value received by subtracting column (10) from (6). Continue subtracting column (10) from column (11) following each irrigation event.

FORM !RR-2
Lagoon Irrigation Fields Record
One Form for Each Field per Crop Cycle
Tract N Field # ,jlj Facility Number �]
Field Size (acres) = (A) —
Farm Owner Irrigation Operator
Owner's Address i Irrigation Operator's
Address
Owner's Phone p Operator's Phone #
From Waste Utilization Plan
Crop Type Recommended PAN Loading
.. I (tblacre) = (a)
n } (.7t rm rni tin rn rm roti rani dill
Dale
. rttmlddlyr
Imgafian
Waste Analysis PAN'
{lblt 000 gall
PAN Applied
(evacre)
f81-i9)
tt)00
Nitrogen Balance'
(Iblacre)
(6) - (10)
Start Time
End Time
T��
Minutes
(31 - (2)
a of Sprinklers
Cgwating
Flow Rate
(� }
Total Volume
(gallons)
(6) r (5) , (4)
Volume
per Acre
(gallacre)
- 2L
A
-ID oa
'•do
.00
vo
Li
Z
Z�2
p
l .fib
) SSA
I,'Z
r�L?
.;,.-�
rl
, s'r�
%� �'�.-
Crop Cycle Totals 1 i
Owner's Signature
Certified Operator (Print)
Operator's Signature
Operator's Certification No,
1 NCDA Waste Anay4mis or Equivalent or NRCS Estimate, Technical Guide Section 633.
: Enter the value received by subtracting column (10) from (B). Continue subtracting column (10) from column (11) following each irrigation event.

FORm IRR-2
Tract #
Field Size (acres) = (A)
Farm Owner
Owner's Address
Owner's Phone #
Lagoon Irrigation Fields Record
One Form for Each Field per Crop Cycle
Facility Number
Irrigation Operator
Irrigation Operator's
Address
Operator's Phone #
From Waste Utilization Plan
Crop Type Recommendw PAN Loading
V {Ibfacrel iBi
01 (2) (3) (4) (5) (6) t71 (8) (9) (10) {tt}
Date
IrrVW10ri
Waste Analysis PAN '
(IGl1000 gat)
PAN Applied
(Wane)
L81�[91
1000
Nitrogen Balance
(lblacre)
(81 (101
Start Time
End Time
Total
Minutes
(3) - (2)
v of Sprinklers
erratinating
Op'
g
Flew Rate
(gaftin)
Total Volume
(gallons)
(6) (5) ■ fd)
Volume
per Aae
(galiec-)
LL
M-li
7' bo
51.do
120
!
[ 3v
�� •,t.
(�� `lI�
1
' '
`JZ 7C,
Crop Cycle Totals
Owner's Signature
Certified Operator (Print)
Operator's Signature
Operator's Certification No.
l NCDA Waste Anaylysis or Equivalent or NRCS Estimate, Technical Guide Section 633.
2 Enter the value received by subtracting column (10) from (8). Continue subtracting column (10) from column (11) following each irrigation event.

FORM IRR-2
Tract #
Field Size (acres) = (A)
Farm Owner
Owner's Address
Owner's Phone !#
Lagoon Irrigation Fields Record
One Form for Each Field per Crop Cycle
Facility Number
Irrigation Operator
Irrigation Operator's
Address
Operator's Phone !#
From Waste Utilization Plan
Crop Type Recommended PAN Loading J�D
(lblacre) = (B) !
Ill 121 f31 rdl Mi IR1 17l fW1 101 f1n1 1111
Date
mrr,Iddlyr
Irrigation
Waste Analysis PAN'
(1b11000 gal)
PAN Applied
(lblacre)
9 x g
1000
Nitrogen Balance'
jiblacre)
(B) 00)
Start Time
End Time
Total
Minutes
(3) • (2)
pot Sprinklers
Operating
Flow Rate
(gallmin)
Volume
Ta(g arlons)
(6) x (5) x (4)
Volume
per Acre
(gallacre)
(7)—
A
"J-S
TOO O
(: l b
j
30
31 a DO
1 `I ? 1
Crop Cycle Totals I _ I
Owner's Signature
Certified Operator (Print)
Operator's Signature
Operator's Certification No.
t NCDA Waste Anaylysis or Equivalent or NRCS Estimate, Technical Guide Section 633.
2 Enter the value received by subtracting column (10) from (B). Continue subtracting column (10) from column (11) following each irrigation event.

FORM IRR-2
Tract #
Field Size (acres) = (A)
Farm Owner
Owner's Address
Owner's Phone #
Lagoon Irrigation Fields Record
One Form for Each Field per Crop Cycle
Facility Number
Irrigation Operator
Irrigation Operator's
Address
Operator's Phone #
From Waste Utilization Plan
Crop Type • Recommended PAN Loading I n�
(Iblacre) = (B) —ii
fit (21 I'll rel M1 eAl 171 rRl r41 11M rill
Date
mmlddtyr
Irrigation
Waste Analysis PAN '
(Iblt000 gat)
PAN Applied
(It)lacre)
81 - (9)
1000
Nitrogen Balance:
pblacre)
(B) - 00)
'
Start Time
End Time
Total
Minutes
(3) - (21
a of Sprinklers
Operating
Flow Rate
(gallmin)
Total Volume
(gallons)
(6) x (5) - (4)
Volume
per Acre
(gallacre}
171
A
.w
940
I
/30
31 1 a
y o
.0
%aI1`41
-1-1.
ll)-`i 4
"1: )SCi
45,
aiU
t 3
0 .ci '
^ -, !,
Crop Cycle Totals L I
Owner's Signature
Certified Operator (Print)
Operator's Signature
Operator's Certification No.
t NCDA Waste Anaylysis or Equivalent or NRCS Estimate, Technical Guide Section 633.
2 Enter the value received by subtracting column (10) from (B)• Continue subtracting column (10) from column (11) following Each irrigation event.

FORM IRR-2
Tract #
Field Size (acres) = (A)
Farm Owner
Owner's Address
Owner's Phone #
Lagoon irrigation Fields Record
One Form for Each Field per Crop Cycle
Facility Number
Irrigation Operator
Irrigation Operator's
Address
Operator's Phone #
From Waste Utilization Plan
Crop Type /1_ _ �Recommended PAN Loading
�l (lblacre) = (e)
ill f71 f91 fal Ml frit M IRl f41 fSn1 1111
Date
mr11lddtyr
Irrigation
Waste Analysis PAN'
pblt 000 gal)
PAN Applied
(lb/acre)
M x l5)
1000
Nitrogen Balance'
(iblaere)
. (B) - 00)
Start Time
End Time
Total
Minutes
(3) - (2)
s of Sprinklers
Operating
Flow Rate
(gallmin)
Total Volume
(gallons)
(6) x (5) % (4)
Volume
per Acre
(galtacre)
(7)
A
1,30
(0:oo
a-10
110
35.100
r7020
1?'2 q
- - QR
T45
00
110
39 a
-nou
o
)
-CIR
0:21b
a;
.7
i
351
09to
,oz
1
1- a-
7:
70
35 )oo
-�o�o
a,9
oz
1
t
'.oa
91-/0
l �
�, t. 1t�v
)�^ tt;�
c)
1. L
i cI 3, a
Crop cycle Totals
Owner's Signature
Certified Operator (Print)
Operator's Signature
Operator's Certification No.
I NCDA Waste Anaylysis or Equivalent or NRCS Estimate, Technical Guide Section 633.
2 Enter the value received by subtracting column (10) from (R). Continue subtracting column (10) from column (11) following each irrigation event.

FORM IRR-2 Lagoon Irrigation Fields Record
One Form for Each Field per Crop Cycle
Tract # l f Field # I 1-A Facility Number
Feld Size (acres) = (A) LF
Farm Owner irrigation Operator
Owner's Address Irrigation Operator's
Address
Owner's Phone # Operator's Phone #
From Waste Utilization Plan
Crop Type Recommended PAN Loading 7
Ft�-`•C— Oblacre) = (B) ) 5
fil Ml M [Al ra\ Un M M 1Q1 (101 fill
..
Waste Anatys� PAN'
0.0 gaQ
,l,'
�.
Crop Cycle Totals I I
Owner's Signature
'Certified Operator (Print)
Operator's Signature
Operator's Certification No.
1 NCDA Waste Anaylysis or Equivalent or NFiCS Estimate, Technical'Guide Section 633.
2 Enter the value received by subtracting column (10) from (B). Continue subtracting column (10) from column (11) following each irrigation event.

FORM IRR-2 Lagoon Irrigation Fields Record
One Form for Each Field per Crop Cycle
Tract # qq Field # Facility Number
Field Size (acres) = (A) Lf
Farm Owner Irrigation Operator
Owner's Address Irrigation Operator's
Address
Owner's Phone # Operators Phone #
From Waste Utilization Plan
Crop Type C Recommended PAN Loading
Taol-' (1b/aae) = (B) 1 1-15
(1% 121 f31 141 tRI Im M OR t41 lim fill
Date
mrrVddtg
irrigation
Waste Analysis PAN'
pb11000 gal)
`
P /acre)
$ % g
1000
Nitrogenb/acreBa) =
(B) • (10)
Start Time
End Time
Total
Minutes
(3) - (2)
!/ of Sprinklers
Operating
Fbw Rate
(gaVmin)
Totai Volume
(gallons)
(6) x (5) x (4)
Volume
per Acre
(gaVacre)
- M- -
A
-I9
U
Z- 10
440
t
2 DO
sro
Crop Cycle Totals
Owne>s Signature
Certified Operator (Print)
Operator's Signature
Operator's Certification No.
t NCDA Waste Anaylysis or Equivalent or MRCS Estimate, Technical'Guide Section 633.
z Enter the value received by subtracting column (10) from (B). Continue subtracting column (10) from column (11) following each irrigation event.

FORM IRR-2
Tract #
Field Size (acres) = (A)
Farm Owner
Owner's Address
Owner's Phone #
Lagoon Irrigation Fields Record
One Form for Each Field per Crop Cycle
Facility Number
trrigation Operator
Irrigation Operator's
Address
Operator's Phone #
From Waste Utilization Plan
Crop Type Recommended PAN Loading
tr.k., C_"A. (Ib/acre) = fe1
(1) (2) (3) (4) (5) (6) (7) (8)
(9)
f10) (11)
Date
mm/dd/yr
Irrigation
Waste AnalySiS PAN '
{Ib11000 gal)
PAN Applied
(lb/acre)
(8) x (9)
1000
Nitrogen Balance
(lb/acre)
(B) - 00)
Star Time
End Time
Total
Minutes
(3) - (2)
9 of Sprinklers
Operating
Flow Rate
(gaVmin)
Total Volume
(gallons)
(6) x (5) x (4)
Volume
per Acre
(gaVacre)
(7)
A
I `
� ;
�i', t5
`i �
t �,�,
t,,<' I c:r•
t �`°rr• •',
3
t"r.. 4,-
! � ,
Crop Cycle Totals
Owner's Signature
Certified Operator (Print)
Operator's Signature
Operator's Certification No.
1 NCDA Waste Anaylysis or Equivalent or NRCS Estimate, Technical Guide Section 633.
2 Enter the value received by subtracting column (10) from (B). Continue subtracting column (10) from column (11) following each irrigation event,

FORM IRR-2 Lagoon Irrigation Fields Record
One Form for Each Field per Crop Cycle
Tract # Field # I ID Facility Number
Field Size (acres) = (A)
Farm Owner Irrigation Operator
Owner's Address Irrigation Operator's
Address
Owner's Phone # Operator's Phone #
From Waste Utilization Plan
Crop Type L Recommended PAN Loading f
f (Iblacre) = (8)
(1) (2) (3) (4) (5) . (6) (7) (B) (9)
(10) it 1)
Date
mmlddlyr
Irrigation
Waste Analysis PAN'
(1blt 000 gal)
PAN Applied
(lb/acre)
(8) x (9)
1000
Nitrogen Balance'
(Iblacre)
(B) -(10)
Stag Time
End Time
Total
Minutes
(3) - (2)
a of Sprinklers
Operating
Flow Rate
(gal/min)
Total Volume
(gallons)
(6) x (5) x (4)
Volume
per Acre
(gallacre)
(7)
A
"10
1
1 30
11-100
1 ('-?L`)0
;0
11;
p
17+G
35�,8'
Crop Cycle Totals
Owner's Signature
Certified Operator (Print)
Operator's Signature
Operator's Certification No.
! NCDA Waste Anaylysis or Equivalent or NRCS Estimate, Technical Guide Section 633. _
z Enter the value received by subtracting column (10) from (13). Continue subtracting column (10) from column (11) following each irrigation event.

FORM IRR-2 Lagoon Irrigation Fields Record
One Form for Each Field per Crop Cycle
Tract # Field # Facility Number
Field Size (acres) = (A)
Farm Owner Irrigation Operator
Owner's Address Irrigation Operator's
Address
Owner's Phone # Operator's Phone #
From Waste Utilization Plant
Crop Type I ,--7 - — — -- Recommended PAN Loading —
�LL4 (lWacre) = (B)
l41 191 f11 t4l f51 (RI f71 fA1 f41 (101 lilt
Date
mm/ddlyr
Irrigation
waste Analysis PAN'
(Ibl1000 gal)
PAN Applied
(Iblacre)
(8) x (9)
7000
Nitrogen Balance r
(lblecre)
M - 00)
Start Time
End Time
Total
Minutes
p of Sprinklers
Operating
Flow Rate
(gal/min)
Total Volume
(gallons)
(s) x (5) x f41
Volume
per Acre
(gaUacre)
(7)
A
PSI,
i
136
11500
` S
1.5
Crop Cycle Totals I
Owner's Signature
Certified Operator (Print)
Operator's Signature
Operator's Certification No.
1 NCDA Waste Anaylysis or Equivalent or NFiCS Estimate, Technical Guide Section 633.
2 Enter the value received by subtracting column (10) from (B). Continue subtracting column (10) from column (11) following each irrigation event.

FORM IRR-2
Tract #
Field Size (acres) = (A)
Farm Owner
Owner's Address
Owner's Phone #
Lagoon Irrigation Fields Record
One Form for Each Field per Crop Cycle
Facility Number
Irrigation Operator
Irrigation Operator's
Address
Operator's Phone #
From Waste Utilization Plan
Crop Type Recommended PAN Loading
+rC,. (lb/acre)'-- (B)
fil 01 f'il 141 fS1 tAl 171 fAi (M 11M fl11
Date
mm/dd/yr
Irrigation
waste Analysis PAN'
(Ibl1000 gal)
PAN Applied
(tbjacre)
�- (9)
t000
Nitrogen Balance'
jib/acre)
(B) - 00)
Start Time
End Time
Total
Minutes
(3) - (2)
# of Sprinklers
Operating
Flow Rate
(9al/min)
Total Volume
(gallons)
(6) x 15) x (4)
Volume
per Acre
(galfacre)
(7)
A
•
�J `f5
li)5
I
�d
f
ir1 �� �l
C! 1 no
Crop Cycle Totals Iy_ I
Owner's Signature
Certified Operator (Print)
Operator's Signature
Operator's Certification No.
t NCDA Waste Anaylysis or Equivalent or NRCS Estimate, Technical Guide Section 633.
2 Enter the value received by subtracting column (10) from (8). Continue subtracting column (10) from column (11) following each irrigation event.

FORM IRR-2
Tract #
Field Size (acres) = (A)
Farm Owner
Owner's Address
Owner's Phone #
Lagoon Irrigation Fields Record
One Form for Each Field per Crop Cycle
Field # Facility Number
Irrigation Operator
Irrigation Operator's
Address
Operator's Phone #
From Waste Utilization Plan
Crop Type Recommended PAN Loading
(lb/acre)
1 2 3 4 5 6 (7) (13
(g
10 11
Oate
mmlddlyr
Irrigation
waste Analysis PAN'
(lb11000 gal)
PAN Applied
(lb/acre)
(8) x (9)
1000
Nitrogen Balance'
(lb/acre)
(B) -(10)
Start Time
End Time
Total
Minutes
(3) • (2)
a of Sprinklers
Operating
Flow Rate
(gallmin)
Total Volume
(gallons)
(6) x (5) x (4)
volume
per Acre
(gavacre)
(7)
A
'{• 12--9
','20
1 L.'rzy
�3U
3 t�c>
o�•r�
,
Crop Cycle Totals
Owner's Signature
Certified Operator (Print)
Operator's Signature
Operator's Certification No.
I NCDA Waste Anaylysis or Equivalent or NRCS Estimate, Technical Guide Section 633.
2 Enter the value received by subtracting column (10) from (B). Continue subtracting column (10) from column (11) following each irrigation event.

FORM IRR-2 Lagoon Irrigation Fields Record
One Form for Each Field per Crop Cycle
Tract # Field # A D Facility Number
Field Size (acres) = (A)
Farm Owner Irrigation Operator
Owner's Address Irrigation Operator's
Address
Owner's Phone # Operator's Phone #
From Waste Utilization Plan
Crop Type Recommended PAN Loading U
(iblacre)
(1) (2) (3) (4) (5) (6) (7) (8) (9) f10) f11)
Date
mmlddlyr
Irrigation
Waste Analysis PAN'
(lb11000 gal)
PAN Applied
(Iblacre)
(8) - (g)
i0o0
Nitrogen Balance 2
(lb/acre)
(B) - (10)
Start Time
End Time
Total
Minutes
(3) - (2)
+t of Sprinklers
Operaling
Flow Rate
(9aUmi")
Total Volume
(gallons)
(6) x (5) x (4)
Volume
per Acre
(gallacre)
�
A
4-1Z.-Ii
11.50
B1,20
11r5o
I
l
19506
00
3,0
A3. '
Crop Cycle Totals
Owner's Signature
Certified Operator (Print)
Operator's Signature
Operator's Certification No.
I NCDA Waste Anaylysis or Equivalent or NRCS Estimate, Technical Guide Section 633.
2 Enter the value received by subtracting column (10) from (B). Continue subtracting column (10) from column (11) following each irrigation event.

FORM IRR-2 Lagoon Irrigation Fields Record
One Form for Each Field per Crop Cycle
Tract # Field # E Facility Number
Field Size (acres) = (A)
Farm Owner Irrigation Operator
Owner's Address Irrigation Operator's
Address
Owner's Phone # Operator's Phone #
From Waste Utilization Plan
Crop Type Recommended PAN Loading
t, jib/acre) = (e) �
ill 121 f91 141 f51 - (M f7l ref (9) f101 fill
Date
mmlddlyr
Irrigation
waste Analysis PAN'
(IblfOpO gap
PAN Applied
(Iblacre)
9
4000
Nitrogen Balance'
(Iblacre)
(a) - (t0)
Start Time
End Time
Total
Minutes
(3) (2)
of Sprinklers
Operating
Flow Rate
(gaUmin)
Total Volume
(gallons)
(6) x (5) x (4)
Volume
per Acre
(gallacre}
(7)
A
Crop Cycle Totals I _
Owner's Signature
Certified Operator (Print)
Operator's Signature
Operator's Certification No.
t NCDA Waste Anaylysis or Equivalent or NRCS Estimate, Technical Guide Section 633.
z Enter the value received by subtracting column (10) from (13). Continue subtracting column (10) from column (11) following each irrigation event.

FORM IRR-2
Tract #
Field Size (acres) = (A)
Farm Owner
Owner's Address
Owner's Phone #
Lagoon Irrigation Fields Record
One Form for Each Field per Crop Cycle
443 q Field # 2- H
J77 K►e5&jo ire W. d V
w0,1[ate,kDC Hued,
910 11 5- Zoe
Facility Number -
Irrigation Operator
Irrigation Operator's
Address
Operator's Phone # (011-,)
From Waste Utilization Plan
Crop Type Recommended PAN Loading
00aiia . Qblacre) = tsl 1 1?10
111 MI IM /•1 fin in% rA M 10% flnl fill
1 _
Waste Anatysis PAN
(Ibli 111 gao
PAN Applied
1
1
'Total
�• i
1
V,
W
�%
•1
1
` p
=R'
Crop Cycle Totals
Owner's Signature
Certified Operator (Print)
Operator's Signature
Operator's Certification No.
NCDA Waste Anaylysis or Equivalent or NRCS Estimate, Technical Guide Section 633.
Enter the value received by subtracting column (10) from (B). Continue subtracting column (10) from column (11) following each irrigation event.

FORM IhR-2
Tract #
Field Size (acres) = (A)
Farm Owner
Owner's Address
Owner's Phone #
Lagoon Irrigation Fields Record
One Form for Each Field per Crop Cycle
Ll L• 3'1 Field # 1 �2
Facility Number
Irrigation Operator f
Irrigation Operator's
Address
Operator's Phone # ? ` ' f
From Waste Utilization Plan
Crop Type i f k Recommended PAN Loading
(Ib/acre) = (B)
!11 121 rat f41 IS% 161 M rA1 r91 (]01 (11)
Date
Irrigation
Waste Analysis PAN'
ppll0tx] gal)
PAN Applied
(lb/acre)
x
—
1000
Nitrogen Balance
(Iblacre)
(B) - (to) .
Start Time
End Time
Total
Minutes
(3) - (2)
A of Sprinklers
Operating
Dung
Flow bate
(gaftin)
To Volume
(6) x (5) x (4)
Volume
per Acre
{gallacre}
_ ZL
A
5-1IRS
It'llrn
Q'xr*r
1i�
1
i',?�
? 1 ',t.r�
Il'� .r
;'4 `l
IC"! f
-01
'.3n w-
i LItD13�'t"t2[,,
f1
-`
mo
i0
r�
i„
�``l�
i�l�
�),11`S(!
�"',L(1
.�� (•�
•111 `%
,r- C7 )
Owner's Signature
Certified Operator (Print)
Crop Cycle Totals 1 J
Q
I I
Operator's Signature
Operator's Certification No.
NCDA Waste Anaylysis or Equivalent or NRCS Estimate, Technical'Guide Section 633.
z Enter the value received by subtracting column (10) from (B). Continue subtracting column (10) from column (11) following each irrigation event.

FORM IRR-2
Tract #
Field Size (acres) = (A)
Farm Owner
Owner's Address
Owner's Phone #
Lagoon Irrigation Fields Record
One Form for Each Field per Crop Cycle
Li Feld #
07 r1-
Facility Number I I -
Irrigation Operator
Irrigation Operator's
Address
Operator's Phone # ` ' 't -'
From Waste Utilization Plan
Crop Type J 3 Recommended PAN Loading r i
�C ' 1'i pblacre) = (B) r .
H1 M5 M% IA1 IM let !7t IM rol rim rill
Date
mrnldd/yr
Irrigation
Waste Analysis PAN'
(ibl1000 9a4
PAN Applied
Wacre)
8 x
1000
Nitrogen Balance'
Qblacre}
Start Time
End Time
Total
Minutes
(3)- (2
0 of Sprinklers
operating
Flow Rate
(gaVmin)
Total Volume
(gaQons)
(6) x (5) x (4)
Volume
per Acre
(gaVacre)
_M
A
C O
AQ
Pit)
I
) ;,;,r,
9 1, 9)q
l,,l
n—
'7ir>Yrr
!11
t7i1
��)7•:,(�
}uCr'rl,
"�.L
��t{ c,�[.}
C,(r."1r�7r
r-91�
1'2.()
c1jlS.t.rl
L��i1
!) .C!
L
Crop Cycle Totals I 1
Owners Signature
Certified Operator (Print)
. r.
Operator's Signature
Operator's Certification No.
NCDA Waste Anaylysis or Equivalent or NRCS Estimate, Technical'Guide Section 633.
2 Enter the value received by subtracting column (10) from (B). Continue subtracting column (10) from column (11) following each irrigation event.

FORM IRR-2 -
Tract #
Field Size (acres) = (A)
Farm Owner
Owner's Address
Owner's Phone #
Lagoon Irrigation Fields Record
One Form for Each Field per Crop Cycle
3 5 Field #
5
C Nr'P tyt, Ni ! l7 .
� r�u�tt-fe5,�a.iCc1 Ca',, v
tAja )i fiS (P )JL 7 t%'id(,
."fib SS- Woo
Facility Number I I - I
Irrigation Operator LJoau e
Irrigation Operators
Address
Operator's Phone #
From Waste Utilization Plan
Crop Type !1 j Reoommended PAN t.oading
Q i (Ib/acre) . (B) 190
M r?t tat (lt fRI On nt M IM 11M Hll
Date
-TVdd/yr
Irrigation
waste Analysis PAN'
Qb/1000 9a9
PAN Applied
(Ib/acre)
8. () x (9)
1000
Nitrogen Balarice'
(IbJacre}
(B) - {i 0)
Start Time
End Time
Total
Minutes
(3) . (2)
N a(Sprinklers
Operating
Flow Rate
(gallmin)
Total Volume
(gallons)
(6) x (5) x (4)
Volume
per Acre
(garlacre)
-M-
(A) A
-P,,ira
r�
I
3 D
0
,;
3 41. g
3:3cw
%
A U nf1
(lA�'I f
113
Jam.
g
t•I1
.�t
1f Ijn`
�' I�(../
1 �1
I J iJ
y
�'I i-i r• ( Il
(-� �•J•,i 1
'1
9 "�
I l(' e L
Crop Cycle Totals 4 J
Owner's Signature
Certified Operator (Print)
Operator's Signature
Operator's Certification No.
NCDA Waste Anaylysis or Equivalent or NRCS Estimate. Technical Guide Section 633.
2 Enter the value received by subtracting column (10) from (B). Continue subtracting column (10) from column (11) following each irrigation event.

FORM IRR-2
Tract #
Feld Size (acres) (A)
Farm Owner
Owner's Address
Owner's Phone #
Lagoon Irrigation Fields Record
One Form for Each Field per Crop Cycle
4439 Field # �
I.
w uemal6-
a 7 J&4/e5ua e Ljj,
wCkilacell
l O ?8 S - 2COO
Facility Number -
Irrigation Operator 77Dn ue- 11Cr(jn , rri,,.
Irrigation Operator's -
Address
Operator's Phone #
From Waste Utilization Plan
Crop Type Recommended PAN Loading
(11 121 M) fet K% Im M rill ra% nrn rrt�
..N
rrr
r
of Sprinklers
O.
Total
-
♦•
��
�
i��lY�
�
r.
1
�11
i1Rfi!'�1i11
..
M4O4:0
Crop Cycle Totals I
Owner's Signature Operator's Signature
Certified Operator (Print) Operator's Certification No.
t NCDA Waste Anaylysis or Equivalent or NRCS Estimate, Technical Guide Section 633. -
z Enter the value received by subtracting column (10) from (B). Continue subtracting column (10) from column (11) following each irrigation event.

FORM IRR-2
Tract #
Feld Size (acres) = (A)
Farm Owner
Owner's Address
Owner's Phone #
Lagoon Irrigation Fields Record
One Form for Each Field per Crop Cycle
r� c} Field # I a1}
� NQ
I.Jali�{e � 1JC �$N�b
01 - 2CCO
Facility Number -
Irrigation Operator ,, j rr
Irrigation Operator's
Address
Operator's Phone # 010') ns - q lie
From Waste Utilization Plan
Crop Type Recommended PAN Loading
4blacre) - (s)
111 191 CA1 Idl rrl !A1 171 !A1 !Q5 nrn r111
..
..Nitrogen
• i ,..
Balance
..Flow
Rate
•
UU
e •
�
.'�� M0MO�
• ��
t/lltlliSNia��I�
Crop Cycle Totals 16r7 Z5 1
Owner's Signature Operators Signature
Certified Operator (Print) Operator's Certification No.
NCDA Waste Anaylysis or Equivalent or NRCS Estimate, Technical Guide Section 633.
2 Enter the value received by subtracting column (10) from (8). Continue subtracting column (10) from column (11) following each irrigation event.

FORM IRR-2
Tract #
Feld Size (acres) = (A)
Farm Owner
Owner's Address
Owner's Phone #
Irrigation Operator I w U C
Irrigation Operators
Address
Operator's Phone #
From Waste Utilization Plan
Crop Type Recommended PAN Loading
Gl Pb/acre) = (a) 1 50
111 121 (31 M 151 (91 rn !S5 Ml 1101 f111
Lagoon Irrigation Fields Record
One Form for Each Field per Crop Cycle
441Q I Field # I q C Facility Number -
a'7 RRf'rles�[l.><e lam• "
a.Cl.rrte � �J t- t?�idc
„�.
r�1
..
M
Fkrw Rate
..
Total Volume
�
Volume
per Arr.
..
(A)
aMEM.
OME
ro��oM,RM.
Owner's Signature
Certified Operator (Print)
Crop Cycle Totals
N
Operators Signature
Operator's Certification No.
NCDA Waste Anaylysis or Equivalent or NRCS Estimate, Technical Guide Section 633.
: Enter the value received by subtracting column (10) from (B). Continue subtracting column (10) from column (11) following each irrigation event.

FORM IRR-2
Tract #
Field Size (acres) = (A)
Farm Owner
Ownets Address
Owner's Phone #
Lagoon Irrigation Fields Record
One Form for Each Field per Crop Cycle
Facility Number -
Irrigation Operator I e l t tr ;
Irrigation Operator's
Address
Operator's Phone # Ella ' °-S- . S'1!r.
From Waste Utilization Plan
Crap Type Recommended PAN Loading
pb,acre) = (B)
rti rm IM ►el r5ti IM r71 !a1 IM tint rill
Feld #
a
C
lea!iir.L.�►w3C aagitpb
a
OEM'
r'
IY.
Minutes
.,
(gallons)
.: h :
0. -
Fig TOM
I
I
Crop Cycle Totals 165L+ on
Ownet's Signature
Certified Operator (Print)
Operator's Signature
Operator's Certification No.
. #�iiiim
NCDA Waste Anaylysis or Equivalent or NRCS Estimate, Technical Guide Section 633.
2 Enter the value received by subtracting column (10) from (B). Continue subtracting column (10) from column (11) following each irrigation event.

FORM IRR-2
Tract #
Feld Size (acres) = (A)
Farm Owner
Owner's Address
Owner's Phone #
Lagoon Irrigation Fields Record
One Form for Each Field per Crop Cycle
Field # cE
,5
knue
Wallace OC P5W(P('
q lt) — "
Facility Number
Irrigation Operator VC10 1). F' 01rO « I --
Irrigation Operator's
Address
Operator's Phone # (600)
From Waste Utilization Plan
Crop Type Recommended PAN Loading 50
' pbfa—) = (B)
ft] M 111 rat IM fri M fai 1Q1 11M fill
OEMTOW
Minutes
Flow Rate
Total voiume
(galions)
•
/ =���
Crop Cycle Totals
Owners Signature
Certified Operator (Print)
Operators Signature
Operators Certification No.
1 NCDA Waste Anaylysis or Equivalent or NRCS Estimate, Technical Guide Section 633.
z Enter the value received by subtracting column (10) from (B). Continue subtracting column (10) from column (11) following each irrigation event.

FORM 1RR-2
Tract #
Feld Size (acres) = (A)
Farm Owner
Owner's Address
Owner's Phone #
Lagoon Irrigation Fields Record
One Form for Each Field per Crop Cycle
9 Field #
I.
e � nitieEf tJc+.tici �-.
_ v
R! 0 7, 85 acoo
Facility Number -
Irrigation Operator Ct V efia t t c
Irrigation Operator's
Address
Operator's Phone # R d U S- y xl (v
From Waste Utilization Plan
Crop Type Recommended PAN Loading 175
pb/acre) a (B)
n l (m M ret rsi 191 r7f (A% rati n rn (1 r V
Date
ad d
Irrigation
Waste Analysis PAN'
(141T OW gaTj
PAN Appried
(11dacre)
(9) x (41
1000
Nitrogen Balance:
Ob/acre)
(B) - 0 0)
Start Time
End Time
Total
Minutes
(3) - (2)
N or Sprirtldora
Operating
Flow Rate
(gaUmin)
Total Volume
(gallons)
(6) x (5) x (4)
volume
per Acre
(gallacre}
JAJ
;OD►9m
q'30
13D
I M O
I
3
- !-
w
I N so
D
11,760
2, Z
S
J/6,
Y -219 +—%S
11.3D"Qw.
7oo
Crop Cycle Totals 1 „- i
Owner's Signature Operator's Signature
Certified Operator (Print) Operator's Certification No.
1 NCDA Waste Anaylysis or Equivalent or NRCS Estimate, Technical Guide Section 633.
2 Enter the value received by subtracting column (10) from (B). Continue subtracting column (10) from column (11) following each irrigation event.

FORM IRR-2
Tract #
Field Size (acres) = (A)
Farm Owner
Owner's Address
Owner's Phone #
Lagoon Irrigation Fields Record
One Form for Each Field per Crop Cycle
y y3� Field #
%Lojeo h-
I 8
Facility Number
Irrigation Operator M r r r! - 00 f ct. O ; ; . i �
Irrigation Operator's
. Address
Operator's Phone # Q 10 q S— 49 i
From Waste Utilization Plan
Crop Type Recommended PAN Loading
(M/acre) = (e)
f11 r21 fni W f51 Un M fAl 1Q1 MAI fill
MEM
1 1 1
..
111
'
TOW
. --
Sprink
0�Minutes ..
—M
C92'
' '
r.
_(Al
VEM
--
_'
Flo =--
rNmuffAMIMM01
PC II :r
! 1
Crop Cycle Totals I
Owner's Signature Operator's Signature
Certified Operator (Print) Operator's Certification No.
1 NCDA Waste Anaylysis or Equivalent or NRCS Estimate, Technical Guide Section 633.
Enter the value received by subtracting column (10) from (B). Continue subtracting column (10) from column (11) following each irrigation event.

FORM IRR-2 -
Tract #
Feld Size (acres) = (A)
Farm Owner
Owner's Address
Owner's Phone #
-Lagoon Irrigation Fields Record
One Form for Each Field per Crop Cycle
µ Field #
q- S l (hue Pon t.r 1
.Q -7 A+i i f s("Ict-re Ull
biaL [W c �36 q fo
1v) lgs- 7000
Facility Number -
Irrigation Operator tIopti,
Irrigation Operator's
Address
Operator's Phone #
From Waste Utilization Plan
Crop Type Recommended PAN Loading
(rWacre) = (B) tSL>
rit _ r21 r31, rot rst rati rn rati rat fin} fill
Date
mm/ddlyr
Irrigation
Waste Analysis PAN'
(IW1000 gal}
PAN Applied
(lb/acre)
g x 9
1000
Nitrogen Balance'
(!b/acre)
(B) - (10)
start Tune
End Time
Total
Minutes
M - M
p of Sprinklers
Operating
Flow Rate
(gaVmin)
Total Volume
(gallons}
(6) x (5) x (4)
Volume
per Acre
(gaVacre)
SL
A
I n
�.��O�r.
)
r/
-9
5
/�
:fir
i
!
•
1 3io o
Q l0
.
Crop Cycle Totals I e(R 75D J
Owner's Signature
Certified Operator (Print)
Operator's Signature
Operator's Certification No.
1 NCDA Waste Anaylysis or Equivalent or MRCS Estimate. Technical Guide Section 633.
'Enter the value received by subtracting column (10) from (B). Continue subtracting column (10) from column (11) following each irrigation event.

_ FORM 1RR-2
Tract#
Field Size (acres) = (A)
Farm Owner
Owner's Address
Owner's Phone #
Lagoon Irrigation Fields Record
One Form for Each Field per Crop Cycle
Field #
LA
SS
Facility Number
Irrigation Operator
Irrigation Operator's
Address
Operator's Phone #
From Waste Utilization Plan
Crop Type Rec:;mmended PAN loading ,-15
Cow (lWacre) = (B) FI lag
f1f f2! M rat l5t (M (7) rat M ftni it11
Date
mm/ddJyr
' Irrigation
Waste Analysis PAN '
{IbJt OOU gal}
PAN Applied
(lbJacre)
x
t �0
=
Nitrogen Balance
(lb/acre)
{B} • (t01
Start Time
End Time
Total
Minutes
(3) (2)
N of Sprinklers
Operating
Flow Rate
(ga Umin)
Total Volume
(gallons)
(6) x (5) x (4)
Volume
per Acre
(gal/acre)e
�7
A
121,15
IZ.yo
aos
I
ass
5227
I-dy 7
al&
-a-1.3
14.14S
-9 -00
-1",130
:oia
915
I
Rss
53s5tb
{ u 53
3 ty
t
Crop Cycle Totals L_
Owner's Signature
Certified Operator (Print)
Operator's Signature
Operator's Certification No.
r NCDA Waste Anaylysis or Equivalent or NRCS Estimate, Technical Guide Section 633.
2 Enter the value received by subtracting column (10) from (B). Continue subtracting column (10) from column (11) following each irrigation event.

FoRtA IRR-2
Tract 0
Field Size (acres) ; (A)
Farm Owner
Owners Address
Owner's Phone #
Lagoon irrigation Fields Record
One Form for Each Field per Crop Cycle
Facility Plumber I I
-
Irrigation Operator
Irrigation Operators
Address
Operators Phone 0
From Waste Utilization Ptan
Gap Type Par:mmended PAN Loading ,, S
Ili 12f (M tat f51 fa3 f71 fin f91 fiat fill
MM
w
f/
\�i��
�+.�
� ►
�i�.Ziw.7L�
—
�
UMM� ►
1 ��
11R►�-1�
RM
MUMM
JAI'
.. CycleTotals
owners Soan
Certi w opetator (PMQ
Operawes Signature
OperaWs Certs€sCation No.
t NCDA Waste Anaylysis or Equivalent or NRCS Estimate. Technical Guide Section 633.
s Enter the value refxived by subtracting column (10) from (8). Come subtracbN column (10) tram column (11) fdk wing each irrigation event.

FORM VtR-2
Tract s
Fief Size (acres) = {A)
Fans Owner
Ownees Address
Owrers Phone e
Lagoon Irrigation Fields Record
One Form for Each Field per .Crop Cycle
Facility Number
irrigation Operator
irrigation Operators
. Address
Operators Phone #
From Waste Utitiraticn Plan
Gap TV$* Rsc:.:nT#entlee PM LoaftV ,S
- taracra? ° t81
nt ill e1i fln 141 Ira rn law 991 nl% loll
•-ice''
��
���
...
, _
-..
Rim
��MWIM
Crop Cycle Totats
Owners SOMIture,
Cerew Operator {Past)
Operator's Signature
Operator's Certification No.
t NCOA Waste Anaylysis or Equvatent or MCS Estimate. Technical Guide Secbon 633.
EtaMer V* vake woerwed by sut3eaang cokenn (10) trom (e)_ Continue subbac" c+altrntn (10) !sonic Coltman (11) following each irrigation event.

Foam IRR 2
Tract #
Field Size (acres) - (A)
Farms Owner
Owners Address
Owners Phone #
Lagoon Irrigation Fields Record
One Form for Each Field per Crop Cycle
!"acility Number
Irrigation Operator
Irrigation Operator's
Address
operators Phone #
From Waste Utilization Plant
Crop Type Rec--mmended PAN Loading "j 5
t�rat�l► = t�
tl) (2) (3) p41 (5) f61 Lit 0 t91 110) till
Oats
nr:UCa yr
Inigetion
wawa Analysis PAN '
tlp14000 gal)
PA eWd
t81 . M
low
Niuogen� ncr =
iBI - ttOF
Staff Time
Er10 ilrle
total
Alrt>fR>3S
0 • al
rt or SpOnkkVS
operanng
Flaw Rate
c '"t}
TOW Vchote
tiS
(sl • (5) % (~)
Vokeme
per Acre
f a0ej
.sue
-13
10c3a
)�,�p
1
7-5 5
35a
14 I
�2, U
3i,.
35?.z
;0
a.3
1-70
55
0
14 t6-7
.2
3rb.
t. `k
Crop Cycle Totals
Owners sonature
CerZ> W Operator {I'rirrt)
Operator's signature
Operators Certification No.
r NCDA Waite Amayly5a~s or Eqkiafent or MRCS Estimate. Technical Guide Section 633.
' Enter the value receitred by subtracting column (10) from (B). Continue Ong totunus (10) from coltunn (11) toPowing each irrigation event.

Foam MR-2
Tract #
Field Size (acres) - (A)
Farm Uvrner
Owner's Address
owners Phone #
Lagoon Irrigation Fields Record
One Form for. Each Field per Crop Cycle
Facifity Number
irrigation Operator
irrigation Operators
Address
Operators Phone #
From W&9W Utilization Plan
Crop TYDR Rec:-^ vended PAN Loading
MUM)Na
= te1 � 5
to M 131 (Al M) (tsl M M) r91
i
Jill
OWrers Signature
Cerd&W Operator (Print}
Operators Signature
Operators Cenftation No.
t NCDA Waste Rnay4sis or EquivateM or NRCS Esornste. Technical Guide Section 633.
°Enter the value recwvW by subtracting c oturm (10) from (8). C4n6um subt adkV colu,ttin (10) from Column (11) following each irri Wkm event.

FoRm IRR•2
Lagoon Irrigation Fields Record
One Form for Each Field per Crop Cycle
Tract # 1=ield # Lf Fatality Number -
FvWd Size (acres) = (A) Z 55
Farm Owner irrigation Operator
Owners Address Irrigation operator's
Address
Owner's Phone N Operator's Phone
From Waste Utlltzatlon Plan
OW Type C o Aec;-n.sWXWJ PAN f oa ft wnw_1135
�
(it 171 M1 ref fM fat rT M1 lot JtAl J�tl
toll
�+`3: tom#
�
• s
�
��
•
a r ►
s .
tr a
eMP Cycle Tetals [
Owner's Signature Operator's Signature
Certified Operator (Print) Operators Certification No.
r NCDA Waste Anaylysis or Equivalent or MRCS Estimate. Technical Guide Section 633.
x Pinter the wage received by subtracting column (10) from (8). Continue subtracting cohrmn (10) from column (1 t) following each irrigation event.

FORM IRR-2
Lagoon Irrigation Fields Record
One Form for Each Feld per Grop Cycle
Traci # Rield # Fadf4 Number
Field Size (acres) = (A) 3
Farm Owner Irrigation operator
Owner's Address lrrigatW Operator's
• Address
Owner's phone # Operator's Pharr #
From Waste Utilization Plan
CM0 Type Rec::n-mefxW PAM LoW09 13 S
l = (n)
(2) (M (4) (5) fm m tal t41 (TO) tit)
S4nawe
Cerfiried Operator (Pita}
Operator's Signature
Operator's Certification No.
i NCQA Waste An&a Ios or Equivalent or MRCS Estimate. Technical Guide Section 633.
' Enter a* value Mwhred by sulAravon coUnn (10) from (B). Continue wjbUsctkV colt m (10) from column (t t) following each irrigation event.

'cr
r T'C•�1..�4�.yhp a
Lagoon'. Irrigation Fields Record
One Form for Each Field per Crop Cycle
i -
i
f -v~ 4'" a�Tract # Field # Facility Number
"Reid Stze (acres)-"(A)OM
�-
=' 'Farm�Owner - Irrigation Operator
��'Owrter's Address f Irrigation Operator's
Address
Phone# I Operator's Phone #
t��s .rv.JfsA•.rJ '. rJ. 7 ' fix. .-{ it•'' ..
,. From Waste Utilization Plan
Crop Type Recommended PAN Loading
Caw. (Wacre) = (a)
' f 11 !71 !Z1 !dl rSl r�1 r71 rC1 rol n m
Date
mm/ddlyr
Irngalion
waste Analysis PAN '
{Iblt 000 gal}
PAN Applied
(Iblacre)
8 x(S
1000
Nitrogen Balance =
(Iblacre)
(B) - 00)
Stan Time
cnd Time
Total
ldinules
(3) - (2)
p of Sprinklers
Operating
Flow Rate
(gavmin)
Total Volume
(gallons)
(6) x (5) x (4)
Volume
per Acre
(gaSlaue)
L]_
A
S-
yS
6:0
1 �5
t
J- 55
'1'-3 675
l 0 7
3 5. Z
99 Is
5-I-a5
1:30
1415
5
t
257
`V14 S
�(o-7
Ca4,k,
IL
Crop Cycle Totals I I
Owner's Signature
Certified Operator (Print)
Operator's Signature
Operator's Certification No.
t NCDA Waste Anaylysis or Equivalent or NRCS Estimate, Technical Guide Section 633.
Enter the value received by. subtracting column (10) from (B). Continue subtracting column (10) from column (11) following each irrigation event.

..k;i'o-Y3� .• '.-.�'.. •`:. � � '.i' 1 �.." :. � �.. '� �,ry -t� i. � iM1. �: �.t� as a. �;.}'. r'. r V . I �:.
AX2XAt. nA K" CZRTZTIC.1►TZWt T= =K.61t =PAXMD TXZMU)T=
:- - ^.• i",�17` .-: ,,,.. i ,`,'y�' �,T. f . ;: �'ti pQ_ �,.y�hz .Y+v' ♦ -'tom_:"
Please setups the Oin" t�d`!o >Go the' Diviiioa.ot'�avi oamantal It aaQ riot at
the addras• an tho "vsi=ir a! , thia
Name of farm (Plaase prin)I :8!
Address: itt Z. I
Phone NQ.: a r ZDao
Farm location: Latitude and Longitude:W Mr 0"&II/ (required) . Also,
please attach a copy of a county road. map with locatf.Oaidentified.
Type of operation (swine, layer, dairy, etc.):
Design capacity (number of animals):- -3+ i ' r<� ,
Average size of operation'(12 Month population avg.):
Average acreage needed for land application of waste (acres):_
rrrw„awrrrrwwrrwwaw�rrrrrrrwwRrrrrrrrwawaarrrwwrwwwrwswwra,rwswwrRrrrrrrrrrr;rr
Tachaieal 5pacialist Cartifieatloa
As a technical specialist designated by the North Carolina Soil and Water
Conservation Commission pursuant to 15A NCAC 6F..0005, I certify that the new or
expanded animal waste management system as installed for the farm named above
has an animal waste management plan that meets the design, construction,
operation aiid maintenance standards and specifications of the Division of
Environmental Management and the USDA -Soil Conservation Service and/or the North
Carolina Soil and Water Conservation Commission pursuant to 15A NCAC 2H.0217 and
15A NCAC 6F .0001-.0005. The following e7 ements and their corresponding minimum
criteria-h.aua been verified by me or other. designated technical specialists and _
are included in the plan as applicable: minimum separations (buffers); liners or
equivalent for lagoons or waste storage ponds; waste storage capacity; adequate
quantity and amount of land for waste utilization (or use of third party) ; access
or ownership of 'proper waste. application equipment; schedule for timing of
applications; application rates; loading; rates;- and the control of the discharge
of pollutants from stormwater runoff events less severe than the 25-year, 24-hour
storm.
2zam4 of Tachaical_�&ciallt (Please Print)
Affiliation:4_ �4[L&N S _ �SZ
Address (Agency) ;, ,P_ a_ _?�—,Ll, / ARZ E Phone No. 2 f_
Sir -natures, �111 L2 — 9�-
rarwrrs�wRa Rs�wrrrr�rrrRrrrwrww�ras,aw�rsrrrsrrRrRrrsiwwRrrw�rwrrrr
owaar/2i qar Agsaamaat
I (we) understand the operation and, maintenance procedures established in the
approved animal waste management plan for the farm named above and will implement
these procedures. I (we) know that any additional expansion to the existing
design capacity of the waste treatment and storage sysce:a or construction of new
facilities will require a new certification to be submitted to the Division of
Environmental Management 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 either through a man-made conveyance or through
runoff from a storm event less severe than the 25-year, 24-hour storm. The
approved plan will be filed at the farm and at the office of the local Soil and
Water Conservation District.
Ha=e of Land omlaatr-{tease Print) :4d G4 06J
Signature:
Date: r,Z_Z, %
Nam& of X-n;gar, it/different from owner (Please print):
Signature: -Date:
X�: A change in land ownership requires notification or�a new certification
(if the approved plan .is changed) to be submitted to the Division of
Environmental Management within 60 days of a title'rransfer.
. DEM USE ONLY:ACNEWk
t

14
fr. ,ti'i.nr ryr4:� :v! Lir�,.'Y.tiI:�• [�' :iY- :� 'rZ.+ •.arw•t,*. }�..
USOd I'd Raid cQ omt1ol Sfcvic _�': �; - _._ - --
i-ci
-FINAL CONSTRUCTION CHECK AND CERTIFICATION
FOR ANIMAL WASTE TRBANENT LAGOON ( it"
• t • ♦ = � 1 - Irv'. •l :� •p-. .' `
- -�• - NAME �ti.l CVIA lk
.LOCATION
SIZE OF -OPERATION 7-590 FARROW TO FEEDER
FARROW TO FI•N-ISH f
FARROW TO WEAN
CONTRACTING COMPANY '� �C_ CMS x FEEDER TO FINISH
WEAN TO FEEDER
17 OTHER
DESIGN DATA AND CONSTRUCTION CHECK DATA
THM ELEVATION 56,0 FEET,
INSIDE TOP DIMENSION
DIKE TOP WIDTH
i
TOP OF DIKE
BOTTOM OF LAGOON
INSIDE SIDESLOPE
OUTSIDE SIDESLOPE
PIPE INVERT
CLAY LINER/CORE TRENCH
AS DESIGNED
1 "y:
. `GJ
a =1
5,0 • f ..
lf�,Z
C [Ay
AS BUILT
S kc44L_
1-•o
3 ,
cI t, a
HAS A LAGOON BEEN SEEDED .To .pmE K NENT YFGETATION YES �� NO
DOES LAGOON MEET NRCS'MINIMUM STANDARDS AND SPECIFICATIONS FOR
WASTE TREATMENT LAGOONS" AS, OUTLINED IN PRACTICE -CODE •359?
' XES 'NO
COMMENTS LAu•
SIGNATURE TITLE I� S 'L -XATE
I

Inc
W.
Posi Office Box' y r "`'ti
Farms, Inc. Harrells, North Carolina 28444 Farms; Inc.
Phone: [phone] • Fax: [phone]
OPERATOR:
STANLEY
-----------------------------
CAVENAUGH
DESIGN REQUIREMENT:
---------
518357
cu.ft =
19198
---__--_--
cu.yds
TOTAL DESIGN
VOL. AVAIL:
----------
553921
cu.ft =
20515
----------
cu.yds
ESTIMATE OF
EXCAVATION:
389429
cu.ft =
14424
cu.yds
ESTIMATE OF
PAD:'
82053
cu.ft -
3039
cu.yds
ESTIMATE OF
DIKE:
----------
60696
cu.ft =
2248
----------
cu.yds
ESTIMATE OF
MATERIAL FOR SANDY
--CLAY
LINER =
SEE CROSS-SECTION
-------------------
ESTIMATE OF
TOPSOIL REQUIRED:
-
300
cu.yds
RATIO 2.7 :
1
JOB
CLASS
IV
Designed By
--�-�_ --�ui
- ---
`tirrrh
CAR"'., Date
Dsign Approval Z
r' 929Date
' w 4 � � _=
w •
C'
NOTE: Final certification on' will depend upon all
specifications being met..-IMPOrtant specifications include length; width,
depth, slopes, topsoil pia�,-emefit,.correct elevations (top'',- bottom,
discharge pipes),. seeding a6d.mulching.

Operator:STANLEY CAVENAUGH County: DUPLIN Date: 09/25/95
Distance to nearest -residence (other than owner): 1400.0 feet
1. AVERAGE LIVE WEIGHT (ALW)
0
sows
(farrow to
finish)
x 1417
lbs.
0
lbs
0
`sows
( farrow to
feeder)
x 522
lbs. =
0
lbs
2580
head
(finishing
only)
x 135
lbs. =
348300
lbs.
0
sows
(farrow to
wean)
x 433
lbs. -
0
lbs'
0
head
(wean to feeder)
x 30
lbs. =
0
The
Describe other
O
Total,
Average Live Weight.=
348300
lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 348300 lbs. ALW x Treatment Volume(CF)/lb. ALW
Treatment Volume(CF)/lb . ALW = 1 CF/lb . ALW
Volume = 348300 cubic. feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet
4. TOTAL DESIGNED VOLUME
Inside top length (feet) --------------------- 340.0
Inside top width (feet)---------------------- 200.0
Top of dike elevation (feet) ------------- 51.0
Bottom of lagoon elevation (feet)------------ 38.5
Freeboard (feet)------------------------------- 1.0
Side slopes (inside lagoon)------------------ 3.0 : 1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH. DEPTH
3.0 3.0 3.0 3.0 334.0 194.0 11.5
AREA OF TOP
LENGTH * WIDTH =
334.0 194.0
AREA OF BOTTOM
LENGTH * WIDTH =
265.0 125.0
AREA OF MIDSECTION
LENGTH * WIDTH * 4
299.5 159.5
CU . FT. _ [AREA TOP ' + . (4*AREA MIDSECTION) + AREA BOTTOM]
64796.0 191081.0 33125.0'
Total'Designed Volume Available =
64796 (AREA OF TOP)
33125 ( AREA OF BOTTOM)
191081 (AREA OF MIDSECTION * 4)
* DEPTH/6
1.9
553921"FT.

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon ( top of dike)
Length * Width = .
340.0 200.0 68000.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 68000.0 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Feces & urine production in gal./day per 135 lb: ALW 1.37
Volume = 348300 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 636228 gals. or 85057.2 cubic feet
5B. Volume of wash water
'This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day * 180 days storage/7.48 gallons
per CF
Volume = 0.0 cubic feet
5C. -Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall 7.5 inches
Volume = 7.5 in *•DA / 12 inches per foot
Volume = 42500.0 cubic feet

5D. Volume of 25 year 24 hour storm
Volume = 7.5 inches / 12 inches per foot * DA
Volume = 42500.0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE'
5A.
85057
cubic
feet
5B.
0
cubic
feet
Sc.
42500
cubic
feet
5D.
42500
cubic
feet
TOTAL 170057 cubic feet
6. SUMMARY
Temporary storage period====================> 180 days
Rainfall in excess of evaporation===========> 7.5 inches
25 year - 24 hour rainfall==================> 7.5 inches
Freeboard===============================--==> 1.0 feet
Side 3.0 . 1
Inside top length=====-=-==---------=-----=-> 340.0 feet
Inside top width============================> 200.0 feet
Top of dike elevation====================--=> 51.0 feet
Bottom of lagoon elevation==================> 38.5 feet
Total required volume=======================> 518357 cu. ft.
Actual design volume========================> 553921 cu. ft.
Seasonal high watertable elevation (SHWT)===> 44.5 feet
Stop pumping 47.0 feet
Must be > or = to the SHWT elev.==========> 44.5 feet
Must be > or = to min. req. treatment el.=> 44.5 feet
Required minimum treatment.volume===========> 348300 cu.-ft.
Volume at stop pumping elevation============> 373465 cu. ft.
Start Pumping elev._________________________> 49.1 feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==> 511421 cu. ft.
Volume at start pumping elevation===========> 496878 cu. ft.
Required volume to be pumped=====____=_=====> 127557 cu. ft.
Actual volume planned to be pumped==========> 123414 cu. ft.
Min. thickness of soil liner when required==> 1� 601 A t,,"�,,
7. DESIGNED BY: ��� APPROVED B : '•��
•, ice.
DATE: 7- Ls_ gs DATE. 3o a SEAL �S
ss
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:
: F Q.
.py •.;LG JN E�..•
%,,9.. LEKf�;,.�''

U
.1
OPERATION -AND MAINTENANCE PLAN
SHEET 1: OF ' 2.'
This lagoon is designed for waste treatment (permanent storage) and
180 days of temporary storage. The time required for the. planned
fluid level. (permanent and temporary storage) to be reached may vary
due to site conditions, weather, flushing operations, and the amount
of fresh water added to the system.
The designed temporary storage consists of . 180 days storage for:.
( 1 ) waste' from animals and ( 2 ) excess rainfall after evaporation.. Also
included is storage for the 25 year - 24 hour storm for the location.
The volume of waste generated from a given number. of animals will be
fairly constant throughout the year and from year to year, but excess
rainfall will vary from year'to year. The 25 year rainfall will not
be a factor to consider in an annual .pumping cycle, but this storage
volume must always be available.
A maximum elevation is determined in each design to begin
pumping and this is usually the outlet invert of pipe(s) from
building(s). If the outlet pipe is not installed at the elevation to
begin pumping, a permanent marker must be installed at this elevation
to indicate when pumping should begin. An elevation must be established
to stop pumping to maintain lagoon treatment depth.
Pumping can be started or stopped at any time between these two
elevations for operating convenience as site conditions permit, such as
weather, soils, crop, and equipment in order to apply waste without
runoff or leaching.
Land application of waste water is recognized as an acceptable
method of disposal. Methods of application include solid set,
center pivot, guns, and traveling gun irrigation. Care should be
taken when applying waste to prevent damage to crops.
The following items are to be carried out:
1. It is strongly recommended that the treatment lagoon be pre --
charged to 1/2 its capacity to prevent excessive odors during
start-up. Pre -charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. ,Solids should be
covered with effluent at all times. When precharging is complete,
flush. buildings with recycled lagoon liquid. Fresh water should not
be used for flushing after initial filling.
2. The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see attachment)
before land application.
3. Begin temporary storage pump -out of the lagoon when fluid level
reaches the elevation 49.1 as marked by permanent marker. Stop pump -
out when the fluid level reaches elevation.- 47.0 . This temporary
storage, less 25 yr-- 24 hr storm, contains 127557 cubic feet or
954128 gallons.

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

SHEET 1 OF 2
SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS'
----------------------------------------------------------
FOUNDATION PREPARATION:
-----------------------
The foundation area of the lagoon embankment and building pad shall- be
cleared of trees, logs, stumps, roots, brush, boulders,sod and -rubbish.
Satisfactory disposition will be made of all debris. -The topsoil from
the lagoon and pad area should.be stripped and stockpiled for use.on
the dike and pad areas. After stripping, the foundation area of the.' -
lagoon embankment and building pad shall be thoroughly loosened prior
to placing the first lift of fill material to get a good bond.
EXCAVATION AND EARTHFILL PLACEMENT:
The completed excavation and earthfill shall conform to the lines,
grades, and elevations shown on the plans. Earthfill material shall
be free of material such as sod, roots, frozen soil, stones over
6 inches in diameter, and other objectionable material. To the extent
they are suitable, excavated materials can be used as fill. The fill
shall be brought up in approximately horizontal layers not to exceed 9
inches in thickness when loose and prior to compaction. Each layer
will be compacted by complete coverage with' the hauling and spreading
equipment or standard tamping roller or other equivalent method.
Compaction will be considered adequate when fill material is observed
to consolidate to the point that settlement is not readily detectible.
NOTE THE SPECIAL REQUIREMENTS FOR PLACEMENT OF LINERS IN THE LINER
SECTION OF THIS SPECIFICATION. The embankment of the lagoon shall be
installed using the more impervious materials from the required
excavations. Construction of fill heights shall include 5 percent for
settlement. Dikes over 15 feet in height and with an impoundment
capacity of 10 acre-feet or more fall under the.jurisdiction of the NC
Dam Safety Law. The height is defined as the difference in elevation
from the constructed height to the downstream toe of the dike.
Precautions shall be taken during construction to prevent excessive
erosion and sedimentation.
LINER: THE MINIMUM REQUIRED THICKNESS SHALL BE 1.8 ft.
NOTE: LINERS (PARTIAL OR FULL) ARE REQUIRED WHEN THE ATTACHED SOILS
INVESTIGATION REPORT SO INDICATES OR WHEN UNSUITABLE MATERIAL IS
ENCOUNTERED DURING CONSTRUCTION. A TYPICAL CROSS SECTION OF THE LINER
IS INCLUDED IN THE DESIGN WHEN LINERS ARE REQUIRED BY THE SOILS REPORT
When areas of unsuitable material are encountered, they will be over -
excavated below finish grade to the specified depth as measured
perpendicular to the finish•grade. The foundation shall be backfilled
as specified. to grade with a SCS approved material (ie -- CL,SC,CH).
REFER.TO THE SOILS INVESTIGATION INFORMATION IN THE PLANS FOR SPECIAL
CONSIDERATIONS.

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

SHEET '1 OF 2
SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
FOUNDATION PREPARATION:
----------- ----------
7
The foundation area of the lagoon embankment -and building pad shall be
cleared of trees, logs, stumps, roots, brush, boulders,sod and rubbish.
Satisfactory disposition will be made of all debris. The topsoil from
the lagoon and pad area should be stripped and stockpiled.for use.on
the dike and pad areas. After stripping, the foundation area of the
lagoon embankment and building pad shall be thoroughly loosened prior
to placing the first lift of fill material to get a good bond.
EXCAVATION AND EARTHFILL PLACEMENT:
------------------------------------
The completed excavation and earthfill shall conform to the lines,
grades, and elevations shown on the plans. Earthfill material shall
be free of material such as sod, roots, frozen soil, stones over
6 inches in diameter, and other objectionable material. To the extent
they are suitable, excavated materials can be used as fill. The fill
shall be brought up in approximately horizontal layers -not to exceed 9
inches in thickness when loose and prior to compaction. 'Each layer
will be compacted by complete coverage with the hauling and spreading
equipment or standard tamping roller or other equivalent method.
Compaction will be considered adequate when fill material is observed
to consolidate to the point that settlement is not readily detectible.
NOTE THE SPECIAL REQUIREMENTS FOR PLACEMENT OF LINERS'IN THE LINER
SECTION OF THIS SPECIFICATION. The embankment of the lagoon shall be
installed using the more impervious materials from the required
excavations. Construction of fill heights shall include 5 percent for
settlement. Dikes over 15 feet in height and with an impoundment
capacity of 10 acre-feet or more fall under the jurisdiction of the NC
Dam Safety Law. The height is defined as the difference in elevation
from the constructed height to the downstream toe of the dike.
Precautions shall be taken during construction to prevent excessive
erosion and sedimentation.
LINER: THE MINIMUM REQUIRED THICKNESS SHALL BE 1.6 ft.
------ -------------------------------------------------
NOTE: LINERS (PARTIAL OR FULL) ARE REQUIRED WHEN THE ATTACHED SOILS
INVESTIGATION REPORT SO INDICATES OR WHEN -UNSUITABLE MATERIAL IS
ENCOUNTERED DURING CONSTRUCTION. A TYPICAL CROSS SECTION OF THE LINER
IS INCLUDED IN THE DESIGN WHEN'LINERS ARE REQUIRED BY THE SOILS REPORT
When areas of unsuitable material are encountered, they will be over -
excavated below finish grade to the specified depth as measured
perpendicular to the finish grade. The foundation shall be backfilled
as specified to grade with a SCS approved material (ie - CL,SC,CH)..
REFER TO THE SOILS INVESTIGATION INFORMATION IN THE PLANS FOR SPECIAL_
CONSIDERATIONS.

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

SEEDING -SPECIFICATIONS
AREA TO BE SEEDED: 2.0 ACRES
USE THE SEED MIXTURE INDICATED AS FOLLOWS:
120.0 LBS. FESCUE GRASS AT 60 LBS./ACRE-
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 1 TO NOVEMBER 30
FEBRUARY 1.TO MARCH 30
0.0 LBS. RYE GRAIN AT 30 LBS./ACRE (NURSERY FOR FESCUE)
0.0 LBS. 'PENSACOLA' BAHIA GRASS AT 60 LBS./ACRE
( SEE FOOTNOTE NO. 1 )
SEEDING DATES: MARCH 15 TO JUNE 15
0.0 LBS. HULLED COMMON BERMUDA GRASS AT 8 LBS./ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
0.0 LBS. UNHULLED COMMON BERMUDA GRASS AT 10 LBS./ACRE
SEEDING DATES: JANUARY 1 TO MARCH 30
80.0 LBS. RYE GRASS AT 40 LBS./ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
LBS.
APPLY THE FOLLOWING:
2000.0 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE)
4.0 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
200.0 BALES OF SMALL GRAIN STRAW (100 BALES/ACRE)
ALL SURFACE DRAINS,SHOULD BE INSTALLED PRIOR TO SEEDING._ SHAPE
ALL DISTURBED AREA IMMEDIATELY AFTER EARTH MOVING IS COMPLETED.
APPLY LIME AND FERTILIZER THEN DISK TO PREPARE A 3 TO 4 INCH
SMOOTH SEEDBED. APPLY SEED AND FIRM SEEDBED WITH A CULTIPACKER
OR SIMILAR EQUIPMENT. APPLY MULCH AND SECURE WITH A MULCH
ANCHORING TOOL OR NETTING.
1. PENSACOLA BAHIAGRASS IS SLOWER TO ESTABLISH THAN COMMON
BERMUDA GRASS. WHEN USING BAHIA, IT IS RECOMMENDED'THAT 8
LBS./ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER
UNTIL BAHIAGRASS IS ESTABLISHED.

....
. . U�_T ....PLAN - � - {
.... .
ducer. Sal+e� C,+, v F;,I 4�
f ocazon. Day
Telephone:, 1! 0 - z a5- ioao
Type Operation Fitica 4.s Poi;:4
Number of animals
(Design capacity).
The waste from your anl=al facility must be land applied at a
Specified rate to prevent pollution of surface and/or ground -water.
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 nitrogen as the limiting • nut --lent. Waste -should be
analyzed before each application cycle. Annual soil tests are
strongly encouraged so that all plant nutrients can be balanced fo•r
realistic yields of the crop to be grown.
Several factors are important in imnlementinq.your-waste
utilization plan in order to maximize the fertilizer value of the
waste and to ensure that it is applied in an,envi_-onmentally safe
manner: - 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. Sail types are important as
they have different •infiltration rates, leaching potentials, cation
exchznge; capacities, and available water holding. capacities. .
Normally waste shall not be applied to land eroding at greater than.
5 tons per acre per year. - ,With special precaut-ons, waste- may be.
applied"to land eroding at up to ZO tons per acre per year. Do not
apply waste on saturated soils, when it -is raining, or whea the
surface is frozen. Either of these conditions may result in runoff
to surface waters which is not allowed under DF_X regulations. Wind
eonaLtions should also be considered to ' avoid daft and downwind
odor problems. 'To maximize the value of nutrients for crap
production and to reduce the potential for pollution, the waste
should be applied to a growing crop or applied, to bare ground not
more than 30 days prior to planting. Injecting the waste or
d sking will conserve nutrients and reduce odor problems.
The est_iaated acres needed to apply the animal waste is based on
typical nutrient content.for this type of facility. Acreage
requirements should be based on the waste anal ys_s report from You=
waste• management facility. Attached you will find infor:ia.tion an
proper. sampling techniques, preparation, and, transfer of waste
samples- to •the lab for analysis
This waste- ut=1_ lzat=�on plan, i+ carried out, meets the recut" meats
for compliance with 15A NCAC 23.0217 adopted by•.the Environmental .
IKaaagement_:Commission ....
G

IMF
Z ..
WA�/.� ON.:•�a
Amount of Waste Produced Per roaregallons, tons, etc.)
Mo ani:.als X I, °r (amt ') waste/anima? /year • (amt. )
waste/year.
Amount of Plant Availahle Nitracen IPMT) Produced Per Year
2-490 -animals X I— S lbs . PAN/an .zal/year = 5 93 lbs . PAN/year. .
(PAN from !T. C.'Tech. Guide Std. 633)
Applying the above amount of waste is a big job. You should plan
time and have appropriate equipment to apply the waste in a timely
manner.
The. following acreage will be needed for waste appl-cation based on
the crop to be grown and surface application:
Table 1: ACRES OWNED BY PRODUCER
Tract Field Sail Cron Lbs, N Acres Lbs. N Month of
No. Type Per Ac.Utilized Anplication
01-Z-
' r rA
r
2 z , EZTZ
(v,
I I
I
I
ISt. a
1 6a, a
1 C, 1 7-5 0 1 S-
If I q
I Cp
2-75.9
r .0 1 3 S-75. b I A%t- o�
o�z
# A-
46610
r3.0 I .0 I 4pul
I 1
#
I
I I
I
#
I I
Total 1-r, s, ! fp o r z, 5. l
* This jr is from animal waste only... If nutrients' from other
sources such as eommer�:ial fertilizer are applied, they must be
accounted for. N must be based an rea-kistic field exfleetation.
.. T1=e applicator . is cautioned. that -P ..and S may be over applied
while meeting the it requirements: BeginvIng is 1996 the Coastal
Zone,Management Act will require fanners in some 6astar= counties;
'oil.H'rth�Caroll,an to have a nutrlent management plan that addresses
a11: aotsfetts: This plan, only addresses Nitrogen
-- .. - .. _ ' :T.iw,y is � :�-•.
Z ,�

sm.
TZAT
5i I.,
eea. UT L mow
Table 2 : ASS W= AGL.�'MES-Z OR LONG m.wv-M LASE
(.agr�e�t wi:'.e adjacent Sxada�raer sAcst be. zt:sr..s+ ed) -
(Sequlrad anIT S--I oper*tar does not `own
adequate land ties "quired Speer: �eat:aa .2 j )
T+aet rleld Sail Cron Lbs. N Ac_es Lbs . 'N month of
# Type Pe= Ac . * II - I, zed, AppL- cation
•
Sad-ibataQta far Table 1.
Totals +=om above Tables
Aces Lbs. N
Table 1
Table 2. I
Total I 4 0+ Z• 5
Amount of N Produced !'� 3
Su.ralus ar Deflcit - -79• S
NOT=i; The waste utlli: atson Plan must contain provisions for
periodic Sand apa3icat=on of - sludge at aq—. c=a is rates. The
sludge will be act.. -'peat rich - amd wi31 require. precautionarg
=ensures to prevent. over applicat�:on c r nut= Tents or of -her
el e�eats . .

0
See attached map showing the fields' to he used for the utilisat;ca
ai waste water.
Application of Waste by Txr i gation
Field Soil Type Crop Appl-cat=oa Annl:cat_on
No. Rate(3:n/Er) ount(Is.)�
1 1 I 1 ! I:
== =ALM = X= R= I! UMS = = X= » ^„*= Ex ZZLZ==M, >I;ai xvm .% � ''b ESL? HL".r. a
3CCCM= ram OUT L.-""r...>R 4A sL=A=.
Your fac= - : ty is designed for days of storage and
the ternorary storage must be removed an the average of once eve-y
C. MoS,"ES. In no instance should the volume of waste be�Lnq
srorea in your st-zicture ' exceed Elevation fie. o
Call the local Natural Resources Conse_-rvation Se_*-Qice (fo=erly
Soil Coaserrariea SesvSCS) "'or Soil and Water Conse_-vation Diswict
of= ice after you receive the waste analysis' repo=- for assistance
in dete=-ning the amount per -acre to apply and the proper
appl..cation rate prior to applying the waste. •
4

S TE 'T!.ON*,'."M_.
L IZ 4 PLA5
REQUIRED SPECIFICAT ON!�
1. Ani=a1 waste shall not reach surface waters of the sta=,
by d=,' t, mar^y ade conveyances, thz reeacal cation,
ar d.lrec : discharge dur_zg ope=at on or la: d ap;l z cat'_on .
Any d- scharge of waste which reaches . surface water -
prohi i ted. Illegal discharges are -sub jec:, to the .
assessment of civil pena? ties of $10, 000 per da_y'by t-,ze
Divls'_on of _=nv_ronme_%tat management 'for every day t-he
discharge continues.
2. The Field Office must have doc=enzatien in the des-gr.
folder that the producer eichet owns or has long ter
access to adequate land an which to properly apply the
waste. If the producer does not own adequate land to
properly dispose of waste, he shall provide MACS with a
copy of a written agreeyent (sample enclosed) with -a
landowner who is within a reasonable proximity, allow-i-s
himlher the use of the land for waste application for the
life a=ectancy of the produc;.ion facility. It is the
responsibility of the owns= of the facility to secure an
update of the Waste Utilization Plan when there is a
change in the operation, increase in the =ber of
animals, method of ut!; zation, or available land.
3. Andma.l waste shall be applied to meet, but not exceed, the
Nitrogen needs for realistic crop yields based on soil
t7pe , ava:L11able moist -ire, historical data, cimate
conditions, and level or management, unless there are
regulations that rest==cz the rate of application for
other nutrients .
4. Animal waste may be apol:.ed to land :hat has a Resource
Management System (RYIS3 or an Alte=ative Conservation
System (ACS) . If an ACS is used the soil loss shall be no
greater than 10 tons per acre per year and appropriate
filter strips will be used where r off leaves the field.
These filter strips will be in addition to "Suffers"
requi=ed by DE.. CSee :OTG Standard 393 - Filter Strips
and Standard 390 (Inter^ :) - Riparian Forest BL fe_s -I
5. Odors can be reduced by injecting the *,paste or disking
after waste application. Waste should not be applied when
the wind is blowing .
6. When an44 4? was;.e is to be applied on acres sub jecz to
flooding, iz wJ_?? be so-1 r.nco^orated on conventional'-y
tilled cropland.. When applied to ccnser7ation gilled
crops or grassland, the •i a' ste .may be broadcast providedthe aptlicatiou does not .occur during a season Dr-ce :o
flood :ag. ( See °Weac er and C_'.�_-aze i : Lvcr= Clra3ins "
the Technical Reference - Envi_orment f,? a _or guidaacce . )

REQUIRED SPECIFICATIONS
Icanei»we� '
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 unifarmity of
application..
8. Animal waste shall not be applied to saturated soils,
during rainfall events, or when the surface is frozen.
9. Animal waste shall be applied on actively growing crops in
such a manner that no more than 20 to 25 percent. of the
.leaf area is covered.
10. Waste nutrients shall not be applied in fall or winter for
spring planted crops on soils with a high.potential for
leaching. Waste nutrient loading rates an these soils
should be held to a minimum and a suitable winter. cover
crop planted to take up -released nutrients. Waste shall
not be applied more than 30 days prior to planting of the
crop on'bare soil.
11. Animal waste shall not be applied closer than 25 feet to
surface water. This distance may be reduced for waters
that are not perennial provided adequate vegetative filter
strips are present.. (See Standard 393 - Filter Strips)
12. Animal waste -shall not be applied closer than 100 feet to
wells .
13. Animal waste shall not be applied closer than 200 feet of
dwellings other than those maned by the landowner.
14. Waste shall be applied in a manner not to reach other
property and public right -af-ways.
15. Animal waste shall not be -discharged into surface waters,
diainageways or wetlands by a discharge or -by over -
.spraying. Animal waste may be applied to prior converted
wetlands provided they have been approved as"a land
application site by a "technical specialist". Animal
waste should not be applied on grassed waterways that
discharge directly into water courses, and only then at
agronomic rates' provided the application causes no runoff
or. drift ' from , the. site.. :
G

'. ASTE UTILIZP_T_ION_P_LAN _:.•.
REQUIRED SPECIFICATIONS
- reanrJauidy .
16. Domest?c and industr?al waste from, washdown facilities;
showers, toilets, sinks, etc., shall.not be discharged
into the animal waste management system.
17. Lagoons and other uncovered waste containment structures
must maintain a max'_n= operating level to provide
adequate storage for a 25-year' 24-hour storms event in
addition to the one (1) foot mandatory' freeboard.
38. - A protective cover of appropriate vegetation will be
established on all disturbed areas -(lagoon embankments;
berms, pipe runs, etc.). If needed-, special.vegetation
shall be provided for these areas and shall be fenced, as
necessary, to protect the vegetation. Vegetation such as
trees, shrubs, and other woody'spec;es, etc. are limited
to areas where considered appropriate. Lagoon areas
should be kept mowed and accessible. '.Lagoon :berms and
structures should be inspected regulatly for evidence of
erosion, leakage, or discharge.
19. If animal production at the facility is to ' be.'
suspended cr
terminated, the owner is responsible far obtaining and
implementing a "closure plan" which will ell inate the
possibility of an illegal discharge, pollution and
erosion.
20. Waste handling s z+ uctures , 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.

t
R1MIt*+iLtLrii r-_N A w
AS.-T-EmA.-
WASTE tJ' TLIZATION PLAN AGREEMENT
Name of Fes -.a:. • • •.
owner/Manager Agreement
I (we) understand. and will follow and implement the specif::cat_on
and the operation and maintenance procedures established in the
approved animal waste utilization plan for the fa_= named. above. I
(we) know that any expansion to the existing design capacity of the
waste treatment and storage system or const--action of new
facilities will require a new certif;cation to. be submitted to the
Division of Environment Management (DEM) before the new animals are
stocked. I (we) also understand that there must be no discharge of
animal waste from this system to surface wasters of the state from
a storm event less severe than the 25-year, 24-haur storm. The
approved plan will be filed on -site at the farm office and at the
Office' of.the,Ucal Soil and Water Conservation District and will
be available for review by DEM upon request. '
Name of Facilit owner: S4 A,-3- � � c, Cr-J��.r.5
,w
(Plaasa print)
r
Signature: Date: --2'ar--
Name of Maaager(If different 40m-owner):
Signature: Date:
Name of Technical Specialist: (please print) - 3 (f"v A- .
Affiliation: a # K fQ��
Address (Agency)': _ Fes. O, ? o k
Signature: Date:iz­

,q• .• f ...�Y;Cis,. ii►J► .,,v.�r!;; i.i• 2
A, RLA
ANIMAL WASTE UTILIZATION AGTtEEMENT
(so"" �4r At A"I"044 "" Us to he 1N80d,'�se.)
I, hereby give
perm.:�.ssion -to apply amd=al waste from his waste Ut : :zat=on . System
on acres of my .land for the duration of time shown below.
I understand that this waste contains nitrogen, phosphorous,.
potassium, and other trace elements and when properly applied,
should not harm my. land or crops. I also understand that the use
of waste will reduce my need for commerc?al fertilizer. ..
Adjacent Landowner: Date:
Waste Producer: Date:
Technical Representative: Date:
SWCO Representative: Date:
Term of Agreement: ,19— to 20
(J"aLsun or ran rsars an Cost Shared twos)
(Sew Required Spocillazaaa Ma. 2.)
9

08-Ver-1.44
US Department .of Agriculture
Soil Conservatioh Service
PLANNED.
QUANTITY CALCULATIONS
prepared for
caves nakA!0 V1
in
Area3 County, North Carolina
Designer : h gay Checker
Date : 09/21/95 Date
Hot Left Right Off -CL
Width SS SS (ft)
128 3.3:1 3.3:1 133.0
128 3.3:1 3.3:1 167.0
128 3.3:1 3.3:1 195.0
CL Dist
Sta (ft)
0+50
150
2+00
150
3+50
** EXCAVATION **
Area
Volume
( SgFt )
( Cu .Yds )
1323.0
7039.9
1211.3
14423.6
1446.8
** FILL **
Area
Volume
( $gFt )
( Cu .Yds )
0.0
0.0
0.0
0.0
0.0

1w
OH-Year-1.44
US Department of.Agriculture
Soil Conservation Service
CROSS-SECTION.DATA
QUANTITY CALCULATIONS
prepared for
s cavarnae.A -,--jI'i
in
Area3 County, North Carolina.
Designer : h gay Checker
Date : 09/21/95 Date
TEMPLATE DATA:
Beginning Elevation = 39
Beginning Station +50
+50 to 2+00
c\3.3cll28/3.3
0.00000
ft/ft
2+00 to 3+50
c\3.3c1128/3.3
0.00000
ft/f t
3+50 to 3+51.
c\3.3cll28/3.3
0.00000
ft/ft
SECTION NUMBER 1
Centerline Station +50
ORIGINAL DATA:
0.0 / 48.2 100.0 / 48.2
200.0 / 47.1
300.0 / 47.6
400.0 / 48.0
SECTION NUMBER 2
Centerline Station 2+00
ORIGINAL DATA:
0.0 / 46.8 100.0 / 46.8 200.0 / 47.3 300.0 / 46.3 400.0 / 47.0
SECTION NUMBER 3
Centerline Station 3+50
ORIGINAL DATA:
0.0 / 48.5 100.0 / 48'.5 200.0 / 48.3 300.0 / 48.1 400.0 / 47.4

OH-Ver-1.44
US Department'of Agriculture
Soil Conservatiom Service
PLANNED
QUANTITY CALCULATIONS
prepared for
s cave nau:G; h
in
Ar-ea3 County, North Carolina
Designer : h gay.
Date : 09/21/95
Checker
Date
;'**
EXCAVATION'**
Top
Left
Right
Off-CL
; CL
Dist ;
Area
Volume
Width
SS
SS
( ft )
; Sta
( ft ) ;
( SgFt )
( Cu . Yds ),
r
,
260
4:1
4:1
160.0
; 3+65
;
0.0
135. ;
0.0
260
4:1
4:1
160.0
; 5+00
;
0.0
105 ;
0.0
260
4:1
4:1
160.0
; 6+05
;
0.0
** FILL **
Area
Volume
(SgFt)
(Cu.Yds)
529.5
2092.5
307.5
3039.4
179.5

OH-Ver-1.44
US Department'of Agriculture
Soil Conservation .Si'rvic,6
CROSS-SECTION DATA
QUANTITY CALCULATIONS
prepared for
s :cave naLAG; '
in
Area3 County, North Carolina
Designer : h gay
Date : 09/21/95
Checker
Date
TEMPLATE DATA:
Beginning Elevation = 50.3
.Beginning Station = 3+65
3+65 to 3+66 d/4c1260\4 0.00000 ft/ft
3+66 to 5+00 d/4c1260\4 0.00000 ft/ft
5+00 to 6+05 d/4c1260\4 0.00000 ft/ft
SECTION NUMBER 1
Centerline Station 3+65
ORIGINAL DATA:
100.0 / 49.0 200.0 / 48.7 300.0 / 48.5 400.0 / 47.6 500.0 / '47.6
SECTION NUMBER 2
Centerline Station 5+00
ORIGINAL DATA:
100.0 / 50.0 200.0 / 49.6 300.0 / 49.0 400.0 / 48.7
500.0 / 48.7
SECTION NUMBER 3
Centerline Station 6+05
ORIGINAL DATA:
100.0 / 50.4 200.0 / 50.3 300.0 / 49.6 400.0 / 48.8 500.0 / 48.8

1 •
ON-Ver-1.44
US Department of. ,Agriculture.
Soil Conservation Service
'PLANNED
QUANTITY CALCULATIONS
prepared for
s ' caves "aug hr
in
Area3 County, North Carolina
Designer : h gay Checker
Date : 09/21/95 Date
Top Left Right Off-CL
Width
SS
SS
(ft)
12
4:1
3.3:1
30.0
12
4:1
3.3:1
30.0
12
4:1
3.3:1
30.0
12
4:1
3.3:1
30.0
12
4:1
3.3:1
30.0
** EXCAVATION **
CL Dist ; Area Volume
Sta (ft) ; (SgFt) (Cu.Yds)
0+00 ; 0.0
170 ; 0.0
1+70 ; 0.0
302 ; 0.0
4+72 ; 0.0
272 ; 0.0
7+44 ; 0.0
178 ; 0.0 1
9+22 ; 0.0
**-
FILL **
Area
Volume
( SgFt )
( Cu . Yds )
39.5
344.0
69.7
1089.4
63.5
1799.3
77.4
2247.9
58.7

f
OH-VBr-1.44 US Department of Agriculture
Soil Co'nserVation Service
CROSS --SECTION DATA
QUANTITY CALCULATIONS
..Prepared for
s c-ex vget n. ut_1%;IH
in
Area3 County, North Carolina
Designer : h gay Checker
Date : 09/21/95 Date
TEMPLATE DATA:
Beginning Elevation = SO
Beginning Station = 0+00
0+00 to O+ 1
O+ 1 to 1+70
1+70 to 4+72
4+72 to 7+44
7+44 to 9+22
SECTION NUMBER 1
Centerline Station 0+00'
ORIGINAL DATA:
0.0 / 48.0 100.0 / 47.9
SECTION NUMBER 2
Centerline Station 1+70
ORIGINAL DATA:
0.0 / 46.8 100.0 / 47.3
SECTION NUMBER 3
Centerline Station 4+72
ORIGINAL DATA:
0.0 / 47.3 100.0 / 46:9
SECTION NUMBER 4
Centerline'Station '7+44
ORIGINAL DATA.
0.0 / 47.0, 100.0 / 46.3
d/4ci12\3.3
d/4cll2\3.3
d/4cll2\3.3
d/4c112\3.3
d/40112\3.3
0.00000 ft/ft
0.00000 ft/ft
0.00000 ft/ft
0.00000 f t/f t
0.00000 ft/ft

(cc*nti nued) 09/,21/95 ' .
Page 2
SECTION NUMBER 'S
Centerline Station 9+22
ORIGINAL DATA:
0.0 / 47.1 100.0 /47.7

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SCS-ENG-SM U. S- DEPARTMENT OF AGRICULTURE
• 5`70 SOIL CONSERVATION SERVICE
SOIL -INVESTIGATION TO DETERMINE SUITABILITY OF PROPOSED POND SITE
ZI it
WATERSHED AREA MEASUREMENTS
CROPLA ND_ ACRES PASTURE—' ACRES
••D• ACRES TOTAL—•• . • • •
SKETCH OF PROPOSED POND SliOWING WHERt BORINGS WERE RADE (Appror. "o vu_fee
Locate sorfirnmee Poirot m center fin* of dam and Iderolffy an skef4k
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TYPES OF MATERIAL ENCOUNTERED IN WRINGS
(Use one'af systems below)
UNIFIED CL CATION
USDA CLASSIFICATION'
W - G Well, graded 1 1, sand:mgx
GP -Poorly graded .grave}
-'Silty
GM -Silty gravels gra* 4andlsllt
vfs -very fine sand
r.0 -, Clayey gravels; gravel -sand -clay udx
sl-sandy loam ---
SW -Well graded sands; sand-gr4vel mix
ist - fine'san'd-iloain
Sp -Poorly graded sands
1-loam..
SM. s4ty sand'.•
gl - gravelly loam
SC. mixtures
UL - Slits, silty, V: find iand , i; i�'�'dy­o­r'c'laydy"sillt,
ijl_sjIt,(6Qm
CL -clays of low.to medium plasticiij
cl-clay*16am
CH -Inorganic clays of high plasticity
sicl -silty clay loam
MH- Elastic silts
scl -sandy clay loam
OL -Organic silts and silty clays, low plasticity.
sic -silty clay
OH. Organic clays,'medlum to high plRistl�lty­
c -clay
L -Suitable material f6r embank=ant is available My
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2. Explain hazards requiring special attention in design (Sapa^
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_T�..,.

TYPICAL CROSS-.SHCTION OF
LAGOON CONSTRUCTION WITH
PARTIAL-4CiAY LINER
FOOT THICK CLAY LINER
FILL 1
(MINIMUM)
i FILL
AVERAGE GROUND'
-
AVERAGE GROUND'
VARIABLE
EXCAVATE THIS AREA AND
VARIABLE
SANDY MATERIAL
SANDY MATERIAL
BACKFILL WITH'CLAY
NO CLAY
NO CLAY
'FOOT
THICK
XFODT THICK
CLAY
LINER:
CLAY LINER
•
EXCAVATE
••
SANDY CLAY -CLAY
SANDY CLAY-CL'AY
ADDITIONAL' EXCAVATION
DUE TO LINER:
ZZr,a
AVERAGE
DEPTH .TO CLAY
Z . a X
I LOOT THICK X DISTANCE
CUBIC FEET W
S Z— CUBIC YARDS
27 CUBIC FEET/CUBIC
YARDS

TYPICAL VIEW OF A ONE -STAGE} LAGOON SYSTEM
Confinment Building Top Width Settled Top Elevation 51.0
Pipe Invert Elevation
ZL .
+ � f SS.3..0 iL
Pit 1: SS 3.a: 1 ss 3•6:-
TREATMENT
i LAGOON
Depth
" Pipe (Needs to be adequately
supported)
Bottom Slevation 3V5
!VOTE: RIP -RAP, FLEXIBLE PIPE OR OTHER SUITABLE MATERIAL WILL BE
PLACER AT PIPE OUTLETS TO PREVENT EROSION OF CLAY LINER

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ROUNIN

.L jA'�..I4Jn._.}ir?ry 12�Er ig '.'6.i S.F' r.�...._4=Fv:'.r?. 1.�•Y.M'✓�. _Si {H[+�511.. �!
'i EMERGE�CY'AC�TION4PLAN
.wars Ks et py..4^'IF`k-lA S.t''�lN... "r"`4fy�" lWj, i tj�' •`� °f-t,.�,Y} ,+`
� ^Rigs ",. n pia p Wri:; � °��"�i r� t�Y•� �> E '� . r • �„� ..w •
s ��.:rPHONE :NUMBERS
DIVISION OF WATER EIUALI JDWQ
EMERGENCY MANAGEMNET:SERVICES (EMS)
SOIL AND WATER .CONSERVATION DISTRICT (SWCD) 1i- .-0L_ W 7-=,
NATURAL RESOURCES CONSERVATION SERVICE (NRCS) i t
COOPERATIVE EXTERSION SERVICE (CES) _ . - &tc& _Zi GIs_
This plan will be implemented In the event that wastes from your operation are leaking,
overflowing or running off site. You should not wait until Wastes reach surface waters
or leave you property to consider that you have a problem. You should make every
effort to ensure that this does not happen. This plan should be posted -in an accessible
location for all employees at the facility. The following are some action Items you should
take. .
1, Stop the release of wastes. Depending on the situation, this may ore may not be
possible. Suggested responses to some possible problems are listed belwo.
A. Lagoon overflow -possible solutions are:
a. Add soil to berm to increase elevation of dam.
b. Pump wastes to fields. at an acceptable rate,
c. Stop all flows to the lagoon Immediately.
d. Call a pumping contractor.
e. Make sure no surface water is entering lagoon.
B. Runoff from waste application field -actions include:
a. Immediately stop waste application.
b. Create a temporary diversion to contain waste.
c. Incorporate waste to reduce runoff.
d. Evaluate and eliminate the reasons?.that cause the runoff.
e. Evaluate the application rates for the fields where runoff occurred.
C. - Leakage from the waste pipes and sprinklers -action include:
a. Stop recycle pump.
b. Stop irrigation pump. _
c. Close valves to eliminate further discharge.
d. Repair all leaks prior to restarting pumps.
D. Leakage from flush systems, houses, solid separators -action include:
a. Stop recyp;e pump:..
b. Stop irrigation pump.:
c. Make sure siphon occurs.
d. Stop all flows in the house, flush systems, or solid separators.
E. Leakage from bade or sidewall of lagoon.. Often this is seepage as opposed
to flowing Igaks-possibla,action , , _ •.....
a. Dig a small sump or ditch from the embankment to catch all .
seepage, put in a submersible pump, and pump back to lagoon.
b. If holes are caused by burrowAng animals, trap or remove animals and fill
holes and compact with a clay type soil.
c. Have a professional evaluate the condition of the side walls and lagoon
bottom as soon as possible.

2. Assess the extent of the spill 'and note any obvious damages.
a.'
Did the waste ?each any surface waters?
b.
Approximately how much was released and for what duration?
c.
Any damage notes, such as employee Injury, fish kills, or property damage?
d.
Did the spill leave the property?
e.
Does the spill have the potential to reach surface waters?
f.
Could a future rain event cause the spill to reach surface waters?
g.
Are potable water wells In danger (either on or off the property)?
h.
How much reached surface waters?
3. Contact appropriate agencies.
a. During normal business hours call your DWQ regional office; Phone - -. After
.hours, emergency number: 919-733-3942. Your phone call should include: your
name, facility number, telephone number, the details of the incident from item 2
above, the exact location of the facility, the location or direction of movement of
the spill, weather and wind conditions. The corrective measures that have been
under taken, and the seriousness of the sitution.
b. If spill leaves property or enters surface waters, call local EMS phone number.
c. Instruct EMS to contact local Helath Department.
d. Contact CEs, phone number - , local SWCD office phone number - -, and local
NRCS office for advice/technical assistance phone number - -.
4. If none of the above works call 911 or the Sheriff's Department and explain you
problem to them and ask the person to contact the proper agencies for you.
5. Contact the contractor of your choice to begin repair or problem to minimize off -
site damage.
a. Contractors Name:
b. Contractors Address
c. Contractors Phone:
6. Contact the technical specialist who certified the lagoon (NRCS, Consulting
Engineer, etc.) -
a. Name: �Pk_
b. Phone: 71a -
7. Implement procedures as advised by DWQ and technical assistance agencies to
rectify the damage, repair the system, and reassess the waste managment plan to
keep problems with release of wastes from happening again.
2'

r
S
9 Lf •� ,. 5 11 rkl �gl �,i � rt7n1 �.1 f
! � �Vl}' �J
•
INSECT CONTROL' CHECKLIST FOR ANIMAL OPERATIONS
ULM Cause
SAWS to Minimize Odor She Specific Prec e'e's
(Llquki Systems)
Flush Gutters Accumulation of solids
t 1 Flush system In designed and operated
sufficiently to remove accumulated
soilds from outiors as designed.
( I Remove bridging of accumulated solids at
discharge
Lagoons and Pits Crusted Solids
qFUsintsln lagoon, settling basins and
pits where pest breeding Is apparent to
-
minimize the crusting of solids to a depth
of no more than 0-9 Inches over more than
-- — —
- - 3 % urface. --
.`
Excessive Vegetative Decaying vegetation
w
Maintain vegetative control along banks of
Growth
lagoons and other impoundments to prevent
accumulation of decaying vsgotstive matter
along water's edge on impoundment's perimeter.
(Dry Systems)
Feeders Feed Spillage
Design, operate and maintain feed systems (e.g.,
bunkers and troughs) to minimize the accumulation
of caving wastage.
Clean up spillage on a routine basis (e.g. 7.10 day
Interval during summer; t 5-30 day interval during winter).
Feed Storage Accumulations of feed residues
4,0adyco moisture accumulation within and around
Immediate perimeter of feed storage areas by
Insuring drainage away from site end/or providing
adequate containment (e.g., covered bin for
brow"
rew 's grain and similar high moisture grain
ducta).
Inspect for and remove or break up accumulated
aol)ds in filter strips around food storage as needed,
Animal Holding Areas Accumulations of animal wastes
lirrxnota low area that trap moisture along fences
and food wastage
and other locations where waste accumulates and
and disturbance by animals is minimal.
14-Wa'intain fence rows and filter stripe around animal
holding areas to minimize accumulations of wastes
(i.e. inspect for and remove or break up accumulated
solids as needed).
AMIC-November 11, 1996

\
'
•
r �` �...4 t r irk - .. r �'
J t +4. +'�ej9A
Dry Manure Hartong Aoauntuisdons, of a III wastes 41 Itermve spillage on a roudno basis (e.g. 7.10 day
Systems Interval during swwmr'. 15.30 days'Interval during
winter) where manure Is loaded for land application
or disposal.
Pro s for adequate drainage around manure stockpiles,
Inspect for and remove or brook up accumulated wastes
In filter striper around stockpiles and manure handling
arose as needed.
The issues checked ( ) pertain to this operation. The landownerrntegrator agrees to use sound judgment in applying
insect control measures as practical.
I certify the aforementioned insect control Best Management Practices have been reviewed with me.
/7e
r• Signature)
For more information contact the Cooperative Extension Service, Department of Entomology. Box 7613, North Caroline State University, Raleigh, NC
27695.7613.
AMIC•-November 11, 1995

Source
Farmstead
Animal body surfaces
Fir-
' .
•
,!•
t r
''
- F
YY_5}f i
': 7.
r .w _
-,L' •
� � 1 �r �-4J •fS� •2
L 1� V •!3
•
1
i�I.� ;
ha. 5�3�1'i 4r vet•+ R P7ai•Y�.'} A _hi.t ,
l` I .•
Cause
manure -covered animals
emrs to Mir*w a Odor`
e dve or wooded buffers;
aconxnended best rr[arugement
pr et;
ood judgment and common sense
l I Dry floors
rtiA
Al-
F
a
i 4f
CKLIST
Site Specific Prractj
i,
Floor surfaces
Wet manure -covered floors
lotted floors;
'"Otere►s located over slotted floors;
I Feeders at high end of solid floors;
{ 1 Scrape manure buildup from floors, '
-
�erffoor ventilation for drying,
Manureeoflection pits
Urine
requent manure removal by flush pit
recharge,or scrape
Parital micarbial decomposition
41Underfloor ventilation
Ventilation exhaust fans
Volatile gases;
an maintenance;
Dust
R clont air movement
indoor surfaces
Dust
Wethdown between groups of animals
I I Food additives;
I )!oqAor covers;
Feed delivery downspout extenders to
feeder covers
Flush tanks
Agitation of recycled lagoon
{) Flush tank covers
liquid whiles tanks are filling
1 I Extend rill lines to near bottom of
tanks with anti -siphon vents
Flush alleys
Agitation during wastewater
Underfloor flush with underfloor
conveyanance
ventilation
Pit recharge points
Agitation of recycled lagoon
xtend rechard lines to near bottom of
liquid while pits are filling
pits with anti -siphon vents
Lift stations
Agitation during sump tank filling
( I Sump tank covers _
and drawdown
Outside drain collection
Agitation during wastewater
( I Box covers
or junction boxes
conveyance
End of drainpipes at lagoon
Agitation during wastewater
-tend discharge point of pipes
underneath lagoon liquid level
Lagoon surfaces
Volatile gas emissions
I Proper lagoon liquid capacity
Biological mixing
r c[ lagoon startup procedures
-
Agitation
j�rUrdmum surface area -to -volume ratio
A-)'1�inimum agitation when pumping
'aeration
_Ischanlcal
roves biological additives
Irrigation sprinkler nozzles
High pressure agitation
rr ate on dry days with little or no wind
Wind draft
e-T) Minimum recommended operation pressure
u intake near lagoon liquid surface
Pump from second -stage lagoon
AMOC--November 11, 1995

• nY
Storepe tank or basin
Portisi microbial do". oltion
1 I Bottom or midlavel loading
surface
M�dnp while filNpg
(I Tank coven
Agitation when emptying
I I Basin surface mats of solids
11 Proven biological additives or oxidants
Settling basin surface
Pardaf mieobial decomposition
11 !attend drainpipe outlets undemseth liquid
Mixing while filling
level
Agitation when emptying
11 Remove settled solids regularly
Manure, slurry or sludge
Agitation when spreading
I I Soil injection of slurrylsludges
spreader outlets
Volatile gas emissions
( I Wash residual manure from spreader after use
t I Proven biological additives or oxidants
Uncovered manure, slurry
Volatile gas smissione while drying
I) Soil. Infection of slurry/sludges
or sludge on field surfaces
. I I Soil incorporation within 48 hours
1 I Spread In thin uniform layers for rapid drying
1 I Proven biological odditivee or oxidants
Dead animals
Carcass decomposition
1 Proper disposition of carcasses
Dead animal disposal
Carcass decomposition
111 Complete covering of carcasses In burial pits
pits
( I Proper l000tion/construction of disposal pits
Incinerators
Incomplete combustion
I I Secondary stack burners
Standing water around
Improper drainage
KfGrods and landscape such that water drains
facilities
Microbial decomposition of
away from facilities
organic matter
Manure tracked onto public
Poorly maintained access roads
Farm access road maintenance
roods from farm access
kdditional Information: Available From:
swine Manure Management; 0200 RuleBMP Packet
NCSU-County Extension Center
!wine Production Farm Potential Odor Sources and Ramed'ies, EBAE Fact Sheet
NCSU-BAE
Twine Production Facility Manure Management: Pit Recharge --Lagoon Treatment; EBAE 128-88
NCSU-BAE
Swine Production Facility Manure Management: Underfloor Fluse--lagoon Treatment; EBAE 129-88
NCSU-BAE
-agoon Desig and Management for Livestock Manure Treatment and Storage; EBAE 103-83
NCSU-BAE
:alibration of Manure end Wastewater Application Equipment; EBAE Fact Sheet
NCSU-BAE
:ontrolling Odors from Swine Buildings; PIN-33
NCSU-Swine Extension
.nvirormental Assuranc Program: NPPC Manual
NC Pork Produces Assoc
)ptions for Managing Odor; a report from the Swine Odor Task Force
NCSU Agri Communications
iuisance Concerns in Animal Manure Management: Odors and Flies; PR0107, 1995 Conference Proceedings Florida Cooperative Extension
-he issues checked ( } pertain to this operation. 'The landownerlintegrator agrees to use sound judgment in applying
,dot control measures as practical. .
certify the aforementioned odor control Best Managment Practices have been reviewed with me.
(Landowner Si nature)
=MOC•-November 11. 1996

MORTALITY: MANAGEMENT METHODS
(check which method(s) are being implemented)
( ) Burial three feet beneath the surface of the ground within 24 hours
after knowledge of the' death. The burial be at least 300 feet from
any flowing steam or public body of water.
Rendering at a rendering, plant licensed under G. S. 106-168.7
( ) Complete Incineration
( 1 In the case of dead poultry only, placing in a disposal pit of a size and
design approved by the Department of Agriculture.
{ 1 Any method which in the professional opinion of the State
Veterinarian would make possible the salvage of part of a dead .
animal's value without endangering human or animal health. (Written
approval of the State Veterinarian must be attached)

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

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

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

C �
74 sC
r y . s. F :., 7�'ir' $ i 4= r'LG4� r�t'}� �,y����rr 4y•
Idemtiiied rob�e131s� d be MrtOeted promptl
• -, M% •r »wvw w .. a .7
during or immedRately'follow =, a i�ravy rani: ;�f technical assisti nce is n "' to
determine propel aoiutioits;oonssult with
•• ys it !'Y 7' , n ,•• ' if ,. ' wary ;i
Zj
You should record d16I&Cdl of the =6on just prior to whestrain is predicted, and then
record the level again 4 to 6 hoursthe rasa (assumes there is no pumping). ' This will
the you an Idea of how much your lagoon level will rise with a certain rainfall amount
(you must also be recording your rainfall for this to work). Knowing this should help in
planning irrigation applications and storage. If your lagoon rises excessively, you may
have an inflow problem from a surface water diversion or there may be seepage into the
lagoon from the surrounding land.
Lagoon Operatlon
Startup:
1. ImmediateIy after construction establish a complete sod cover on bare soil
surfaces to avoid erosion.
2. Fill new lagoon design treatment volume at least half full of water before
waste loading begins, taking care not to erode lining or bank slopes.
3. 'Drainpipes into the lagoon should have a flexible pipe extender on the
end of the pipe to discharge near the bottom of the lagoon. during initial
filling or another means of slowing the incoming water to avoid erosion of
the lining.
4. When possible, begin loading new lagoons in the spring to maximize
bacterial establishment (due to warmer weather).
5. It is recommended that a new lagoon be seeded with sludge from a healthy
working swine lagoon in the amount of 0.25 percent of the full Iagoon
liquid volume. This seeding should occour at least two weeks prior to the
addition of wastewater.
6. Maintain a periodic check on the lagoon liquid pH. If the pH falls below
7.0, add agricultural lime at the rate of 1 pound per 1000 cubic feet of
lagoon liquid volume until the pH rises above 7.0, Optimum lagoon liquid
pH is between 7.5 and 8.0.
7. A dark color, lack of bubbling, and excessive odor signals inadequate
biological activity, Consultation with a technical specialist is recommended
if
these conditions occur for prolonged periods,.especially during the warm
_.. .season• _. .... •. ..
Loading ...... _ .. _ ... _ _... :.:.
The more frequently and regularly that• wastewater is_ added to a•lagoon, the better the
lagoon will function. Flush systems that wash waste into the Iagoon several times daily are
optimum for treatment. Pit recharge systems, in which one or more buildings are drained
and recharged each day, also work well.- `
�.... ......�;:. ,.:.t.; .,.ram:y, ........

e•-
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�' t r : $ r.1 �;}w•s5 x - - .i Vol
� . �4 �r �, .. ..t�•y. k'R�.iib,m.iA l+i •a f'� f+.F ,r. ,irr rt44 .d-4 �4+,t ,,ry f�}{,i �' ,j' 4 „�. :1
'�. i -.t I .r r` .,* I�' t i. -y� �f - � d y TG1 ' '; +1 - y� • .':.I;
pmper lagoon suing,
mecha nid&-solids separation of flushed waste,
gravity settling of flushed waste solids in an appropriately designed basin, or
minimtung feed wastage and spillage,
Lagoon sludge that is removed annually rather than stordd.long term will:
have more nutrients,
have more odor, and
require more land to properly use the nutrients.
Removal techniques:
Hire a custom applicator.
Mix the sludge and lagoon Iiquid with a chopper -agitator impeller
pump through Iarge-bore sprinkler irrigation system onto nearby cropland;
and soil incorporate.
Dewater the upper part of lagoon by irrigation onto nearby cropland or
forageland; mix remaining sludge; pump into liquid sludge applicator; haul
and spread onto cropland or forageland; and soil incorporate.
Dewater the upper part of lagoon by irrigation onto nearby cropland or
forageland;dredge sludge from lagoon with dragline or sludge barge; berm
an area beside lagoon to receive the sludge so that liquids can drain back
into lagoon; allow sludge to dewater; haul and spread with manure spreader
onto cropland or forageland; and soil incorporate.
Regardless of the method, you, must have the sludge material analyzed for waste
constituents just as you would your Iagoon water. The sludge will contain different
nutrient and metal values from the liquid. The application of the sludge to fields will be
limited by these nutrients as well as any previous waste applications to that field and crop
requirement. Waste application rates will be discussed in detail in Chapter 3.
When removing sludge, you must also pay attention to the Iiner to prevent damage. Close
attention by the pumper or drag-Iine operator will ensure that the lagoon liner remains
intact. If you see soil material or the synthetic liner material being disturbed, you should
stop the activity immediately and not resume until you are sure that the sludge can be
removed without liner injury. If the liner is damaged it must be repaired as soon as
possible.
Sludge removed from the lagoon has a much higher phosphorus and heavy metal content
than liquid. Because of this it should probably be applied to land with Iow phosphorus
and metal levels, as indicated by soil test, and incorporated to reduce the chance of
i
erosion. Note that if the sludge s applied to fields with very high soil -test phosphores, it
should be applied only at rates equal to the crop removal of phosphorus: As with other
wastes, always have your lagoon sludge analyzed for its nutrient value.
The application of sludge will increase the amount of odor at the waste application site.
Extra Precaution should be used to observe the wind direction and other conditions which
could increase the concern of neighbors.

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

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

• AD-1026 t08'0;:s~f' ~ UNITED STd0.TE5 DEPARTMENT OF AGRICULTURE y= F°rm "- -j ed 19V§ 7. i l
HIGHLY ERODIBLEWAND[CAN FRUA IO�V3{HELC) AND WETLAND
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r Z,,
��,f;�:;7.�,rAre�yyou�a,lartdlord
on; any, fargtttisted.on,AD-1026A that,;will not,�be;in,compliance with
HELC and WC provisions? tas��;ni
✓
5.- Has a HELC exemption been approved on any on because the
,.farms -.listed, .AD-1426A_
IrLtt:-;
{
landlord refuses to comply? _-_` -`—
-
; Inio�
9. List here or attach a list of affiliated persons with farming interests. See reverse-00n
i
explanation. Enter "None",,if applicable.-
11 If items 7 or 8 are answered "YES", circle the applicable farm number on AD-1026A.
During either the crop year entered in Item 3 above, or the term of a requested USDA loan:
i -
10. Will you plant or produce an agricultural commodity on -land for'which i highly erodible
YES
NO
.land determination has not been made?,--- -• -• - '- - - - w -, .--__".... _ _
._
_ V
11. Will you plant or produce an agricultural commodity on any land that is or was a wet area,_.,,
on which planting. was made possible by draining, dredging, filling, or leveling or any -other =
='
--
means after December 23, 1985? - -- --
-
-
12. WiII you, or have you since November 28, 1990, made possible the planting of any crop, "
pasture, agricultural commodity, or other such crop by: (a) converting any wet areas by
, t;
a draining, dredging, filIing,-leveling, or any other means, or, (b) improving, modifying, or
maintaining, an existing drainage system?
13. Will you convert any wet areas for fish production, trees, vine s rubs b ildin
-
I%
construction, or at�c��i a�icultu us ? � G
if answers to items "YES" for anyone of these items, sign and date in item 14 below."Circle the applicable tract
number on AD-1026A, or list tract number in item 12 on AD-1026A. ASCS will refer this AD-1026
. 10, 11, 12, -or. 13 are:, to SCS fora determination. DO NOT sign in item 16 until SCS determination is complete.
"NO" for all of these items or SCS determinations are complete, complete item 16.
7.
l he by certl he above In tlon, and the In rmatlon on attached AD71026A's, is true and correct to the best of my
Signature of ledge ' of /
f Producer Date
� y
Referral To SCS Enter a' V if YSCS determination is rf eded because Date Referred Signature of ASCS Representative
(Completed by ASCS) "• "Yes" is answered in item 10, 11, 12, or 13.
TE: - Before signing In Item' 16,�Read'AD=1026 Appendix.- - • r > ' �5 t::.:' L
1 hereby certify that the'above'Informatlon, and the, information on attached AD-1026A's, is true and correct to the best of my
knowledge and belief. It is my responsibility to file a new Al-10261n'the event there are any changes In my farming
operation(s). in signing this form, 1 also certify that 1 have received and will comply with the compliance requirements on
Signature of
AD-1026 Appendix.
i .
roducer "
arks:
SCS COPY

u
r DATE: 02--1 4--94
AD•-i 02 6A (Supp eirrigiital 1 to AD-1 026) F'AGE::--------i
i. STATE:NORTH CAROLINA 37 2. COUNTY:�IN 061 3. CROP YEAR:94 4. ID NO, 244-76-7264
5. PRODUCER NAME 6 ADDRESS TELEPHONE 6. COUNT! OFFICE NAME 6 ADDRESS TELEPHONE
STANLEY 0 CAVENAUGH DUPLiN COUNTY'ASCS OFFICE [phone]
RR 3 BOX 183D BOX 248
WALLACE, NC 284669r.9 KENANSVILLE NC 28349-0249
---------------_-------- -_ ____
------ -----_----• F A R MT i� (:, _:f N I' E:: R E:.� T' ( Cw c7 m1:Lt c:�-LLD ��G'� � _i' r�ca c:l LA_r.: �� r ? _
7. Circle each tract for which a 'YES' answer applies to -the tract for Items 10, ii, 12, OR 13
on AD-926. (OP = Operator, OW = Owner, 00 = Owner -Operator).
FARM OP/ TRACT CROPLAND OWNER
NO OW/ NO
00
PHOTO/GRID -SCS DETERMINATIONS-
8. 9. i0. ii.
HEL 027 A027 Wetland
5171
OP
4448
1.4
JUNE J CAVENAUGH
I14/2B
N
N N
5171
DO
4448
1.4
STANLEY 0 CAVENAUGH
I14/2B
N
N N
5171
CP
4449
15.7
JUNE: J CAVENAUGH
Ii4/2C
N
N N
5171
00
4449
15.7
STANLEY 0 CAVENAUGH
I14/2C
N
N N
5171
OP
4839
6.4
JUNE J CAVENAUGH
J12/3B
N
N N
5171
00
4839
6.4
STANLEY 0 CAVENAUGH
Ji2/3B
N
N N
----------------------------------------------------------------------------------------------------------------
Q. You are recorded as a tenant or sharecropper on the farm numbers listed below.
Please specif/ the tracts that apply to you by completing items (a) and (b).
(a) Circle 'YES' or 'NO' in the TARMINS INTEREST' column beside each tract number below to indicate whether you have a
farming interest in the tract. The HELC and WC provisions will apply to all land in which you have a farming interest.
(v) If any 'YES' answer to questions i0,1i,i?,or i3 on AD-1026 applies to your land listed below, circle
the applicable tract, in the 'Tract No' column.
FARM TRACT FARMING CROPLAND OWNER
NO NO INTEREST
PHOTO/GRID
642
4439
NO -YES
59.0
BESSIE LEE CAVENAUGH
Ii3/3A
642
4440
NO -YES
8.3,
BESSIE LEE CA'0hUGH
J12/3A
642
4441
NO -YES
10,3
BESSIE LEE CAVENAUGH
Jig/3A
642
4442
NO -YES
10.3
BESSIE LEE CAVENAUGH
J12/3B
1292
7488
NO -YES
51.1
ROLAND JAMES
Lis/2B
1232
7489
NO -YES
5.6
ROLAND JAMES
Li5/2B
1292
7490
NO -YES
20.1
LUCY E JAMES
Li5/2B
1292
7490
NO -YES
20.1
ROLAND JAMES
Li5/2B
1292
7491
NO YES
32.8
LUCY E JAMES
L15/2B
1292
7491
NO YES
32.8
ROLAND JAMES
Li5/2B
7015
1842
NO -YES
89.1
JOSEPH R JOHNSON
E07/iC
7015
1842
NO -YES
89.1'
SARAH BOWDEN HEIRS
E07/iC
7015
4031
NO -YES
8.0
DEBRA 9 JONES
IO2/3C
7015
4031
NO -YES
8.0
JIMMY R JONES
IO2/3C
7015
4031
NO -YES
6.0
MACX JONES
I021/3C
7015
4031
NO -YES
8.0
JOAN B JONES
IO2/3C
-SCE DETERiMINATIONS-
8.
9.
i0. i1.
HEL
027
A027 Wetland
N
N
N Y
N
N
N
N
N
I N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N

DATE: 02-1 4�94
AD--1026A (Supp3.r'rtpeiital to AD-1026) F'AGE: 2
1. STATE:NORTH CAROLINA 37 2. COUNTY:DUPLIN061 3. CROP YEAR:94 4. ID NO. 244-76-7264
-----------=
Q. You are recorded as a tenant or sharecropper on the farm numbers listed below.
Please specify the tracts that apply to you by completing items (a) and (b).
(a) Circle 'YES' or 'NO' in the 'FARMING INTEREST' column beside each tract number below to indicate whether you have a
farming interest in the tract. The HELL and WC provisions will apply to all land in which you have a farming interest.
(b) If any 'YES' answer to questions i0,ii,12,or 13 on AD-1026 applies to your la-od listed below, circle
the applicable tract in the 'Tract No' column.
FARM
TRACT
FARMING CROPLAND
OWNER
PHOTO/GRID
-SCS
DETERMINATIONS -
NO
NO
INTEREST
8.
9.
i0.
11.
HEL
027
A027
Wetland
7015
4032
NO -YES
61.0
DEBRA S JONES
J6i/2B
N
N
N
Y
7015
4032
NO -YES
61.0
JIMMY R JONES
J01/2B
N
N
N
Y
7015
4032
NO -YES
61.0
MACK JONES
JOi/2B
N
N
N
Y
7015
4032
NO -YES
61.0
JOAN B JONES
J01/3
N
N
N
Y
7015
4033
NO -YES
28.5
DEBRA S JONES
101/2A
N
N
N
7015
4033
NO -YES
28.5
JIMMY R JONES
J0i/2A
N
N
N
70i5
4033
NO -YES
28.5
MACK JONES
JOV2A
N
N
N
7015
4033
NO -YES
28.5
JOAN B JONES
J0i/2A
N
N
N
7015
4034
NO -YES
42.0
DEBRA S JONES
J01/2B
N
N
N
7015)
4034
NO -YES
42.0
JIMMY R JONES
J01/2B
N
N
N
7015
4034
NO -YES
42.0
MACK JONES
J01/2B
N
N
N
7015
4034
NO -YES
42.0
JOAN B JONES
JOi/2B
N
N
N
.7015
4048
NO -YES
6.1
JIMMY R JONES
IO2/3C
N
N
N
7015
4048
NO -YES
6.1
MACK JONES
IO2/3C
N
N
N
7015
5441
NO -YES
25.9
LANDEN FARMS INC
K13/2B
N
N
N
70i5
5442
NO -YES
14.9
LANDEN FARMS INC
K13/2B
N
N
N
7015
5443
NO -YES
42.4
LANDEN FARMS INC
K12/3B
N
N
N
7015
5444
NO -YES
7.9
LANDEN FARMS INC
L12/3A
N
N
N
7015
5445
NO -YES
.0
LANDEN FARMS INC
L12/2A
N
N
N
7015
5446
NO -YES
16.5
LANDEN FARMS INC
L12/2C
N
N
N
7015
5447
NO -YES
54.7
LANDEN FARMS INC
L12/3A
N
N
N
7015
5448
NO -YES
t8.i
LANDEN FARMS INC
Mil/2A
N
N
N
Y
7015
5449
NO -YES
4.7
LANDEN FARMS INC
Mii/2A
N
N
N
Y
, Q
5,450
NO -YES
9.8
LANDEN FARMS INC
K12/3B
N
N
i{
7015
8299
NO -YES
.0
LANDEN FARMS INC
I14/1B
N
N
N
7015
70758
NO -YES
5.9
MACK JONES
J01/3C
N
N
N
7015
70758
NO -YES
5.9
JOAN B JONES
'J01/3C
N
N
N
7015
70759
NO -YES
.0
DEBRA S JONES
Jri/3C
N
N
N
705
70759
NO -YES
.0
JIMMY R JONES
J01/3C
N
N
N
7015
70760
NO -YES
147.3
LINWOOD JONES
J01/3C
N
N
N
Y
7015
70760
NO -YES
147.3
LOUVENIA W JONES
J01/3C
N
N
N
Y
----------------------------------------_-------•-------------�---------------------------------------___-
13. MULTIPLE COUNTY INTEREST:
(CONTROL COUNTY: NONE
)
OTHER COUNTIES
& STATES
NONE
F*INA3... F'A(:,E

T"W 7 Mor
fik
W%-' I- Aw
e 21.
14
-711 r
t7
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1 ''Name acid Address of Person�k '` 'x� _�'� " 2 `Date of Requast��;�
try " i a dR I�t� v °Sri. H ro '41 °h;i ,t., z a � Y i f• .."�' r`-+:iY r•eS.. - + ;
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HIGHLY ERGDIBLE LAND AND WETLAND >' • s �z �'y M,d ', • ,� . r -
z: d} ^' •r W +-
CONSERVATION DETERMINATION
4. Name of USDA Agency or Person Requesting Determiriatlori ' 6. Farm No. and Tract No. 4 '� ,
`-SECTION 1- HIGHLY ERODIBLE LAND • •'
-'FIELD NO.($)'-"'
,TOTAL' ACRES
, . , ,_�, , ,, ,.
6. Is soil survey now available for making a highly erodible land eterrrrination4 Ye sm No ❑
7. Are there highly erodible soil map units on this farm? Yes'm No ❑
8. List highly erodible fields that, according to ASCS records, were used to produce an agricultural commodity in any
crop year during 1981-1985.
9. List highly erodible fields that have been or will be converted for the production of agricultural commodities and,
according to ASCS records, were not used for this purpose in any crop year during 1981=1985; and were not
enrolled in a USDA set -aside or diversion program.
10. This Highly Erodible Land determination was completed in the: Offlce'J6 Field ❑
r .
F--ixyllauIIW 1=V1IF_l:lI]
FIELD NO.(s)
TOTAL ACRES
11. Are there h dric soils on this farm? Yes No ❑
,'„
12. Wetlands (W), including abandoned wetlands, or Farmed Wetlands (FW) or Farmed Wetlands Pasture (FWP).
Wetlands may be farmed under natural conditions. Farmed Wetlands and Farmed Wetlands Pasture may be
farmed in they to December 23, 1985, long
' 1
Lt
and maintained the same manner as were prior as as they are not
nr
abandoned.
3.0
13. Prior Converted Cropland (PC). Wetlands that were converted prior to December 23, 1985. The use, management,
drainage, and alteration of prior converted cropland (PC) are not subject to the wetiand conservation provisions unless
the area reverts to wetland as a result of abandonment.
14. Artificial Wetlands (AW). Artificial wetlands includes irrigation -induced wetlands. These wetlands are not subject
to the wetland conservation provisions.
15. Minimal Effect Wetlands (MW). These wetlands are to be farmed according to the minimal -effect agreement signed
at the time the minimal -effect determination was made.
16. Mitigation Wetlands (MIW). Wetlands on which a person is actively mitigating a frequently cropped area or a wetland
converted between December 23, 1985 and November 28, 1990.
17. Restoration with Violation (RVW-year). A restored wetland that was in violation as a result of conversion after
November 28, 1990, or the planting of an agricultural commodity or forage crop.
18. Restoration without Violation (RSW). A restored wetland converted between December 23, 1986 and
November 28, 1990, on which an agricultural commodity has not been planted.
19. Replacement Wetlands (RPW). Wetlands which are converted for purposes other than to increase production,
where the wetland values are being replaced at a second site.
20. Good Faith Wetlands (GFW+year). Wetlands on which ASCS has determined a violation to be in good faith and the
wetland has been restored.
21. Converted Wetlands (CW). Wetlands converted after December 23,1985 and prior to November 28, 1990. In any
year that an agricultural commodity is planted on these Converted Wetlands, you will be ineligible for USDA benefits.
22. Converted Wetland (CW+year). Wetlands converted after November 28, 1990. You will be ineligible for USDA
program benefits until this wetland is restored.
23. Converted Wetland Non -Agricultural use (CWNA). Wetlands that are converted for trees, fish production, shrubs,
cranberries, vineyards or building and road construction.
24. Converted Wetland Technical Error (CWTE). Wetlands that were converted as a result of incorrect determination
by SCS,
25. The Dlanned alteration measures an wetlands in fields are considered
maintenance and are In comaliance
with FSA.
25. The planned alteration measures on wetlands in fields U.All are not considered to be maintenance and if
installed will cause the area to become a Converted Welland (CM. See item 22 for Information on CW+year.
27. The wetland determination was completed in the office fieldIg and was delivered[:] mail to the person on !�e - 7=f6 -9x/
AV. Rpll larlW,
29. 1 certify that the above determinatiofffs correct and adequate for use in determining 30. Signature of CS Di 'ct Conservationist 31. Date
eligibility for USDA program benefits, and that wetland hydrology, hydric soils, and (�
hydrophyfic vegetation under normal circumstances exist on all areas outlined as ,�]
FarmedWetlands. W r! nd P tur vv
Assistance and programs of Ilse Solt Conservation Servloe avallabfs wfrhmd mgard to rags, religion, color, sex, sge, or hands
SCS Copy

y United Slates' Son P. O. Box 277
Conservation Kenahs"ville, -NC 28349
s,t of �, a Telephone [phone] ..
ulteere
N1J. S Cc�u
L -LP 6C
Dear m,.
Enclosed is your copy of a'wetland determination for tract 4 rt on which you indicated
your intent to clear some land. The attached map has been delineated to show the area(s) in
question. Each area to be cleared has been identified with a symbol to denote its classification.
Below is an explanation of the various symbols that may pertain to your map.
7< W - Wetland - Area is a wetland and should not be cleared for any reason if you
wish to remain eligible for USDA programs, receive SCS technical assistance, or avoid
violating US Army Corp of Engineers' and Division of Environmental Management
(DEM) regulations. Any exceptions to this statement should be in writing from the Soil
Conservation Service prior to clearing land.
'X NW- Non wetland - Area is non wetland and can be cleared and utilized without.
violating Farm Bill. This determination of non wetland is only for Farm Bill purposes.
You may still need US Army Corp of Engineers and Division of Environmental
Management determinations before clearing. The Soil Conservation Service does not
have the authority to make wetland determinations for these other two agencies.
X NM Non wetland - Area has hydric soils but for Farm Bill purposes only; area is
non wetland due to hydrology modification prior to 12/23/85. You still need to check
with the US Army Corp of Engineers or the NC DEM to determine if additional permits
are necessary prior to clearing.
CN'V - Converted Wetland after 11/28/90 - Area was cleared after 11/28/90 and is
a converted wetland. Clearing constitutes a violation of the 1990 Farm Bill. In order to
regain eligibility for USDA programs, area must be restored. Consult with the SCS
about an approved restoration plan before beginning any restoration.
If you need to clear the delineated wetlands for roads, buildings, hog lagoons or similar
activities, you can request a converted wetland for non agricultural use (CWNA) exemption.
If granted, this exemption would be for Farm Bill purposes only; therefore, you would still
need to contact the Army Corp of Engineers and the Division of Environmental Management.
To request a CWNA exemption, you should complete a request form at the SCS office. It will
take approximately 40 days to get this exemption approved once you give this office the
request. Do not start any clearing of wetland prior to receiving written notification from
this office that your CWNA request has been approved. Also you should not start clearing
until you have received approval from the Army Corp and DEM. All three permits must be
received and approved prior to clearing any wetlands.
I have tried to make this determination as fairly as possible. However if you believe this
determination is incorrect, you have the right to appeal. To appeal send me a brief letter
explaining why you believe this determination is incorrect. Send the letter to the address on
the letterhead. This letter should be received within 15 days of your receipt of this letter.
^ The Sol Conservation Service
l.JIs an agency of the
DOPWIment of AQrtcuKure
Sincerely,
gjjaj C
Michael E. Sugg
District Conservationist

Sheetl
IRRIGATION SYSTEM DESIGN PARAMETERS
Landowner/Operator Name: H & S Hog Farm
Address: 4031 NC 41 S
Wallace, NC 28466
Telephone: [phone]
Table 1 - Field Specifications
Approximate
Maximum
Useable Size
Field of Field
Number (acres) Soil Tvne Slone % Crnnfs)
L
County: Duplin
Date: 4/18/00_s
Maximum
Maximum
Application
T
Application
per Irrigation'
Rate
Cycle
In/hr
(inches)
Comments —
Field 1
3.63
FoA
<5
Com, Wheat, Soybeans, Bye
0.5
0.5
Pulls 1 & 2
Field 2 & 5
15.95
FoA
<5
Corn, Wheat, Soybeans, a
0.5
0.5
Pulls 3 - 6A
Field 3
6.1
FoA
<5
Fescue
0.5
0.5
Pull 7 & 7A:J
Note: Pulls 6A &.7A are made' '
using aluminum pipe.
M�

Sheet2
TABLE 2 - Travelling Irrigation Gun Settings
Make. Model and TVDe of Equipment: Hobbs Reel Rain 1030 w13" x 965' hose w/ Nelson 150 w/ Berkelev 1321/2 JRMBM
Field No. Travel Application
and Speed Rate
Hydrant No- fft/min) (in/hr.')
TRAVEL LANE Wetted Nozzle Operating Operating Effective Effective Diameter Diameter Pressure Pressure Arc
Widthft. Len th ft feet Inches at Gun(psi) at reel(psi) Pattern Comments-: Ayes' r ull
1
2.92
0.5
200
270
300
1.08
60
100
220
1 A9 , "
2
2.43
0.37
270
270
300
1.08
60
100
300
2.14 `_ �^ r
3
2.432.92
.37/.5
2701216
100/550
300
1.08
60
100
300/220
3.42-
4
2.92
0.5
216
650
300
1.08
60
100
220
3.30 `
5
2.43
0.37
270
670
300
1.08
60
100
300
4.62
6
2.43
0.37
240
480
300
1.08
60
100
300
3.14
6A
4.87
0.61
120
400
300
1.08
60
100
180
-1.47 " --7-7
7
2.43
0.37
270
285
300
1.08
60
100
300
2.051"�
7A
2.92
0.5
238.5
740
300
1.08
60
100
220
: - 4.05 '0.00
0.00 �---�----� : �-� �_
0.00
00./0�0� .
'
••n. uY.W ^a Y• .' ._. ;.may',:
0.00_
0.00. 0,.
0.00 f ,
0.00 .
0.00,: - ^x
0.00-
0.00-
0.00 - -
0.00 w
0.00
• 0.00
0.00-
Total
25.68 -

Sheet3
TABLE 3 - Solid Set Irrigation Gun Settings
Make, Model and Type of Equipment NIA
Operating Parameters
Field No Wetted Hydrant Spacing(ft) Application Nozzle Operating Operating
and Number of Diameter Along Between Rate Diameter Pressure Time
Line No. Hydrants feet Pi elines Pi alines inmr inches at Gun si at H dram hr. Comments -Acres pet zone -=3
--------
1 1 1
0.00.
--�-----
1 1 1
------a-■-
1 1 i
-----�--
1 1 1
-------
1 1 1
------�-
1 i 1

Sheet4
a i
TABLE 4 Irrigation System
Traveling f
E 4 Solid Set !
14 4 t I I I
Irri ation Gun i
Ini ation
Flow Rate of Sprinkler m i{
182
i i 0
Operating Pressure at Pump (psi)
"' :?'114A.
#DIV10I
Design Precipitation Rate inlhr
0.31 w
•:'-#DNIOt
Hose Length feet 1
965
xxxxx xx
Type of S eed Com ensation
Mechanical
XXXXX) XX
Pump jXpe PTO, Engine, Electric
Engine
Pump Power Requirement h
26.9
#DIV101
TABLE 5 - Thrust Block Specifications
THRUST BLOCK
LOCATION
AREA (sq. ft.
90 degree bend
8.77
Dead End
6.22
Tee
4.35
Gate Valve
6.22
45 degree bend
4.72
Page 1

Sheets
IRRIGATION SYSTEM DESIGNER
Name: Micah Kevin Weston, CID
Company: Private
LU
Address. 237 A.I. Taylor Rd., Richlands, NC 28574
Phone: [phone] "
Required Documentation `spl�l
sat
-��
The following details of design and materials must accompany all irrigation designs:
1. A scale drawing of the proposed irrigation system which includes hydrant locations, pipelines, thrust block locations and buffer areas where applicable.
2. Assumptions and computations for detemvning 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 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. Manufacturer's specifications for the irrigation pipe and/or USDA NRCS standard for IRRIGATION WATER CONVEYANCE.
8. The Information required by this form are the minimum requirements. It Is the responsibility of the designer to consider all relevant factors at a particular site and
address them as appropriate.
9. Irrigation pipes should not be installed in lagoon or storage pond embankments without the approval of the designer.
NOTE: A buffer strip of 2W or wider must be maintained between the limits of the Irrigation system and all
perennial streams and surface waters per NC Statutes.

Sheet6
Narrative of Irrigation System Operation
Design And Installation Overview
This design is based on an as built existing system on this farm. The acres were calculated from the
'wvettable acreage" charts EE80, E180 & E90+. This irrigation system was installed using six inch,
Class 200 PVC gasket pipe and schedule 80 fittings. The system is capable of accommodating the
flow velocities, flow rates and pressure requirements associated with a Hobbs Reel Rain 1030 traveler.
Air vents and thrust blocks were installed as indicated on the drawings. This system requires the use
of a 1.08" ring nozzle in the gun. Each pull has a specific arc setting and travel speed which must be
used to achieve the desired application. This information is given in detail in Table 2 of this design. A
detail of the hydrant layout is also included. All pipe has been installed with a minimum of 30" of cover.
System Start-up And Operation
When setting up the reel, make sure it is level and the stabilizer legs are down and secured. Engage
the brake, then disengage the transmission. Pull out the hose at a speed not to exceed 3 mph. engage
the transmission before -disengaging the brake. Prime the pump and start the engine at idle. Operate
the engine in a manner not to exceed 50 psi until a solid stream of water is exiting the gun, air is out of
the line and pressure is slowly building on the gauge. Increase rpm's slowly until desired pressure is
achieved. Set all "Murphy" safety switches to insure immediate shut down of the system if a problem
occurs. Also, set the timer to shut off the pump at the time a run will be completed. Check all safety
switches on the reel after each start-up to insure proper operation. Read and review the
manufacturer's operator manuals for additional details on start-up procedures. Grower should walk the
entire pipeline periodically'to check for leaks and other potential problems.
Winterization And Maintenance
Disconnect both ends of all flexible hoses at the pump and the traveler. Remove the drain plug from
the gun cart and pull out the hose at least half way to purge enough water to protect from freezing.
Wind the hose back onto the reel and replace the drain plug. Read and review the manufacturer's
operator manuals for additional details on winterization and maintenance procedures.
i, Y4

1 .
' 4•,I S
3ry"7f�r'i
M � 1, F 1 \7heet!
hl •,Y +'
� { I=
+ 9'•r•�-yL 'L-a�
:e� ��"��.
�, s _� T . -
._ .,
:4>>Lyr
JJ6,�".'9[.
i-�x[.19
•• S •.[,_.ii• tat 7. �'_
... � '�ii,�t I n.' t
� �5,��F_
{
Fa 41
CALCUU LION$
'}
Sprinkler SSoeclfl,G tl�s
1
Sprinkler Type: Nelson 150
;
Nozzle Size:
1.08 Inches r�,; �' '•;:"� ,
��uci .N '::; :s;:�.l`s� �, ; . 3
Sprinkler Pressure:
60 psi
Flowrate(GPM):
182 gpm
Wetted Diameter:
300 feet
Lent Spacings
Desired Spacing (%):
80 %
Design Spacing(feet):
240 "PVC irrigation pipe normally comes in
20' pieces,
so round to the nearest multiple of 20.
Actual Spacing (feet):
240 feet
Actual Spacing (%):
Application Rate
80 %
Application Rate =(96.3xFlowrate)/(3.1415x(.9xradius)squared)
Design App. Rate =
0.31 in/hr
300 degree arc =
0.37 ln/hr
220 degree arc =
0.50 inmr
180 degree arc =
0.61 In/hr
Travel speed = 1.605 x Flowrate / Desired application amount x Lane Spacing
Desired app. (in.) =
300 degree arc =
220 degree arc =
180 degree arc =
0.5 inches
2.43 ft/min
2.92 ft/min
4.87 ft/min
>
Velocity = .408 x Flowrate / pipe diameter squared feet/sec."'
"For buried pipelines, velocity should be below 5 feet per second
Pipe size: 6 inches
Velocity= 2.06 ft/sec.
Page-1
.. r 6-

1~,Sheet7
r
i Lois
Most distant hydrant: 1
Total distance: 2640 feet
Friction Loss Is figured using Hazen/Williaim's Equation
rricuon Loss— 0.24 feet1100 feet
Max. Mainline Loss = 6.4 feet or 2.8 psi
Total Dynamic Head
Sprinkler Pressure: 60 psi
Loss through traveller: 40 psi
Elevation head: 2.2 psi
Mainline loss: 2.8 psi
Suction head and lift: 3.6 psi
5% fitting loss: 5.4 psi
TOTAL(TDH) = 114.0 psi or 263.3 feet
Horsgpgwgr Required
Horsepower = Flowrate x TDH(feet)139601 Pump effeciency
Pump Description: Berkeley B 2 112 JRMBM
Pump Efficiency: 45 %
Horsepower Required: 26.9 Hp
Thrust Blocking
Thrust Block Area = Thrust 1 Soil Bearing Strength
Thrust: 7460 feet
Soil Bearing Strength: 1200 feet
End Cap: 6.2 ft2
90 degree elbow: 8.8 ft2
Tee: 4.4 ft2
45 degree elbow: 4.7 ft2
Pipe PrefiSure Rating Check
Pressure Rating of Pipe to be Used: 200 psi
Max. Pressure on system when running: 114.0 psi
70% of Pressure Rating: 140 psi
If Max. Pressure on system is less than 70% of Pressure Rating, OK
Page 2

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..• ,\TY it
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.�• 4 SrNa: �'^ rd'!}� ruir ' h 3''y b r'� {5'�-ray`. �. ,:5 ` > .,�,
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:'�S$:•T'�r � /, r� ° ri
NPSHA: -14' 3 r:R S ^r� �f r • r
NPSHR: < 8' ' ---*from pump cuiv;
If NPSHA>NPSHR OK
Page 3
a

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1� t �.Y+!/ M„"r -;Ct� 1 �r�/^+�.!tiV :'� .i �>-i �1_� -, !'„�, Alt.±►' �"�"'`•,•' �
- 7:�.i� a::ram'• ,s.'-»tit•a:� P 1i�` i.." •a/.;�.
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...........
a
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},w 4* a 'CP1'�PQ IMA:'
..[.7 �. ,+•k xCfe ll. �.
a. :. y •.JF . i1�i . - r .f.,v:AYr T1�X..II
WjYlmprovlI6 Design Pr11011A Greater
'= Greater control...more accurate applicadan of both clean and x
wastewater. Simpler to operate. -the smooth operation of,thel
speed gearbox eliminates ' �` °' a r..� w
the need for multiple belts
and pulleys white providing
a full range of operating
speeds. Within a high and
low range there are three
speeds for increased preck.
Sion and accuracy in con-
trolling application rates.
Knowing and controlling
your application rates have
become crucial wastewater Six speed gearbox
management tools when
trying to adhere to ever increasing regulations. Each model is
available with the standard 5.5 HP Honda engine or the efficient
Pelton Wheel slurry
turbine. The Pelton
�_4 x, Wheel turbine is the
a ideal drive system for
applying wastewater
or slurry from holding
areas such as tanks
and/or lagoons. The
Pelton Wheel turbine
can be mechanically
compensated for
accurate applications
►- or equipped with the
optional Irrigation
Pelton Wheel slurry turbine Computer.
This improved design
only starts with the drive system. Other enhancements include:
• .A constant pressure automatic braking system which
increases tension when the hose is being pulled out but reverts to
lighter tension as the hose is being retrieved.
• A positive action lock down. When engaged, this simple
brake will lock the reel in place when shifting the gearbox to neutral,
as well as secure the reel for transport when desired.
• A miswind sensor. Should a miswind irregularity ever occur,
rotOr YonrtrOl r i e l t�rR
.this sensor will autdinaticaliy disengage the drive, protecting the
r �,.
+Real Rain from damage ' r �"
r •,, .,� ` s�` �e
Lame selection of models In art effort to offer customers
the proper system for their irrigation needs, Reel Rain models are
available in 29 different hose size / drive platform canfigufations.
• Increased
speed range.
From .5 feet per
minute to 12.5
feet per minute,
you have the abil-
ity to control the
application rate.
With Reel Rain
Irrigation equip-
ment from
AMADAS
INDUSTRIES,
you and your
Dealer receive Reel Rain Model 1375
special attention from our fully equipped Service Department.
Each Service Technician is trained by the AMADAS staff engir
who designed your Reel R46:?,-The 1000 Series offers only 5
STANDARD
FEATURES
• 6 Speed Gearbox
• P.T.O. Rewind
•. Automatic Hose Retrieve
Stop
• Rugged Frame Design
• Turntable
• Reel Speed Compensator
• S:afetyZhielding
- Galvanized Fittings _ ;;
• Galvanized Gun Cart
• Mechanical Hose Guide
• Three Year Warranty
• Miswind.Sensor
many dependable models
of Reel Rain Travelers. Ask
your Dealer to show you .
other models that might
meet your needs. Reel
Rain Travelers are avail-
able in models which will
efficiently irrigate from 35 to
400 acres per week.
�A �� Hpa135.•
� 04# Reel Rein
• 1RA1Q.4TMN SY=MS 1 �
No. of Acres
Flow Rate...
One PuI4 Applying 1"
;
Model
Hose Length'
Hose I.D.
Lane Spacing
Covered tn::
(G.P.M.)
'of.Water (Hrs.)
Nelson Gun
Number
Feet
Inches
Feet
One Pull
and Pressure
Turbine :.Gas
Turbine:-- as
1025
850
2.5
180
3.80
167 181 >
10.33"10.65
SR100/80 PSI
1030
965
3.0
.240
5.84
260 - -• 280
10:2------9.4
SR150/80 PSI
1033
850
3.3
260
5.68
360 400 '
7_i•^_;6.4
SR150/80 PSI
1325
1250
3.2
240
7.41
266 290
12.6 11.6
SR150/80 PSI
1375
1100
3.6
280
7.78
382 418
9.2 8.4
SR150/80 PSI
1100 Holland Ad. • P.O eox'1833 Suffolk, VA 23d39.1833 • USA A M A A S 1701 South Slappey Blvd. • P.O. Box 3667 • A1131 • C:A 317p6
Phone [phone] Fax [phone] + • * • 14 +® Phone [phone] • Fax [phone]
AMADAS INDUS I'MES' policy is one or continuous improvement. and we reserve the right to change specifications, design or prices without incurring obligation.

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DO SERIES BIGi =GUNS' — 24.'TRAJECTORY".:.
,100 T TAPER BORE•IM D ES - U.S. UNITS
N?F@ MOW@ 14od214 NOW41 No= No=* :,
T4a2sie.' Noxste 1Hotilil.. .ad;Noasle -
•a- �!• A' dS• Y 7!'i%:ter.
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Pgl. GP�1 DIA. 0P11 DIA, GPM DIA. GPM Du. GPM DIA. GPM DIA 00M 91A GPM CIA. GPM
40 47 191, 57 202' 6a 213' 74 222 tit 230' 103 240• 110 2S0' 134 238', 132 25Y
;. s0 50 203' 64 213' 74 223' a7 233' 100 r,247' 1ta ._} 2Sa' 13a h4�' 28s" +1so 273' Ills r 2W 204 3a0w r:, r,,:
Qo as 213, • d'9 227 at 24W 9a 260• Ilia a. ti 26W • 129 , 27oi '143 tea' lea 266• 182 ­225' 224 31a•'
70 as 225• 75 zu. sa 250' toll 29Y 120 273' 134 283• 1ss 291' 177 302' 197 310• 243
ad 64 233' 79 246' 94 2w t10 273' 120 288' 146 295• lea 30S lag 314, 210 325 25e 3$4• ; o.
90 be 2+5' a, 258 100 270 t 17 283' 135 295' 153 308' 173 ' 313' 201 32s' 223 "• 333' 2f4 y ? =2•
Yi'•�' S! Ica 72 255' 67 268' 100 230' 123 223, 143 305' 163 31e' 105 325' 212 336' 233 ' 345' 289 372•
! : 110 78 255• 92 276' 111 290• 129 303, ISO 315' 171 324L' 19S 333' 222 344' 2aT 35s 304 3a
J.w-jN--AvwAabW-C/dpw,ft11 1P100; 5A100. )•.> rir, . l� :k:�: .: .yY` i r:r:.�;(tti ;,ti :l. .- SAT ;�a�.. :•�•tiy� Or '
rr/L '!'!�i� • r • ''�i'. r'C .7. •' :'.;'.: i•.: �'•¢VL'h ;y' .'t,�
4- lJi7^Y .`/'n �rz. _r.. .. f .,-i•+�:',•'�t3 {' , .1 .;;'.�•j�•., ra ...• `,Lids '.-/,'i• .•w '.. �# ! �,�r+''
aa0 R RING NOZZLES `S• UNITS
U. � �, 1/ �• ��L«, �.;;I, r"':t r• s .riAa
3r •-'1'i!4: '1. 'i r:''r1. .-.,L�.V tij. Nam. . f•1• ' Y }:.f .1 il' :S� Y� / Y ~
`i.•'•i ?:n Ring Ring
'h t,+'.4•.: .712' 158 AW 4571 .a95'
-,.+=; P.g.l. GPM q CIA. GPM DIA. GPM CIA. GPM DIA, GPM DUL GPM CIA. GPM 01A, •°t1
e0 74 220' a9 225' 100 230' 115 240' 129 230' ISO 2s8' 167 26W
60 at 233' 98 240• Ito 245' 125 260' 14t 2". 764 275• 163 280•
-245104 260' 170 240' 133 2751 152 290' 177 225, • 186 300' • ytYpb
r: i_ ea 9■ 2s5 n I 263 127 273 145 285 ras 30a 15a 303211 315
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273' 130 .290' 149 us' 170 315' 191 "323' -' 222 S1s• ?48. 3IW
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200 SERIES BEG GUNS 27° TRAJECTORY"
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NeisOn Irrigallari Corparx.Cri makes no reoresentatian regarding drup!er condhion, unrlorrn.ry, or apPficall0n rag.

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PRODUCER:.._'.. . s��-,. iHY$�'S}H g Farm $tom fi n t. t t e t y id a ?r
ZLZ 'ifY j�N':.�t .`. y...'t .. fy�-r r• I •s. i A
LOCATION: NC`41 S, Wallace, NC 28466 f
.-TELEPHONE: ,[phone]
TYPE OPERATION: Feeder to Finish
NUMBER OF ANIMALS: 2580
(Design Capacity)
The waste from your animal facility must be land applied at a specified rate to prevent pollution
of surface 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 nitrogen as the limiting nutrient. Waste should be
analyzed before each application cycle. Annual soil tests are strongly encouraged so that all
plant nutrients can be balanced for realistic yields of the crop to be grown.
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. 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. Soil types are
important as they have different infiltration rates, leaching potentials, cation exchange
capacities, and available water holding capacities. Normally waste shall not be applied to land
eroding at greater than 5 tons per acre per year. With special precautions, waste may be
applied to land eroding at up to 10 tons per year. 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 not allowed under DEM regulations. Wind- conditions should also be
considered to avoid drift and downwind odor problems. 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 or applied to bare ground not more than 30 days prior to planting. Injecting the
waste or disking will conserve nutrients and reduce odor problems.
The estimated acres needed to apply the animal waste is based on typical nutrient content for
this type of facility, Acreage requirements should be based on the waste analysis report from
your waste management facility. Attached you will find information on proper sampling
techniques, preparation, and transfer of waste samples to the lab for analysis.
This waste utilization plan, if carried out, meets the requirements for compliance with 15A NCAC
21-1.0217 adopted by the Environmental Management Commission.
Page 1

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v v k � y,. � ,,{ i y � sic•,^ '"sz k a E "V.t' d Nx3„'irt �l s {rr 1'.:+.rYi H ;�� 'r � ,�, � i + 37 1 .4 }
' i �r ;�f� �: ;, �� � t ,� .:it f. ' y- _ f''',�x''�•e ,y ..y{ �f
4
'"'k J 3 +
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r i.. l.�iML�i..: �1^l,
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l`wll �.ic.Sys:2�71L:wlYL7t14-iiYf+.d+f:a'7"�.;�.�,.fiJ�t�A1i)�lIA.�W.tie�!tPr'n'P•�-'�Y 7rs -y, f"�'z"'�`; ,�*f'F' *�-�ti) r `t*.N gr r i%'t, ""'C t. �.r. �,4
N Y' S !! ;E: '. '�.:V ��s i -St : d .�+�%. Y ..s. x, �!-°r'H {t,-iJ@•
Amount cif Waste Predu Ejd ,Per Yeer'(fl 'I, Ins ft tensMetc_1 f �S
- .�T::✓a`1 l..dl it#/'S..ra wrr 9''+d'e- ... .�.-4. r.•. �.1 PSI � a,.,,U
S[ {F.a41,7rF•13'°' F",l sLj �i+6Fs�iyr'Sl'7a,iLJ�f..^,i `rEr'1�'�'; '"• J
animals X l�,Jj r `,""{tons) wastelar�imal/year. ,.. ,4_ 9902.0 (tons) wastelyear.
Amount of Plant Available Nitrogen (PAN) Produced Per Year
200 - animals X ?..� lbs. PANlanimallyear = 5,934.0 lbs. PAN/year. (PAN from N.C.
Guide Std. 633) Tech
Applying the above amount of waste Is a big job. You should plan time and have appropriate
equipment to apply the waste in a timely manner
The following acreage will be needed for waste application based on the crop to be grown and
surface application:
Table 1: - ACRES OWNED BY PRODUCER
Tract Field Soil Crop Lbs. N Acres Lbs. N Month of
# No. Tvpe Per Acre Utilized Aoolication
T72440
1, 2 & 5
FoA
Com
135
19.58
2643.3
March -June
T72440
-1. 2 & 5
FoA
Wheat
144
19.58
2819.52
Sept. -April
T72440
-1, 2 & 5
FoA
Soybeans
140
19.58
2741.2
April -August
T72440
--1, 2 & 5
FoA
R e
75
19.58
1468.5
Sept. -March
Total
9672.52
Per 2 year rotation
Total
4836.26
Per year
0
0
T72439
3
FoA
Fescue
200
6.10.
1220
Sept. -April
0
0
0
T i otal 1 25.t311 1 6,056.2fi I Per year
'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 reallstta V eld_exect8tlon.
NOTE: The applicator Is cautioned that P and K may be over applied while meeting the N
requirements. Beginning In 1996 the Coastal Zone Management Act will require farmers In some
eastern counties of North Caroline to have a nutrient management plan that addresses all nutrients.
This plan only addresses Nitrogen.
Page 2

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T'
�_
4t _ �t
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.
oS r + j '\ �M /1 ;'�r S L �, ( i"t; � a ° 1 '.}� ,. t'a f 1�.7 NV"i/ �r "r �` 4� r i
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- t... r.. �� •1a��A��;
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t
r.{ .•4s1+R5i:Y�°irr ri�4.••i'f:+iaaaw�xlM.Ns�i!'.5�R1r+MRJY iri1.7YSi7�Ci:1�'r.�.-ir'[fi�i f.,"i�.`iTrkL-�F"�MC.'i'C��t'�,`�klkx\K�,G.
r{.t ._i� tPII'f•.�...
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........�.:..::�.
-
t� r • �:: i a�, L' .�"..y'� _ia "t ..S -
-r'i", .r xl 4?Tr.�i.
TWO z:
ACRES WITH AGREEMENT diftONo TERM LEASE
(Agreement with adjacent landowner must be'attachadj
o' 3,,
i h�. � i ftFto i � ►. f
! . (Required only N operato'r does not own adequate land [see
Required Specification 2D
Tract Field
. Soil
Crop Lbs. N Acres Lbs, N ' Month of
See footnote for Table 1.
Totals from above Tables
Acres
Lbs. N
Utilized
Table 1 25.68 6,056.26
Table 2
Total 25.68
6,056.26
Amount of N Produced
5,934.00
Surplus or Deficit
122.26
NOTE. The Waste Utilization Plan must contain provisions for periodic land application of sludge at
agronomic rates. The sludge will be nutrient rich and will require precautionary measures to prevent over
application of nutrient or other elements.
Page 3

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,. f' � ®.+'.,%.:.iak�;�.r: '''�4w.M�.o.rt�� �: �: ' ,"'- i•k ,5' t�.: Si s r � till. r•. ;' 'w.n'?h-s1'kR
OJ& in�'[i x 041
: S .
See attached map showing the fields to be used for the utfllzatfon of waste water. 1% 14.
:ak'TiS�r`�.S} , •:'.J Je :f' .. �4'ri Ir. ... ah" ... �• ,. ... .. s w.., '
— ,:i.�f p•.. �� .1:':-.^C^r .~ I•t.s "tt"frC{'; 3'•'• ` - ,. �.s.: tL—ilt .yN:.
Application ofrWaste by Irrigation
Field Soil Type Crop Application Application
Nn_ Pnfa fln/Wrl Arnnilnt fin 1
1, 2, & 5
FoA
Corn, Wheat, Soybeans, R e
0.5
0.5
3
FoA
Fescue
0.5
0.5
THIS TABLE 1S NOT NEEDED IF WASTE IS NOT BEING APPLIED BY IRRIGATION, HOWEVER A SIMILAR TABLE
WILL BE NEEDED FOR DRY LITTER OR SLURRY.
Your facility is designed for 18D days of temporary storage and the temporary storage
must be removed on the average of once every d MONTHS. In no instance should the volume
of waste being stored in your structure exceed Elevation tl'
Call the local Natural Resources Conservation Service (formerly Soil Conservation Service) or
Soil and Water Conservation District office 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.
Narrative ofoperation: This plan shows a two year rotation of com, wheat, soybeans and rye
in fields 1, 2 & 5 and field 3 in fescue. This plan is based on wetted acres.
0
Page 4
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ia
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,..%j
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SiO �. it
±,) 63E6r;,,:i;&E:: C F4'_":-1"-4. 1t. r-* 7s+v. h.+w-Kw; P-rrr. +.rlr xr-'_Y ♦•9' - ^.ii��++' it f .
._...[..e:iv � "A�«t.L`�. i�La�li�.i:".. , ...�:.�.'��r'N>a'l"1rifs."S�.dd''��. �-_ • ��!"'- � i a t s . pk�' f - 'Y:. r +.. t �;..''S�y".. � I. }
REQUIRED SPECIFICATIONS.
i Animal waste shail `, not'readii-surrace' wafers- -of the stets by rur off, drift, irianma e
conveyances, direct application, or direct discharge ,du ring operation or land application.
Any discharge of waste which reaches surface water is prohlbitea. '
2 There must'be documentation in the design folder that the producer either owns or has an
agreement for use of adequate land on which to properly apply the waste. If the producer
does not own adequate land to properly dispose of waste, he/she shall provide a copy of
an agreement with a landowner who is within a reasonable proximity, allowing him/her the
use of the land for waste application. It Is the responsibility of the owner of the 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, climatic conditions, and level
of management, unless there are regulations that restrict the rate of application for other
nutrients.
4 Animal waste shall be applied to land eroding less than 5 tons per acre per year. Waste
may be applied to land that is eroding at 5 or more tons, but less than 10 tons per acre per
year providing grass filter strips are Installed where runoff leaves the field. (See FOTG
Standard 393 - Filter Strip).
5 Odors can be reduced by injecting the waste or disking after waste application. Waste
should not be applied when there Is'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. (See "Weather and Climate in North Carolina" for guidance.)
7 Liquid waste shall be applied at rates not to exceed the soil infiltration rate such that runoff
does not occur offsite or to surface waters and in a method which does not cause drift
from the site during application. No ponding should occur in order to control odor or files.
8 Animal waste shall not be applied to saturated soils, during rainfall events, or when the
surface is frozen.
Page 5

q S• f - stir �i$�'w 4uz ` 1Y 5.k i ikr--,.'+."
t
[ s, - k�r
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. � .i : iy� � f..f� �`�r -c •��L R • }7-a .1��� 1 '��,1h � li+�.
t''.� 1'L�4i'-4` �' t3�'�• 3�..fA $ ti.'s ] -.�f rty�
k�f•'�T �c �� F�` ° '1-r?q �r7 !it+? 'a 'r } '` 1�'4it1!5'.a'^i 3r,.:.,
i113_?v'e
.iS,! �? t- _r• . n,.6i„ �'f -. '=tiP;Ti'�. E S '�: �M..:vyzr�/glx�y'Y.yti �»y�nq�syyir�'m y.M.�4�prmi..er +a 'K rw• ,
REQUIRED SPECIFICATIONS
9 Animal waste shall tie applied on'activelyr growing crops In such a'manner that the crop Is
not covered with waste to a depth that would inhibit grow6. 'the. potendai 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. Waste
shall not be applied more than 30 days prior to planting of the crop or forages breaking
dormancy.
11 Any new swine facility sited on or after October 1, 1995 shall comply with the following:
The outer perimeter of the land area onto which waste is applied from a lagoon that is a
component of a swine farm shall be at least 50 feet from any residential property boundary
and 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 perennial waters. (See Standard 393 - Filter Strips).
12 Animal waste shall not be applied closer than 100 feet to wells.
13 Animal waste shall not be applied closer than 200 feet of dwellings other than those
owned by the landowner.
14 Waste shall be applied in a manner not to reach other property and public right-of-ways.
15 Animal waste shall not -be discharged into surface waters, drainageways, or wetlands by
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 that discharge directly into water
courses, and on other grassed waterways, waste shall be applied at agronomic rates in a
manner that courses 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.
Page 6

-
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y
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�
�
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:7 I
r s
d S l -A�a1
rr.!nF�6 a5
} r•
Y Y' il_. , �
yJ
S i%1'I y. lw L ..
�„-4' t .�.i,�' � ,. � -x �x r< I ;,. }k�;> , " T� r�> r i ��•n� te7"}-
1 �'1:;,� fh'�r v i ; 1,,, �L� ,� ryy�??��rr L f ,4 y •`�lir�� Y [, .r`' � .y, s }
t,f}
� '74.'�`µ'
. $ f,,,.
• r _. r i.�`�lat ,r '°z
l i.:'..Wrrtr..M•.'si'Y�P.. •. �. :�L'eia�'G-�s .z_hsks}tJr.S,S-:"n?i7rn.:`�.C'.,�,.
_.,�•
"REQUIRED SPECIFICATIONS),t
(continued) ,,, r,';r=)
17 If animal production .at the, facility is to,be� suspended or terminated, the .owner..ls
responsible ,for'ot �6ining "and implementing `a" "closure plan" which will eliminate the
possibility of an illegal discharge, pollution and erosion.
18 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.
19 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 propellant with no further applications animal waste
during the crop season.
20 Highly visible markers shall be installed to mark the top and bottom elevations of the
temporary storage (pumping volume) of all waste treatment lagoons. Pumping shall be
managed to maintain the liquid level between the markers. A marker will be required to
mark the maximum storage volume for waste storage ponds.
21 Waste shall be tested within 69 days of utilization and soil shall be tested at least annually
at crop sites where waste products are applied. Nitrogen shail be the rate -determining
element. Zinc and copper levels in the soil shall be monitored and alternative crop sites
shall be used when these metal approach excessive levels. pH shall be adjusted for
optimum crop production and maintained. Soil and waste analysis records shall be kept
for five 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.
0
22 Dead animals will be disposed of in a manner that meets North Carolina regulations.
Page 7

00M,
'2
_FWASJE
V
e, A-Mam,
A." I-T
Faft*.
W.4 f
Owner Mina'ger Agreement
I (we) under-sitand 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 Division of Environment Management (DEM) 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-hoLir 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 DEM upon request.
Name of Facility Owner: Stanley Cavenaugh
(Please print)
Signature: Date:
Name of Manager (If different from owner): Hogue Cavenaugh
Signature: Date:
Name of Technical Specialist; (Please print) M. Kevin Weston
Affiliation: Private Technical Specialist
Address (Agency): 237 A.I. Taylor Rd.
Richlands, NC 28574
Signature: "Date:
Page 8

FORM IRR-1 Lagoon Liquid Irrigation Fields Record
For Recording Irrigation Events on Different -Fields
Farm Owner Mue a Facility Number -
Irrigabon Operator u averu �—
Date
dd
•• �-
F-i-eld Siz".
Irrigation Time
Number of
oODeratina
.1 11'
1� 11'
_
� 11 1
WHOM
M
I®

FORM IRR-1 Lagoon Liquid Irrigation Fields Record,
For Recording Irrigation Events on Different- Fields
Farm Owner kwe T Facility Number
Irrigation Operator
Tract #
Field #
Date
(mm/dd&r)
Crop Type
Field Size
(acres)
Irriqation Time.
Number of
Sprinklers Operating
Start Time
End Time
10tal mmuutes--
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FORM IRR-1
a
Farm Owner
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Lagoon Liquid Irrigation Fields Record
For Recording Irrigation Events on Different Fields
HM LLD,
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Facility Number I -
Tract #
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FORM IRR-1
Farm Owner
Irrigation Operator
Lagoon Liquid Irrigation Fields Record
For Recording Irrigation Events on Different- Fields
Facility Number I -
Tract #
Field #
Date
mm d r
Crop Type
Field Size
acres
Irrigation Time.
Number of
Sprinklers 0 eratin
�P
3-ID-on
q-05
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FORM IRR-2
Tract #
Field Size (acres) = (A)
Farm Owner
Owner's Address
Owner's Phone #
Lagoon Irrigation Fields Record
One Form for Each Field per Crop Cycle
3cc Field # I -T
j' of L1 e q+
raf, �ti-ate-x�
Facility Number
Irrigation Operator M411 e (ln r p tO r k,
Irrigation Operator's
Address
Operator's Phone # (fit 0)
From Waste Utilization Plan
Crop Type /� Recommended PAN Loading
i � C pblacre) = (E) o� � 5
111 Ml Nil 1A% rn /R1 M IH1 rot rim fill
�.
Noil
lid .
ORErieF.3
'
..i..
�:
U
l� �
• r
• ►
`� G�
Crop Cycle Totals i - _ l
Owner's Signature
Certified Operator (Print)
Operator's Signature _
Operator's Certification No.
r NCDA Waste Anaylysis or Equivalent or NRCS Estimate, Technical `Guide Section 633.
'Enter the value received by subtracting column (10) from (B). Continue subtracting column (10) from column (11) following each irrigation event.

FORtA M-2
Tract a
Field Size tacresl - (A)
Farm Owner
Owner's Address
Owner's Phone #
Lagoon irrigaVon Fields Record
One Form for Each Field per Crop Cycle
FacK4 Number
Irrigation Operator
lmgation operaes
Address
Operator`s Phone 0
From Waste U3liizatlon Plan
CMw Typo F4ecormvAnftdtmWing
aMctie l hj
M rZl M ►}1 !Si ffa fTl tat 191 flat tt11
is
.
• . � _
��
•HER
Crop Cycle Touts I 1
Owners Signature
Certified Operator MMO
Operator's S+gnature
Operator's Certification No.
1 NCDA Waite Anaoysis or Equ"ent or NRCS Estimate. Technical Guide Sector+ M3.
-AMWe .C�.c;.�ci ;jal"Mo,,.;, "9LA►►ni ►u +►ut1► o . wiuK►ud suo[r¢cun cc UIMj iu trom uwnin i iowwin earn ►rr► dAi VVer►►.
y � I J ti! 9 ! 1 l 1 8 �

€FORM IRR-2
Lagoon Irrigation Fields Record
One Form for Each Field per Crop Cycle
r tf
Tract # Field # a Facility Number -
_'x� field Size (acres) '(A) . 1
'Farm Owner = ' Irrigation Operator
:Owner's Address �' Irrigation Operators
Address
z,r:;;n Y1,Owrlers F-hone # Operators Phone #
.r_.F:7c. •r•
From Waste Utilization Plan
;v Crop Type Recommended PAN Loading
(lb/acre) = (B)
(2) t31 fdl r51 IM M !R1 f41 not rill
Date
mmldd/yr
irrifi��;.^n
Waste Analysis PAN'
(lbA000 gat)
PAN Applied
(lblacre)
_is) x (9)
1000
Nitrogen Balance'
(lb/acre)
{B} • (10) ,
Start Time
End Time
Total
Minutes
(3) • (2)
# of Sprinklers
Operating
Flow Rate
(gaUmin)
Total Volume
(gallons)
(6) . (5) x (4)
Volume
per Acre
{gaUaue}
_Q_
A
3.5-ob
r!be
93515
i, od
121 55
IV-3
1
197-
.1063b
-i g0
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r 7
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-71 7z
3.30-M
.8
.50
10
1 8.
goo oho
%,>
�='2
u$,3
Crop Cycle Totals I I
Owner's Signature
Certified Operator (Print)
Operator's Signature
Operator's Certification No.
t NCDA Waste Anaylysis or Equivalent or NRCS Estimate, Technical Guide Section 633.
Z Entc. u.c vaiuc I C,i,, U aulllla%.LII! L'ululllf l l u burn o . l..uiltltlue suotractirl column i u trom column t t folowin each lrrl aLiOn event.
_ y y l 1 l 1 9 1 1 i 1 9 t3�

Foam IRR-2
Lagoon Irrigation Fields Record
One Form for Each Field per Crop Cycle
T as 0 Field # FaciFity Plumper -
F11atd Sao (acres) = (A) Z
Parm Owner lrrigatkm operator
owners Address trroition oper=es
Address
Owner's Phone # Operator's Phone #
From Waste Utilization Plan
CMP TYPO PBCORlflMW0d PAN L04* g
cal r �
lit M m ral 15) (M m tat (9) 1101 fill
000
mom
�
Lumm
crop cycle'raws
Owner's Signature
CerMed Operaw ('runt)
Operator's Signature
Operator's Certification No.
c NCDA► Waste AnaylyrA or EquWatent or MRCS Estimate. Technical Guide Section 633.
2 r-. U- rw -U;"C .G-.014c4.i= J,.,+uai.,NKJ WML1111I k IU) ItUl+1 ttlr, t.%JllillkUd tKMLr4CL1n91;.( IUM11 E6U) Irtun (A1umn to I imot ing eaen Imgctlti11 X:wUT11.

FORM tRR 2
Lagoon irrigation Fields Record
One Form for Each Field per Crop Cycle
Trad 0 Field a Facility Numt;er
Refd S "- (acres) _ (A) 3
Farm Owner Irrigation Operator
Owners Address Irrigation OperaWs
Address
ownees Phone Operator's Fhorte 0
From WasW UdUzedw Plan
crop TV* PACWrrree W PAR ioadi"
ii �tsl =
Ell (Z1 (3) 141 fSI M MA ra xl
i NFUM.
�Wam
mum
U
crop Cyrfe Totels ^ '
Owner's Signature
Cerff" Opp (Print)
Operators Signature
Operator's Cer0cation No.
KWA Yllaste Anaiylysq or Equivalent or MRCS Estimate. Technical Gulde Secdon M.
��-:..� w..:...u�+r �a:4a�+a4 dr a�+►mowttn� W�Nlli!! +ivy +iUf11 �D/. W!!UIlVe„+ 51/1,Ilyd{;1k'S� (:QNl:rlli �1V) morn CUiUlilll �f 1� rQHOWirli�63C[i Irl1}jnl�tYll e�e3iii.

FORM IRR-2
Tnul p
Feld Size (acres) = Q4
Fares owner
Owner's Address
Orrrss>r's Phone N
Lagoon Irrigation Fields Record
One Form for Each Field per Crop Cycle
Facility Numt;er
Irrigation Operator
krotion Operaws
Address,
operator's Fie #
From Waste UtHization Plan
T" _ he ad PAN L0014
tacel (ef
f� ra !�� f fsti m ter f�, eat 1,n
I
RM
M
rI
�ism M.
••
vx=��
CMp Cycle Totals
Owmes Signature
certihsd operator (Print)
Opemtoes Signature
operator's Certification No.
s NCDA Waste Ana*sis or Equisralerrt or NRCS Estimate. Technical Guide Section 633.
6w.ntrri t,u) uuu, sor. "IMINUd suovaw,sy counn tau} from column ti 1l romwuig each wK4a ui, vve;ni.

FoRm IRR-2
Tract #
Field Size (acres) - IA?
Faars Owner
OwWs Address
Owners Phone #
Lagoon Irrigation Fields Record
One Form for Each Field per Crop Cycle
Facility Number
irrigation Operator
Irrigation Operators
Address
operator's Phone #
From Waste Uffizatton Plan
Crop Type PAUMV ended PAN LOWWV
t71 rn (M fn Al M rn nn f91 AM rill
OEM
VI1
I
K
=0
H
i m
0=©
ffU'=
+' 1
M73=
1
f 'm
Crop Cycle Totals
Owner's Signature
Certfied OWWar (Prirtn
Operator's Signature
Oper"s Certification No.
l NCDA Waste AnaylrA or Equivalent or MRCS Estimate. Technical Guide Section 633.
_ �.r.y/ I. ly. •.awC �cti.ct•CV ✓ au"d— to Wlutlnl l V ilum D 41,ll lilt l!!il Si101(iii:U1 WlUlilll ili rrom column 1 1 tOHOVVIri each Ifrl dlttifl CV klli.
Y 41 1 � { 1

-M- 'iY
Trw a
Feld Size (acres) = (A)
Farm Owner
Owner's Address
Owrsrts Phone #
Lagoon Inigation Fields Record
One Form for Each Field per Crop Cycle
Fadfity Number 1 1-
Irrigation awator
k iga"m operator's
Address
Operator's Phone
From Waste UdUzatlon Plan -
CMP Type Rac=.•-.'Headed PAN Loading
1 31 (a) fat 0 (701 fill
Doe
Waste ArWom PAN'
obf1006 gait
PAN Applied
(baue?
�i�`tL
NM"W Sala,"?
(tryacrey
. lS► • (tDT
Stan Tom
jj
Em : u..i I
Total
s
a of Sprtrartars
opem"
l Roo
TOM vdume
TOM
Vokme
Per Rae
t9awma
-I-oo
9:20
11:V;
35
F2low
a
II9 5
.5
a .S
0.0
3•"1 `CO
I f,bv
1,IS
135
1 S
.'(cl5To
it991;
125
9 : 15
1:36
135
1
1
2, t1 S 0
) 1g 9c;
;7�
D L
-12'40
11-aO
V q'3
$2
.2r/S70
119 '5
a 5
2/21 Iry
20 -Cb
I :1S
: 3d
135
1
I RZ
nL4 G -70
1 19 .,;
9
2
Crap Cycle Totals
O►nWs Side
C"W Omom (PT�
operator`s Signature
Oper !Ws Certification No.
i MMA WasW Army{ w or Ecp.tivalerrt or MRCS Est rnme. Technical Guide Section W3.
: &9w ft vakw received by subtraUmg cohrrrtn (10) from (8). Conb uie subtracting eokum (t0) from column (11) folloMrig each irrigalmn everd.

FOAM IRR 2
Tract N
Field Size (acres) = (A)
Farm Owner
Ownees Address
Owners Phone 8
Lagoon Irrigation Fields Record
One Form for Each Field per Crop Cycle
Facility Numher I I .
Irigation Operator
Irrigakm Operas
Address
operator's Phone #
Fran Waste tltlftstlott Plan
CM Type Aec- n nnaed PAN l+ ."fV � i7�
ts?A�(�►� tttiraw5e} _ (61
i!] (Z T3) I41 15} IS) f71 Is) (9) 1101 011
•
�B
MrVowEnd.
1rr�
wash Analysis PAN'
jrb11000 gal}
PAN Applied
Maus)
(8# r 0
lono
Ndmw Sarame'
Macro]
ist " t�Q)
Star► Tm�e
it ._
TOM
�Ib WW
a
Operating
�lOw Rate
Ta1al Vahime
11 1
T5i % (4)
Volume
per Acre
l$� ]
30
LI.: 10
��a
�i p ODD
•s
7
75.3
-�
:o
s!yo
aa�
I
uc
a
N.-
5
,7;oo
,yp
VC)
1g
c yo
q 6
2y.7
a:3v
ssrD
'720
l
1
Llobqo
I 9 M
,Z.S
V qr7
T ,L
�:na
5-f40
�
t 0OuD
n1, f
.5
Crop Cycle Totals
ownees Sigssaim
Certified Operator (Print)
Operator's Signature
Operators Certification No.
c NCDA Waste Analysis or Equivalent or NRCS Estimate. Technical (3uWe Section M.
Eder the v8k�e rr3oeived �Y sul tactirlg column (10) from (B). Cordinve subtracting column (10) from column (i 1) following each irrigation event.

FORM IRR-2 Lagoon Irrigation Fields Record
One Form for Each Field per Crop Cycle
Tract # Field # a 1 } Facility Number
Field Size (acres) = (A)
Farm Owner Irrigation Operator
Owner's Address Irrigation Operator's
Address
Owners Phone # Operator's Phone #
From Waste Utilization Plan
Crop Type Recommended PAN Loading
(lb/acre) = (B)
(1) 12) _ (3) (4) (5) (6) (7) (8) —
A V
(9)
(10) (11)
Date
mmldd! r
Y
Irrigation
waste Analysis PAN '
(Ib11000 gal)
PAN Applied
(Iblacre)
8 9
.i--lr{)
1000
Nitrogen Balance'
(lb/acre)
8
{)-00)
Stan Time
End Time
Total
Minutes
(3) - (2)
0 of Sprinklers
O eratin
P 9
Flow Ratg
(gal/min)
Total Volume
(gallons)
(6) x (5) . (4)
Volume
per Acre
{gallacre)
-EL
A
1 -
li)'.45
V.LiS
p D
-126
1N
r��(��
j
17�n
�>k r.�>p
"r 1-6�(�
iZ
I. li
1Z;IS
1C;'.
�
r'1 j1
;7'a�� t{\r�
S`%
.r�i1
) I'l
'f r��
C
a
Owner's Signature
Certified Operator (Print)
Crop Cycle Totals I I
Operator's Signature
Operator's Certification No.
tiL
7
l NCDA Waste Anaylysis or Equivalent or NRCS Estimate, Technical Guide Section 633.
z Enter the value received by subtracting column (10) from (B). Continue subtracting column (10) from column (11) following each irrigation event.

FORM IRR-2 Lagoon Irrigation Fields Record
One Form for Each Field per Crop Cycle
Tract # Field # Facility Number
Field Size (acres) = (A)
Farm Owner Irrigation Operator
Owner's Address Irrigation Operator's
Address
Owner's Phone # Operator's Phone #
From Waste Utilization Plan
Crop Type L , Recommended PAN Loading + L1
(IWacre) = (B) [ i
(11 f21 131 fM r51 (fit (7) (Al (91 (1111 (111
Date
mmlddlyr
Irrigation -
waste Analysis PAN'
(IWt000 gal)
PAN Applied
pblacre)
OL
1000
Nitrogen Balance'
(Iblacre)
{B) f t 0j
Start Time
End Time
Total
Minutes '
{3) f2)
a of Spnnklers
Operating
Flow Rate
(gal/min)(6)
Total Volume
(gallons)
x (5) x (4)
Volume
per Acre
(gallacre)
_�
A
11-Z2 �°t
21.00
Lfl.w
170
C�D .I
C13
2 j2AG
1D`M
l'.Ib
to
-110
,30
k0'20
1 U
I
tar.
,r,,ti'
Crop Cycle Totals
Owner's Signature
Certified Operator (Print}
Operator's Signature
Operators Certification No.
t NCDA Waste Anaylysis or Equivalent or NRCS Estimate, Technical Guide Section 633.
2 Enter the value received by subtracting column (10) from (B). Continue subtracting column (10) from column (11) following each irrigation event.

FORM IRR-2 Lagoon Irrigation Fields Record
One Form for Each Field per Crop Cycle
Tract # Field # Facility Number
Field Size (acres) = (A)
Farm Owner Irrigation Operator
Owner's Address Irrigation Operator's
Address
Owner's Phone # Operator's Phone #
From Waste Utilization Plan
Crop Type ) Recommended PAN Loading
(Iblacre) = (8) I.
(1) (2) (3) (4) (5) (6) (7) (Bl (9) (10) (11)
Date
mnyddlyr
Irrigation
waste Analysis PAN'
pb11000 gat)(8)
PAN Applied
tlblacre)
- (91
1000
Nitrogen Balance'
(Ibtacre)
(B) - { 10)
$tart Time
End Time
Total
Minutes'
(3) - (2)
# of Sprinklers
Operating
Flow Rate
(gavmin)
Total Volume
(gallons)
(6) x (5) x (4)
volume
per Acre
(gaUacre)
(7)
A
11.22- Q
L4 0
5:0()
(nD
I">,()
~�7i'�D
totS(.l
rlriLj
Li (,
2-17-o(3
rao
7
a
i',p0
4!DO
1 �i1
_I`',p1J
1c;C�ri
Crop Cycle Totals I : I
Owner's Signature
Certified Operator (Print)
Operator's Signature
Operator's Certification No.
1 NCDA Waste Anaylysis or Equivalent or NRCS Estimate, Technical Guide Section 633.
z Enter the value received by subtracting column (10) from (B). Continue subtracting column (10) from column (11) following each irrigation event.

FORM IRR-2 Lagoon Irrigation Fields Record
One Form for Each Field per Crop Cycle
Tract # Field # r\. Facility Number
Field Size (acres) = (A) t
Farm,Owner Irrigation Operator
Owner's Address Irrigation Operator's
Address
Owner's Phone # Operator's Phone #
From Waste Utilization Plan
Crop Type r lRecommended PAN Loading
1 •r� i I t I
(Iblacre) = (B) Y4 t
f11 t21 MI (4) fill t81 f71 181 fq1 finl fill
Date
mrryddlyr
Irrigation
waste Analysis PAN
(lbl1000 gal)
PAN Applied
(Iblacre)
A8) x (9)
Nitrogen Balance'
(IWacre)
(13) - (10)
Start Time
End Time
L(3)-
a of Sprinklers
Operating
Flow Rate
(9allmin)
Total Volume
(9aElons)
(6) x (5) x (4)
Volume
per Acre
(gaVacre)
(77)1000
A°t
5.00
(p:c�U1
;c,
ffi cr
1��;r.�
�?t
I-
n6100
17_ ot1
Ott.[;
1
f�{�
7, �(�0
`?'Vo
Gj 130
lb' qU
tcD
C?(-1
f Cl cl
;.'J
� L�•
t' w).�
Crop Cycle Totals j 1
Owner's Signature
Certified Operator (Print)
Operator's Signature
Operator's Certification No.
l NCDA Waste Anaylysis or Equivalent or NRCS Estimate, Technical Guide Section 633.
'Enter the value received by subtracting column (10) from (B). Continue subtracting column (10) from column (11) following each irrigation event.

FORM IRR-2 Lagoon Irrigation Fields Record
One Form for Each Field per Crop Cycle
Tract # Field # Facility Number
Field Size (acres) = (A) Ll
Farm Owner Irrigation Operator
Owner's Address Irrigation Operator's
Address
Owner's Phone # Operator's Phone #
From Waste Utilization Plan
Crop Type Recommended PAN Loading
1L (lb/acre) = (B)
(1) (2) (3) (4) (5)
(6) (7)
(8)
I9) (10) (11)
Date
mmlddtyr
Irrigation
Waste Analysis PAN'
{lb17000 gat)
PAN Applied
jiblacre)
f81 x (9)
1000
Nitrogen Balance =
fiblacre)
(B) - {t01
Start Time
End Time
Total
h"inures '
(3) - (2)
9 of Sprinklers
Operating
Flow Rate
(gal/min)
Total Volume
(gallons)
(6) x (5) - (4)
Volume
per Acre
(gallacre)
(7)
A
Crop Cycle Totals T 1
Owner's Signature
Certified Operator (Print)
Operator's Signature
Operator's Certification No.
t NCDA Waste Anaylysis or Equivalent or NRCS Estimate, Technical Guide Section 633.
2 Enter the value received by subtracting column (10) from (B). Continue subtracting column (10) from column (11) following each irrigation event,

FORM IRR-2
Tract !#
Field Size (acres) = (A)
Farm Owner
Owner's Address
Owner's Phone #i
Lagoon Irrigation Fields Record
One Form for Each Field per Crop Cycle'
Facility Number
Irrigation Operator
Irrigation Operator's
Address
Operator's Phone ##
From Waste Utilization Plan
Crop Type f? Recommended PAN Loading j p q
11 L (IWacre) = (B)
ON I
rn 121 ras rat rst r61 rn ra1 I9s flol rill
Date
Irrigation
waste Analysis PAN '
(Ib11000 gal)mm(ddlyr
PAN Applied
(Iblacre)
8 x 8
1000
Nitrogen Balance 2
(lb/acre)
(B) • 00)
Start Time
End Time
Total
Minuses
{3) . (2)
p of Sprinklers
Operating
Flow Rate
a )
(g Umin
Total Volume
(gallons)
{6) x (5) x (4)
Volume
per Acre
(gaUacre)
�)_
A
y - - q9
1,30
a OD
"I1So
q .3
(c, �q - Cn
8
1 •.oG
n L+o
t
ao
is
3. 6
-i! -a4
-7,,00
11 •. 0
1
b
`T <�Da
1, a
8
-fig-
ta:30
:30
15
3 L!!�D
5<0
2..�1
117,9
5/,. K
Crop Cycle Totals I I
Owner's Signature
Certified Operator (Print)
Operator's Signature
Operator's Certification No.
t NCDA Waste Anaylysis or Equivalent or NRCS Estimate, Technical Guide Section 633.
2 Enter the value received by subtracting column (10) from (B). Continue subtracting column (10) from column (11) following each irrigation event.

FORM IRR-2 Lagoon Irrigation Fields Record
One Form for Each Field per Crop Cycle
Tract # Field # Facility Number
Field Size (acres) = (A)
Farm Owner Irrigation Operator
Owner's Address Irrigation Operator's
Address
Owner's Phone # Operator's Phone #
From Waste Utilization Plan
Crop Type Recommended PAN LoadingI CZ
km- I (lb/acre) = (B) of i
(1) (2) (3) (4) (5) (6 (7 8 (9
10 (11)
Date
mm/ddhfr
Irrigation
Waste Analysis PAN'
(IbItp00 gat)
PAN Applied
(Iblacre)
481 - f9i
1000
Nitrogen Balance
(lb/acre)
(B) - (10)
Start Time
End Time
Total
Minutes
(3)- (2)
# of Sprinklers
Operating
Flow Rate
(gallmin)
Total Volume
(gallons}
(6) x (5) x (4)
Volume
per Acre
(gaUacre)
(7j_
A
�q
a
^3
5-$
17.40
ti ii!r+
-ID-q
.45
11A
' 0
13D
31 WD
1TDO
A (.46
3Y
L 23-a
is:Dc?
!:"D
1 1110
i
f '��)
-7 ;-1;1
b`2c`
p`(, ~'
%/ ,` I
Crop Cycle Totals I _ _
Owner's Signature
Certified Operator (Print)
Operator's Signature
Operator's Certification No.
I NCDA Waste Anaylysis or Equivalent or NRCS Estimate, Technical Guide Section 633.
2 Enter the value received by subtracting column (10) from (B). Continue subtracting column (10) from column (11) following each irrigation event.

FORM IRR-2
Lagoon Irrigation Fields Record
One Form for Each Field per Crop Cycle
Tract #
-7aL12fg Field
# 1
Facility Number -
Field Size (acres) = (A)
Farm Owner
Irrigation Operator
Owners Address
Irrigation Operator's
Address
Owners Phone #
I
Operators Phone #
From Waste Utilization Plan
Crop Type r Recommended PAN Loading
rtiQALV-� pb/acre) _ (B)
70
M1 rai M rFn rn fal rar rrrn rill
O
EM
mm,
Total Volume
(6) - (5) x (4)
..
—0—
mom.
1
Nvm
�■��s
s�■
■ice
'�
Crop Cycle Totals 1 1
Owners Signature
Certified Operator (Print)
f
Operator's Signature
Operators Certification No.
NCDA Waste Anaylysis or Equivalent or NRCS Estimate, Technical'Guide Section 633.
2 Enter the value received by subtracting column (10) from (B). Continue subtracting column (10) from column (11) following each irrigation event.

FORM IRR-2
Tract #
Feld Size (acres) = (A)
Farm Owner
Owner's Address
Owner's Phone #
Lagoon; Irrigation Fields Record
One Form for Each Field per Crop Cycle
r Field # 1 v' B
,427 C30 rPs 1 c1�. -
W
Facility Number
Irrigation Operator JlqaviGI d-em ;,.?d,
Irrigation Operator's
Address
Operator's Phone #
From Waste Utilization Plan
Crop Type �, p _ Recommended PAN Loading n
.�:a"r•�"'� Qblacre) - (B) VV
M I91 141 fill M% 191 M Im /nl IIn% Ills
ME
Waste Analysis PAN'
bgao
PAN ..lied
Qb/acre)
111
Nitror-
Pblacre)
1
MMMM
Total
a
Volume
a- -
UUM
Crop Cycle Totals I 1 I i
Owner's Signature Operator's Signature
Certified Operator (Print) Operator's Certification No.
,
1 NCDA Waste Anaytysis or Equivalent or NRCS Estimate, Technical'Guide Section 633.
Enter the value received by subtracting column (10) from (B). Continue subtracting column (10) from column (11) following each irrigation event.

FORM IRR-2
Tract #
Field Size (acres) = (A)
Farm Owner
Owner's Address
Owner's Phone #
Lagoon Irrigation Fields Record
One Form for Each Field per Crop Cycle
7vi45c Field # 15 Facility Number
Irrigation Operator
Irrigation Operator's
Address
Operator's Phone #
From Waste Utilization Plan
Crop Type f',� _ '[J_ _ Recommended PAN Loading , 1
t&Y� (Iblacre) = (B) ^�
(1) (2) (3) (4) {5) (6) (7) (B) (9)
(10) (11)
Date
mrtVddlyr
Irrigation
waste Analysis PAN'
(lb11000 gal)
PAN Applied
(lb/acre)
_[8f x (9)
1000
Nitrogen Balance:
(lb/acre)
Start Time
End Time
Total
Minutes
(3) • (2)
# of Sprinklers
Operating
Flaw Rate
(gallmin)
Total Volume
(gallons)' -
(6) x (5) x (4)
Volume
per Acre
(ga1lacre)
17)
A
-ctCl
:i
'.DO
%,
t3d
^� �•>,ry
— •),�
t+5.�L-^
Crop Cycle Totals
Owner's Signature
Certified Operator (Print)
Operator's Signature
Operator's Certification No.
1 NCDA Waste Anaylysis or Equivalent or NRCS Estimate, Technical Guide Section 633.
2 Enter the value received by subtracting column (10) from (B). Continue subtracting column (10) from column (11) following each irrigation event.

FORM (RR-2
Tract #
Feld Size (acres) = (A)
Farm Owner
Owners Address
Owner's Phone #
Lagoon Irrigation Fields Record
One Form for Each Field per Crop Cycle
q/ q # Pr
�n1Field
aR4mesNalce
LIU,
ro .�8 - aOnD
Facility Number - I
Irrigation Operator )•. • r n r
Irrigation Operator's
Address
Operators Phone # ( cap11; I ?
From Waste Utilization Plan
Crop Type l 9v Reoommended PAN Loading
_ Qb/acre) = (B) �0
111 M, MI V rdl IM � rR, M tm fal !1l11 rill
Waste Anatysis PAN
... .
Nitrogen
9b/acra)
(Worts)
-Volume
(gaVacre)
� � •
■ Sauii���.i
i�,t�
if[:�
�
� , e �
it/Ii7l+��+ t�
�
�
!
Crop Cycle Totals 1 2 3+ U DO i
Owner's Signature
Certified Operator (Print)
Operators Signature
Operators Certification No.
NCDA Waste Anaylysis or Equivalent or NRCS Estimate, Technical Guide Section 633.
2 Enter the value received by subtracting column (10) from (B). Continue subtracting column (10) from column (11) following each irrigation event.

FORM IRR-2
Tract #
Feld Size (acres) = (A)
Farm Owner
Owner's Address
Owner's Phone #
Lagoon Irrigation Fields Record
One Form for Each Field per Crop Cycle
oq Field # 13
/.5
2cti-t-tcsw ke Lu:
l - To
Facility Number
Irrigation Operator L,r t, 07r n t u
Irrigation Operator's J
Address
Operator's Phone # r b
From Waste Utilization Plan
Crop Type Recommended PAN Loading
ob/acrel = A F 5-0
r11 r91 1 W tri IM M IM ray n rn
OEM
�.� .
=MM___tA)_
volume
per Acre
3i1ir+��J�
wit
Crop Cycle Totals I � a 75U f
Owner's Signature
Certified Operator (Print)
Operator's Signature
Operator's Certification No.
I If U 1 11 I
NCDA Waste Anaylysis or Equivalent or NRCS Estimate, Technical Guide Section 633.
Enter the value received by subtracting column (10) from (B). Continue subtracting column (10) from column (11) following each irrigation event.

FORM IRR-2
Tract #
Feld Size (acres) = (A)
Farm Owner
Owners Address
Owners Phone #
Lagoon Irrigation Fields Record
One Form for Each Field per Crop Cycle
I -y Field # ,i t-?-
+
Facility Number -
Irrigation Operator
Irrigation Operator's
Address
Operator's Phone # f ti -''' ` 1..r': +
From Waste Utilization Plan
'Crop Type t Recommended PAN Loading ;
(Iblacre) = (I
fit 195 r21 1A% 191 l9n M fat lot ltnl lilt
Date
Irrigation
Waste Analysis PAN'
([bli l>Do gal)mnVddlyr
-
PAN Applied
(Iblacre)
_(8) x 0
1000
Nitrogen Bnlarsce:
(Iblacre)
(B) - (SO)
Start Time
End Time
Total
Minutes
(3) - (2)
Oaf Sprinklers kl
Operatiry
Flow Rate
(gaVmin)
Tots} Volume
(gallons)
(6) x (s) x (4)
volume
per Acre
(gatlacre)
M
A
Q
q
z,
Crop Cycle Totals i - J
Owners Signature
Certified Operator (Print)
Operators Signature
Operators Certification No.
t NCDA Waste Anaylysis or Equivalent or MRCS Estimate, Technical'Guide Section 633.
2 Enter the value received by subtracting column (10) from (8). Continue subtracting column (10) from column (11) following each irrigation event.

FORM IRR-2
Tract #
Field Size (acres) = (A)
Farm Owner
Owner's Address
Owner's Phone #
Lagoon Irrigation Fields Record
One Form for Each Field per Crop Cycle
Facility Number
Irrigation Operator '
Irrigation Operator's
Address
Operator's Phone #
From Waste Utilization Plan
Crop Type y rl i Recommended PAN Loading
pb/acre) = (0)
r11 r91 111 rdl ISl IM M !Al rol ,Tn% ren
n ' ii Feld # P)
�1r�r,l:� rs •},t. 11r�i (1.. s r`a,Yi!!('•,;
Date
mmlddtyr
Irrigatiart
Waste Analysis PAN'
(Ib/1000 gal}
PAAp (WacApplied
t $ x
i 0
tOt7(?
Nitrogen Bcrae nce'
{B) [10)
Stag Time
End Time
Total
l
Minutes
(3) - (2)
8 Sprinklers
wage g
Flow Rate
a
(gUmin)
TOOVolume
(gallons)
(6) x (5) x (4)
Volume
per Acre
(gavacre)
_EL
A
p
• 1�
7
ivl�Y"`
� �''"•
i_C=l�
� �> ?
=[�C.'
`��f'C)
F
9� i {~t(
-r.)((l, �',l._
'1-`i
to , pt
{ 1 ��l�ili
cl 1)
1
� �
� i `-�^r•
—i�,L,r �
1 't�
11�,1�}
r) (}r7 ���
Crop Cycle Totals ! I
Owner's Signature Operator's Signature
Certified Operator (Print) Operator's Certification No.
7
t NCDA Waste Anaylysis or Equivalent or NRCS Estimate, Technical'Guide Section 633.
2 Enter the value received by subtracting column (10) from (B). Continue subtracting column (10) from column (11) following each irrigation event.

Animal Waste Management Plan Ce.•tification
'Please tvve or print all information that dots not reouire a sionanwe
General Inlhiiiiation:
Name.of Farm: r Facility No: j 1 --- 234-
Owner(s).Name:'-1-A A 6.. IVa—A%k k Phone No: -Rio r
Maiiina Address:_$03 t N G. Al
Farm Location: County Farm is located in, I' -0 ;,;-
Latitude and Longitude: ,-It— I .- Integrator:,�ovyri� of CGr011•1+a
Please attach a copy of a county road map With location identified and describe below (Be specific: road
names, directions, milepost, etc.):
Oeeration Descrivtion:
Type of Swine No. of Animals
❑ Wean to Feeder
B'Feeder to Finish 6 b
❑ Farrow to Wean
O Farrow to Feeder
❑ Farrow to Finish
a Gilts
O Boars
Type of Poultry No. of Animals
❑ Layer
❑ Pullets
Other Type of Live sock:
Type of Carle No. of Animals
O Dairy
❑ Beef
Number of Animals._
Acreage Available for Application: sj Required Acreage: T9, I+t
Number o Lagoons Storage Ponds: 2, Total Capacir
,rj 0,fl6 20 Cubic Feet (ft3)
Are subsurface drains present on the farm: YES or NO (please circle one)
If YES: are subsurface drains present in the area of the LAGOON or SPRAY FIELD (please circle one)
Owner / Manager Agreement
I (we) verify that all the above information is correct and will be updated upon. changing_ : I (we) understand. the operation
and maintenance procedures established in the approved animal, waste management plant for the farm named above and will . .
implement these procedures_.. I (we) know that -any expansion -to the. existing-:design'capacity of the.waste treatment -and
storage. system or construction of new facilities _aril! requite ,a new ceivfication to .tesubmitted to- the Division of
Environmental Management before the new animals are stocked. I (we) understand that there'musfbe no discharge of
animal waste front the storage or application system to surface waters of the state either directly through a man-made '
conveyance or from a storm event Iess severe than the_25-year, 24-hour storm and tberi'must not be run-off fronx`the:�::
application of animal waste. I (we) understand. that run-off of pollutants from lounging and heavy vse areas must be'-`
minimized using technical standards developed by the Natural Resources -Conservation Service. Ttne-approved plan will be
filed at the farm and at the. office of the local. Soil. and.. Wat&. Conservation District. , I (we) know that any modification'
must be approved by'- a technical specialist "and''su6amined - to the Soil - aznd - Watei-' Conservation District piior" 6 -
implementation. A change in Iand,owneiship require "w"ritteti notification to DEM.or anew'certification.(if the approved
plan is changed) within 60 days of a title transfer;.
Name of Land Owner
Slgnaturv, Date: _
Name of Manager(if different from owner):
Signature: Dire:
AIVC August 1► 1997 1

;Sr1.
. xleaa��a
the allaie"=oy
Nano ,„of..Pffomw
. Address: •Rt
•�� l•�Fi,' c 'Yl 9 -�y. •; 'x ..,, �' i.arV{,jE :i': ,:y.;:.; :: fa'.�''�",k
Win � jyAM C�?r?�GTIO�i FOR WN O,, 3, =A== PZZ=4TS
` to`th:'aivl.ieol}.� dnm.alai-if.�aaQ.mint' at
(plsa;i. rant)
_,�. f. ,�,;..c_r:Z, ... .... - •Phone No•:•: � a - Z � ._
Farm location:" Latit�_and• Loijgitude:u'.'�_'��Mi S9 ." ((required) . Also; l
please: attac3i a'copy o� a county road nyap'with loca-tion' di iitiea...:
Type of operation {swine, -layer. dairy, etc.):
Des ign'pcapacity` (iiLWe
ir 'oa.n
f-ixoal"sj':,; - TgB a' _ E. s ;' _
Average'size of operation'(12 month population avg:):
Average acreage needed for' land application of waste (acres):
aaaanow aasmarms"aawaaaanow awaaaaaown maaaaasasau,aaaaaaaaaa
Tech--ical Specialist Cax•tificatioa
As a technical specialist designated by the North Carolina soil and Water
Conservation Commission pursuant to I5A NCAC 6F .0005, I certify that the new or
expanded animal waste management system as installed for the farm named above
has an animal waste management plan that, meets the design, construction,
operation and maintenance standards and specifications of the Division of
Environmental Management and the USDA -Soil Conservation Service and/or the North
Carolina Soil and Water Conservation Commission pursuant to 15A NCAC 2H.0217 and
15A NCAC 6F .0001-.0005. The following elements and their corresponding minimum
criteria-haua-been verified by me or other designated technical' specialists and
are included in the plan as applicable: minimum separations (buffers); liners or
equivalent for lagoons or waste storage ponds; waste storage capacity; adequate
quantity and amount of land for waste utilization (or use of third party) i access
or ownership of -proper waste application equipment; schedule for timing of
applications; application rates) loading., rat as; and the control of the discharge
of pollutants from stormwatar runoff events less severe than the 25-year, 24-hour
storm. -
Mama of Tachmical -S'na "lie (Please Print) GA`f
Affiliation: -I A%S
Address (Agency) : ' a e Zfiq Phone No. O ;SIL- 147T4
Signature: /.- .. _ - Date: g-Z•g=`q
aaaaaaaaawaanow aft own aaaaaaaaww�Ewa8tawaaaman aaaawaaaaaaaaaaaMau aaaa0ass
owner/Maaagar A�rawaat ,
I (we) understand the operation and' maintenance' procedures established in the
approved animal waste management plan for the faxm named above and will implement
these procedures. I (we) know that any additional expansion to the existing
design capacity of the waste treatmept and storage system or construction of new
facilities will require 'a new certification to be submitted to the Division of
Environmental Management 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 either through a man-made conveyance or through
runoff from a storm 'event less severe than the 2S-year, 24-hour storm. The
approved plan.will be filed at the farm and at the office of the local Soil and
Water Conservation District.
Name of Land
?'11S ignature
S IAA I'k% -• QAi vE► 4,
Bate:
Va.ma of Xanager, if different from owner (Pleas4 print):
Signature:
Date:
"XQXAi A change in land ownership 'requires
notification or anew
certification
(if the approved plan
is- changed) to
be submitted to the
Division of
Environmental Management
within.-60 days of
a title.transfer.
DEK' USE ONLY=AC4EWI

AN=LAL WJM R&M CZJtTX7XCATZOV .rG ,WW OR =VAX=D'IZZW,ATS
w�iw""�i '
� �
Please ret"'-ther , #", ►.
tt� *ia sq�l ad = Dirrisioa „at 1Gavironmaitat X=aQW"nt Pat
the address .oR'�thi TaagariloRiQiTos 'thii'�torm: `
Name of far=•(Pleaseprint) r= �tA►1 IV At% r 1.4 x s
Address: 3
hlAPAC&ON s im 7-1 T k k _ -... -.. Phone 'No . s
Count
Farm location: -^Latitude and Longitudes, '� 7' y/`t-Vel(riquirad)., .Also,
please attach-:� a copy of -a county road map with locaSioii identified.
Type of operation - (swine, layer, -dairy,'_etc.): S
Design capacity (number of animals):- %■3 -
--
Average•size of operation'(12 month population avg.):
Average acreage needed for .land application of waste (acres):
rraaaaarwwar•wwrrwrawrwwrwarwrR•awaaaaaaaararraywaawwaaarrrtiaaawwwr�raarraaawa
T•chstical Specialist Cartificatioa '
As a technical specialist designated by the North Carolina Soil and water
Conservation Commission pursuant to 15A NCAC 6F .0005, I certify that the new or
expanded animal waste management system as installed for the farm named above
has an animal waste management plan that meets the design, construction,
operation and maintenance standards and specifications of the Division of
Ennviromnental Management and the USDA -Soil Conservation Service and/or the North
Carolina Soil and Water Conservation Commission pursuant to 15a NCAC 2H.0217 and
15A NCAC 6F .0001-.0005. The following elements and their corresponding minimum
criteria -ha a -been verified by me or other designated technical specialists and
are included in the plan as applicable: minimum separations (buffers); liners or
equivalent for lagoons or waste storage ponds; waste storage capacity; adequate
quantity and amount of land for waste utilization (or use of third party) ; access
or ownership of 'proper waste application equipment; schedule for timing of
applications; application rates; loading,ratest and the control of the discharge
of pollutants from stormwatar runoff events less severe than the 25-year, 24-hour
storm.
Nara of Tschaical �+c alis (Please Print) : !^Ys<14 GAl,
Affiliation:
Address (Ace_ncy) : KO c 7-14V Phone No. a -53L- 1473=T
Signature: Date:,,
mannumnameam &=so a now n;,.A man saaa•swaaawas■a■mamma •wa•waaww•wwasrwaa••aaa
Owner/Haaagar AQr••m•at
I (we) understand the operation and maintenance procedures established in the
approved animal waste management plan for the farm named above and will implement
these procedures. I (we) know that any additional 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 Division of
Environmental Management 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 either through a man-made conveyance or through
runoff from a storm event less severe than the 25-year, 24-hour storm. The
approved plan will be filed at the farm and at the office of the local Soil and
Water Conservation District.
HAZa of Land
Signature
Na=a of Hxnacor, if
Date:
print) r
Signature: M ' Dater
M=4: A change in land ownership requires notification or a now certification
(if the approved plan is changed) to be submitted to the• Division of
Environmental Management within 60 days of a title transfer.
DER USE ONLY:AG�III

WASTE UTILIZATION PLAN
FOR
Stanley Cavena'Agh
nt e . 3, Box 183—D
Wallace NC 2S466
July 5, 1994
`1ou?, animal waste utilization plan has been specifically
developed for your- 5560 FEEDER TO FINISH SWINE operation.
The plan is based on the soil types, crops to be grown, and
method of appl.ication for your particular operation. The waste
must be land applied at a specified rate to prevent pollution
of surface 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 us -as nitrogen as
the limiting nutrient. Waste should be 'analyzed before each
application and annual soil tests are encouraged so that all
plant nutrients and lime can be balanced for realistic yield
of the crops to be grown.
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 environ—
mentally safe manner. Always apply waste based on the needs
of the crop to be grown and.the nutrient content of the waste.
The amount of available nitrogen for plant use is dependant on
the method of application. Soil type is important due to
different leaching potential and yield potential. Waste shall
not be applied to land eroding at greater than 5 tons per acre
per year. Do not apply waste on saturated soils or on l.and
when the surface is frozen. Either of these conditions may
result in runoff to surface waters. Wind conditions should
also be considered to avoid drift and downwind odor, problems.
To maximize the value of the nutrients for crop production and
reduce the potential for pollution, waste should be applied to
a growing crop or not more than 30 days prior to planting.
Soil incorporation of the waste will conserve nutrients and
reduce odor problems.
The acres needed to apply the anim_al,waste are based on
typical nutrient content far 'thf's`"type-of. facility. Annual
acreage requirements may be lore or iRss depending on the
specific waste analysis report for your facility at the•time
of irrigation.

.]
Your waste utilization plan is based on the following:
TABLE A. AMOUNT OF WASTE PRODUCED PER YEAR
-------------------------------------------------------------------------
I NUMBER OF I ITONS WASTE PER I TONS WASTE I
I ANIMALS I TYPE OF ANIMALS 1 1000 ANIMALS I PER YEAR I
i----------- I------------------------------ I----------------- I ------------ I
1 2580 1 FEEDER TO FINISH 1 1900 1 490E 1
TABLE B. SUMMARY OF CROPS BY FIELD
I TRACT
I FIELD
I -------
I SOIL
I ACRES
i-----
I CROP
I --------------------
ICROPCODE:
I----------
1 4439
1 1
I------
1 FoA
11.03
------------
1 HYBRID BERMUOPG?ASS HAY
I-------- I
I EH I
1 4439
1 1
1 La_tA
1 1,41. 76
1, TALL FESCUE PASTURE
I FE I
1 4439
----------------------------------------------------------------------------
1 1
1 ToA
1 L9. 66
I TALL FESCUE PASTURE
I FE I
TABLE C. SUMMARY OF CROPS, YIELD, AND NUTRIENT REQUIREMENTS BY SOIL TYPE
I CROP
ISOILIYIELDIUNITSITGTAL N1 *TOTAL
P 1 *TOTAL K I
!------------_---------------
I HYBRID BERMUDAGRASS HAY
I --- I -----_ I --__
IFoA 16.0 ITONS
I ------- I ---------
1300 10
I ----------
1140
— 160 I
1 TALL FESCUE PASTURE
1LuA 14.5 ITONS
1225 110 — 30
120
— 40 1
1 TALL FESCUE PASTURE
1ToA 13.0 ITONS
1150 110 — 30
120
— 40 1
* Total phosphate and potash
amolints should'be
confirmed with
a soil
test.
TABLE D. WASTE MANAGEMENT BY FIELD
I
I I
CROPIWASTE APF'LI TYPE
IWASTE N I
COMM NI
MONTHS TO
APPLY I
I TRACT
l-------
IFIELDI
CODEI METHOD
I WASTE
1 LB/AC I
LP/AC I
ANIMAL WASTE
I
I
14439
I---- i----
1 1 1
I---------
BH 1IRRIGATE
I---------
ISWINE '1
I------
300
I ---- -- I
1 0 ].APRIL
------------------
TO
OCT I
14439
1 1 •1
FE 1IRRIGATE.
ISWINE
1 EE5
1 0 1
SEPT—NOV
& FES—APR[
14439
1 1 1
FE 1IRRIGATE-
ISWINE
1 150
1 0 1
SECT—NOV
& FEB—APRI

1 J.
WETLANDS
WILL SITE INVOLVE. CLEARING WOODLAND- OR ANY
NON -CROPLAND? YES----- NO ✓-
Ig yes, producer must complete -a Form AD-=1026:
WILL ACTION RESULT IN SWAMPBUSTING? YES---- NO-`�
IF WETLANDS ARE INVOLVED, IT IS THE RESPONSIBILITY OF THE
PRODUCER TO CONTACT THE US ARMY CORP OF ENGINEERS AND THE
DIVISION OF ENVIRONMENTAL MANAGEMENT TO DETERMINE. IF
ADDITIONAL PERMITS ARE REQUIRED. NO WETLANDS SHOULD BE '
ALTERED UNTIL PRODUCER RECEIVES WRITTEN APPROVAL FROM.SCS,
US ARMY CORP-OF ENGINEERS AND NC DIVISION OF ENVIRONMENTAL
MANAGEMENT.
.(A copy of AD-1026 and CPA-026 should be attached to
site evaluation.)
OTHER ENVIRONMENTAL FACTORS
IS ENDANGERED AND/OR THREATENED SPECIES HABITAT
PRESENT? YES----; NO-
IS A DESIGNATED NATURAL SCENIC AREA INCLUDED IN THE
PLANNING AREA OR WILL PLANNED ACTIONS IMPACT ON AN•
ADJACENT NATURAL SCENIC AREA? YES-=-- No-- -
IS AN ARCHAEOLOGICAL OR HISTORICAL SITE LOCATED IN TH�
PLANNED AREA? YES---- NO----
ARE THERE PRIME, UNIQUE, STATE OR LOCALLY IMPOR T
FARMLANDS IN THE OPERATING UNIT? YES---- NO --
WILL THE ACTION RESULT IN SODBUSTING? YES---- NO---=
If yes to any ofi' these quest;ons, refer to form NC-CPA-16
for policy sources. The formidoes not need to be
completed.
ODOR CONTROL
HAS ODOR CONTROL BEEN DISCUSSED WITH PRODUCER`S .......
........PREDOMINANT WIND DIRECTION? YES---- NO ----
........POSSIBLE EXPANSION OF TREATMENT
VOLUME FROM 1 CU.FT. UPWARDS TO -
3 CU. FT./LB. OF ANIMAL? YES---- NO---
........ PRECHARGING LAGOON WITH FRESH
WATER TO AT LEAST 1/2 OF THE
CAPACITY? YES---- NO----
........ USING GOOD SOUND JUDGMENT IN
LAND APPLICATION OF WASTE? YES---- NO ----
Page 2
L•

U
WASTEMANAGEMENT
.. _ ... , ....
DOES PRODUCER OWN ENOUGH LAND,TO PROPERLY LANL ,
APPLY,WASTE?. YES---, NO= ---
IF NO,DOES PRODUCER HAVE ACCESS TO.
MORE ' LAND? YES----- NO----
IF.-LAND IS; NOT OWNED 'BY PRODUCER,
CAN PRODUCER GET AGREEMENT ON LAND
ON WHICH TO APPLY WASTE? YES---- NO ---
(Attach #ante Utilization Plan to site. evaluation.)
SOIL INVESTIGATION -- VALID ONLY IF SOIL INVESTIGATION
SHEET ATTACHED
IS SOIL SUITABLE FOR LAGOON? YES-�-- NO------
ISA CLAY LINER REQUIRED? YES------ No------
IFYES, IS CLAY AVAILABLE ONSITE? YES------ NOS---
QUESTIONABLE-----
IS . A CORE TRENCH REQUIRED? YES------ NO-`T--
(Attach soil investigation sheet to site evaluation.)
SITE APPROVED YES----- NO------ CONDITIONAL= -----
COMMENTS-1'4- _1�� _� +Lit�__a__.� 0 2,D _fc2�i 8Sc• �
-----------
THIS SITE INVESTIGATION IS VALID AS LONG AS THE DESIGN AND
CONSTRUCTION OF LAGOON CONTINUES IN REASONABLE TIME'
PERIOD. UNDUE DELAYS OR HESITANCY IN CONSTRUCTION MAY
REQUIRE THAT SITE EVALUATION BE INVALIDATED. f
SIGNATURE--_66__ __--�T---
Page . 3 ,

I
April 26, 2000
Stanley Cavenaugh Farm
4031 NC 41 S
Wallace, NC 28466
Attn: Hogue Cavenaugh
Subject: Irrigation Installation
Stanley Cavenaugh Farm
Dear Mr. Cavenaugh,
I have inspected the irrigation system at the above mentioned farm and it was observed to
have been installed and operating in Fields 2 & 3 as shown on the irrigation field map in
accordance with the approved design and the NRCS standards and specifications. The
underground pipe had not been installed in Field 1 as of this date and will require
inspection at the time of installation. This field may be irrigated with aluminum pipe.
If you have any questions concerning this matter, please contact me at [phone].
Sincerely,
M. Kevin Weston
C.I.D.; Technical Specialist

"... ., ti; 1
UNITED STATES SOIL
DEPARTMENT OF CONSERVATION
AGRICULTURE SERVICE•
WASTE MANAGEMENT FACILITY SITE EVALUATION
GENERAL INFORMATION
------
TELEPHONE qi0 �G�o
LOCAT ION--�9—
A --�---a------
SIZE OPERATION.Uh-L ------
LOCATION DATA
DISTANCE FROM NEAREST RESIDENCE NOT OWNED BY
PRODUCER -----FT.
IS SITE WITHIN 100-YEAR FLOOD PLAIN? YES----- NO-,'---
If yes, SCS cannot provide assistance.
IS SITE AT LEAST 100 FT. FROM A "BLUE LINE"
PERENNIAL STREAM? YES- ✓ NO ----
If no, site must be relocated.
IS SITE WITHIN 1 MILE ZONING -JURISDICTION
OF A MUNICIPALITY? YES----- NO 4/
If yes, landowner should consult With local zoning board
about required permits. Permits must be obtained prior
to design approval.
Are utilities 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.)
Page l

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l.1 CEPAitTmENT0VAGRICIJLTURE"`"-�
lsw 3-70 {"' " � � µ - , ,Zcm CONSERVATION SERVIC
• 0 L�fR ��i` -�~+ 1 � .r' �: � _, 1 i Sj'... 5 . .. f .. F'•y
I SOIL INVESYIGATI011 TO DETERMINE, SUITABILITY OF .PROPOtED POND SITE:: ins^;;
FART ER S NAME •r „•.: _� t tt �.t� tU •. i DISTRICT �_
DATE. T l r : =i �� :COUNTY ' ► •', I !
S. C. S. PHOTO SKEET NO. WORK UNIT
I WATERSHED AREA MFhSUREMI:tiiS
CROPLAND .j%CRFS PASTURE____._. ACRES
r..
WOODLAND ACRES TOTAL ACRES POND CLASS WORK U241T CONSERVATIONIST
SKETCH OF PROPOSED'POND SHOWING WHERE BORINGS WERE MADE (Approx. scale Ir'++, ate'
locale rcfcrcnce Point 7n center line of dam and lda,dfy m sketch. .
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' TYPES OF MATERIAL ENCOUNTERED IN BORINGS
(Use one of systems below)
UNIFIED CLASSIFICATION
USDA CLASSIFICATION '
GW -wall graded "gravels; •"gravel, sand mix
_
g-giaveh
I Gp-poorly graded gcabcls:. w ....:
j GM-Si3ty�gravels; gravel -sand -silt mix
s-sand•'' . •.:
vfs-verylke sand
I .a
GC -Clayey gravels; gravel -sand -clay mix
sl-sandy learn
S1l(-well graded sands; sand-gr4yel mix
fsi=fine sandy loani' '.
Sp -poorly graded wads
l-•loam. , -
-
SAS -Silty sand
.
gI - gravelly. loam • .
SC -Clayey sands; sand -clay mixtures
ML-Silts; silty, v. fine sands; sandy orclayey silt
'
si-silt
'sil-silt loam
CL-CIays of low to medium plasticity
Cl -clay loam
CH -Inorganic clays of high.plasticity,
sicl-silty clay loam
MH-Elastic silts
scl-sandy clay loam
OL-Organic silts and silty clays, low plasticity
sic -silty clay
'OH -organic clays, medium to high plasticity
c-clay
L Suitable material for embaalanent is available
0
Yee, Q No •(tndicalo -A," tocarea on the skerd, on
• ra.erss srGsl
i
.
2 Es, lain ha=rde requisiag epecial attention in design McfPaoo uf&+a,•.vck rrCj
GEN ?-kL REMARKS;
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tit

S CD 1
•N: k'�,1:•ty .. t.r •.r..�, .�.. ..ri:'t i� �! i ! �:LAF) N r;:� .•1 1.•. 6r.r. , r S
r ... :,�.. .. ,....,. �. r,tD C.+.0 �._.� ..r:�::l,ri•LICATI0N FL TES
I . SAMPLE COLLECT 1014 .
A. Liquid Manure Slurry '
I. Under -slotted -floor pit
a. Use a length of 1/2' 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.
C. 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 1/2 pint
i nto -sample container.
2. 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 tha,mOure spreader and place.in a bucket.
c.-= Thoroughly mix and empty 1�%2,pint into sample container.
II. SAMPLE PREPARATION AND TRANSFER
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 Hay.
Dry litter may also be placed in a sealed plastic bag such as a freezer bag.
B. The sample should be refrigerated, iced or cooled, if possible, or trans-
ferred to' the lab immediately.
C. Hand -delivery is the most reliable way of sample transfer, but it can also
be mailed.
D. If nailed, sample container should first be protected with a packing material
such as newspaper, then boxed or packaged with wrapping paper and taped.
. E. The NCDA Plant Analysis Lab provides this service for a nominal fee of
$4 per sample which should be forwarded along with the sample.

PSNCii 1
1. Address:''14 C. peparustient of Agriculture
Plant Analysis Lai' •—
Agi-onomic Division
Blue Ridge Road Center
Raleigh, NC 27611
Ph: [phone]
Attn: Or. Ray Campbell
F. Request that as a minimum the following analyses be performed:
I. Total nitrogen (TKN)
2. Ammonia nitrogen (Ni{ H)
'3. Total phosphorus ,(TP
4. Potassium .(K)
S. pry litter samples should also include a total solids (TS) analysis.
G. Other analyses performed at no extra cost by NCON include trace minerals.
06

�. , e y
iquid ~
PSWCD 2
8. Lagoon Liquid
1. Collect approximately 1/2 pint of recycled lagoon liquid from the
inflow pipe to the fidsh tanks.
2. From lagoon
a. Place a small bottle (1/2 pint or less) 'on' the end of a 1'0-15
foot long pole.
b. Extend the bottle 10-15 feet away from the bank edge.
c. Brush away any floating scum or debris so it is not -collected
with sample. -
d. Submerge the bottle within 1 foot of the liquid surface.
e. Repeat at approximately 5 locations around the lagoon, place
into a bucket, thoroughly mix, and empty 1 pint into sample
container.
3. From.a multi -stage lagoon system collect sample from lagoon that
is going to be irrigated from. R
[ I . SAjf,PLE PREPARATION AND TRANSFER
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 al �o'•-be placed in deal ed plastic bag such as a freezer bag.
B: The sample should be refrigerated, iced or cooled, if possible, or trans-
ferred to the lab immediately.
C. Hand -delivery is the most reliable way of sample transfer, but it can also -
be mailed.
0. If mailed, sample container should first be protected with a packing material
such as newspaper. then .boxed 'or packaged with wrapping paper and taped.
E• The NCDA Plant Analysis -Lab provides this service for a•nominal fee of
S�4 per sample which should be forwarded along with the sample.
1. Address: : 14. C• Department of Agriculture
Plant Analysis Lab
Agronomic Division
Blue Ridge Road Center
Rai eigh'; ` NC- 27611
..^.�tn: ; Or, ° ..,Campbel i
11

2. -Assess the extent of the spill 'and note any obvious damages.
a. Did the waste reach any surface waters?
b. Approximately how much was released and for what duration?
c. Any damage notes, such as employee Injury, fish kills, or property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
f. Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger (either on or off the property)?
h. How much reached surface waters?
3. Contact appropriate agencies.
a. During normal business hours call your DWQ regional office; Phone - -. After
hours, emergency number: 919-733-3942. Your phone call should include: your
name, facility number, telephone number, the details of the incident from item 2
above, the exact location of the facility, the location or direction of movement of
the spill, weather and wind conditions. The corrective measures that have been
under taken, and the seriousness of the sitution.'
b. If spill leaves property or enters surface waters, call local EMS phone number.
c. Instruct EMS to contact local Helath Department.
d.. Contact CEs, phone number - , local SWCD office phone number - -, and local
NRCS office for advice/technical assistance phone number - -.
4. If none of the .above works call 911 or the Sheriff's Department and explain you
problem to them and ask the person to contact the proper agencies for you.
5. Contact the contractor of your choice to begin repair or problem to minimize off -
site damage.
a. Contractors Name:
b. Contractors Address
c. Contractors Phone:
6. Contact the technical specialist who certified the lagoon (NRCS, Consulting
Engineer, etc.)
a. Name: Apv,)� Q
b. Phone: 9ra - ' Z 9
7. Implement procedures as advised by DWQ and technical assistance agencies to
rectify the damage, repair the system, and reassess the waste managment plan to
keep problems with release of wastes from happening again.
2

INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS
Source Cause BMP's to Minimize Odor Site Specific Practices
(Liquid Systems)
Flush Gutters Accumulation of solids I I Flush system is designed and operated
sufficiently to fimove eceumulated
solids from gutters se designed.
( ) Remove bridging of accumulated solids at
discharge
Lagoons and Pits Crusted Solids aintain lagoons, settling basins and
pits whets pest breeding Is apparent to
rr"rNzs the crusting of solids to a depth
of no more than 8-8 Inches over more than
Excessive Vegetative Decaying vegetation
Growth
Feeders Feed Spillage
Feed Storage Accumulations of feed residues
Animal Holding Arose Accumulations of animal wastes
and feed wastage
V-fMainWn vegetative control &tong banks of
lagoons and other impoundments to prevent
accumulation of decaying vegetative matter
along water's edge on impoundment's perimeter.
(Dry Systems)
Design, operate and maintain food systems (e.g.,
bunkers and troughs) to minimize the accumulation
of caying wastage.
—41 Clean up spillage on a routine basis (e.g. 7-10 day
Interval during summer, 15.30 day interval during winter).
Reduce moisture accumulation within and around
Immediate perimeter of feed storage areas by
Insuring drainage away from site and/or providing
adequate containment le.g., covered bin for
brew 's grain and similar high moisture grain
ducts).
Inspect for and remove or break up accumulated
solids in filter strips around feed storage of needed
liminate low area that trap moisture along fences
and other locations where waste accumulates and
and disturbance by animals is minimal.
1449tZintain fence rows and filter strips around animal
holding areas to minimize accumulation@ of wastes
(i.e. Inspect for and remove or break up accumulated
solids as needed).
AMIC--November 11, 1998

,
r
p
r
Dry Manure Ftandling Acoq nmuiationa. of animal wastes Remove spillage on a routini basin (e.g. 7--10 day
Systems Interval during summer; 15.30 days interval during
winter) where manure Is loaded for land application
or disposal.
Pro ' e for adequate drainage around manure stockpiles.
Inspect for and remove or break up accumulated wastes
in filter stripes around stockpiles and manure handling
areas as needed.
The issues checked ( ) pertain to this operation. The landowner/integrator agrees to use sound judgment in applying
insect control measures as practical.
I certify the aforementioned insect control Best Management Practices have been reviewed with me.
r
. 6�� (,��
(Land wner Signature)
For more Information contact the Cooperative Extension Service, Department of Entomology, Box 7013, North Carolina State University, Raleigh, NC
27695-7613.
AMID -November 11, 1996

- SWINE FARM WASTE MANAGEMENT ODOR CONTROL -CHECKLIST
Source Cause BMP'S to Minimize Odor Site Specific Practices',
or
—4 'Recommended best management
Good judgment and common sense
Animal body surfaces Dirty manure -covered animals I l Dry floors
Floor surfaces Wet manure -covered floors -I-) Slotted floors; •
�fwastorsri located over slotted floors;
( 1 Feoders at high end of solid floors;
I ) Scrape manure buildup from floors; ,
�erfloor ventilation for drying.
Manure collection pits Urine requent manure removal by flush,pit
racharge,or scrape
Parital rricorbial decomposition Underfloor ventilation
Ventilation exhaust fens Volatile gases; an maintenance;
Dust fflcient air movement
Indoor surfaces Dust Washdown between groups of animals
(? Feed additives;
( ) Fewer covers;
Feed delivery downspout extenders to
fseder covers
Flush tanks Agitation of recycled lagoon (] Flush tank covers
liquid whiles tanks are filling () Extend rill lines to near bottom of
tanks with anti -siphon vents
Flush alleys Agitation during wastewater Underfloor flush with underfloor
conveyanance ventilation
Pit recharge points Agitation of recycled lagoon xtend rechard lines to near bottom of
liquid while pits are filling pits with anti -siphon vents
Lift stations Agitation during sump tank filling () Sump tank covers and drowdown
Outside drain collection Agitation during wastewater O Box covers
or junction boxes conveyance
End of drainpipes at lagoon Agitation during wastewater xtend discharge point of pipes
underneath Iegoon liquid level
Lagoon surfaces Volatile gas emissions ) Proper lagoon liquid capacity
Biological mixing �r et lagoon startup procedures
Agitation nwm surface sree-to-volume ratio
e"'ixilimurn' agitation when pumping
�rtachenical aeration
>rFroven biological.addidves
Irrigetion sprinkler nozzles High pressure agitation
Wind draft
on dry days with little or no wind
nil NGnimurn recommended operation pressure
rt �u Intake near lagoon liquid surface
if'T Pump from second•stego lagoon
AMOC--November 11. 1996

Storage tank or basin
Pardil•microbial decomposltion
(} Bottom or midiivel loadinpi �-
surface
Mixing while filling
1 rank covers
Agitation when •emptying
( I Basin surface mats •of soGde:
I Proven biological additives or oxidants
Settling basin surface
Partial micobial decomposition
( I Extend drainpipe. outlets underneath liquid
Mixing while rolling
level
Agitation when emptying
I Remove settled solids regularly
Manure, slurry or sludge
Agitation when spreading
(] Soil injection of alurry/sludges
spreader outlets
Volatile gas emissions
1 I Wash residual manure from spreader after use
1 i Proven biological additives or oxidants
Uncovered manure, slurry
Volatile gas emissions while drying
{ I Soil infection of slurry/sludges
or sludge on field surfaces
( I Soil incorporation within 48 hours
I i Spread In thin uniform layers for rapid drying
I Proven biological additives or oxidants
Dead "male
Carcass decomposition
i Proper disposition of carcasses
Deed animal disposal
Carcass decomposition
1 I Complete covering of carcasses in burial pits
pits 0
( I Proper location/construction of disposal pits
Incinerators Incomplete combustion () Secondary stock burners
Standing water around Improper drainage efTGrado and landscape such that water drains
facilities Microbial decomposition of away from facilities
organic matter
Manure tracked onto public Poorly maintained access roads Farm access road maintenance
roods from fans access
Additional Information:
Available From:
Twine Manure Management; 0200 Rule/BMP Packet NCSU-County Extension Center
Twine Production Farm Potential Odor Sources and Remedies, EBAE Fact Sheet
NCSU-BAE
Twine Production Facility Manure Management: Pit Recharge --Lagoon Treatment; EBAE 128-88
NCSU•BAE
;wine Production. Facility Manure Management: Underfloor Flute --Lagoon Treatment; EBAE 129-83
NCSU-BAE
-agoon Desig and Management for Livestock Manure Treatment and Storage; EBAE 103-83
NCSU-BAE
:alibration of Manure and Wastewater Application Equipment; EBAE Fact Sheet
NCSU-BAE
:ontrolling Odors from Swine Buildings: PIH-33
NCSU-Swine Extension
:nvironmental Assurane Program: NPPC Manual
NC Pork Produces Assoc
]ptions for Managing Odor; a report from the Swine Odor Task Force
NCSU Agri Communications
auisance Concerns in Animal Manure Management: Odors and Flies; PR0107, 1995 Conference Proceedings
Florida Cooperative Extension
'he issues chocked { } pertain to this operation. The landowner integrator agrees to use sound judgment in applying
)dor control measures as practical.
certify the aforementioned odor control Best Managment Practices have been reviewed with me.
A",
(Landowner S' nature} .1e A4
�.MOC..Alowmber 1 f, 1998

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

�. „+ � � t �• - •� ��-• System Calibration
Information presented In manufacturer's charts are based on average operation
conditions with relatively new equipment. Discharge rates and application rates
change over time as equipment gets older and components wear. In particular,
pump wear tends to reduce operating pressure and flow. With continued use,
nozzle wear results in an increase in the nozzle opening which will increase the
discharge rate while decreasing the wetted diameter.
You should be aware that operating the system differently than assumed in the
design will alter the application rate, diameter of coverage, and subsequently the
application uniformity. For example, operating the system with excessive pressure
results in smaller droplets, greater potential for drift, and accelerates wear of the
sprinkler nozzle.. Clogging of nozzles can result in pressure increase. Plugged
intakes or crystallization of mainlines will reduce operating pressure. Operating
below design pressure greatly reduces the coverage diameter and application
uniformity.
For the above reason,- you should calibrate your equipment on a regular basis to
ensure proper. application rates and uniformity. Calibration at least once every
three years is recommended. Calibration involves collecting and measuring flow at
several locations in the application area. Any number of containers can be used to
collect flow and determine the application rate. Rain gauges work best because
they already have a graduated.scale from which to read the application amount
without having to perform additional calculations. However, pans, plastic buckets,
jars, or anything with a uniform opening and cross-section can be used provided
the liquid collected can be easily transferred to a scaled container for measuring.
For stationary sprinklers, collection containers should be located randomly
throughout the application area at several distances from sprinklers. For traveling
guns, sprinklers should be located along a transect perpendicular to the direction
of pull. Set out collection containers 25 feet apart along the transect on both
sides of the gun cart. You should compute the average application rate for all
nonuniformity of the application. On a windless day, variation between containers
of more than 30 percent is cause for concern. You should contact your irrigation
dealer or technical specialist for assistance.
•Reprinted for ceraricatlon rraining for operations of Animal Waste Management Systems Manual

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

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

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

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

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

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

EMERGENCY -ACTION.'PLAN '
PHONE .NUMBERS
r " t Y. C.^1' '• • .J o t'�tF= �... r r . r . 3.. ; v S tiff b; .;
DIVISION OF WATER QUALITY JDWQf
EMERGENCY MANAGEMNET SERVICES tEMSj
SOIL AND WATER CONSERVATION DISTRICT (SWCD)
NATURAL RESOURCES CONSERVATION SERVICE (NRCS)
COOPERATIVE EXTERSION SERVICE (CES)
This plan will be implemented in the event that wastes from your operation are leaking,
overflowing or running off site. You should not wait until Wastes reach surface waters
or leave you property to consider that you have a problem. You should make every
effort to ensure 'that this does not happen. This plan should be posted I an accessible
location for all employees at the facility. The following are some action items you should
take.
1. Stop the release of wastes. Depending on the situation, this may ore may not be
possible. Suggested responses to some possible problems are listed belwo.
A. Lagoon overflow -possible solutions are:
a. Add soil to berm to increase elevation of dam.
b. Pump wastes to fields at an acceptable rate.
c. Stop all flows to the lagoon Immediately.
d. Call a pumping contractor.
e: Make sure no surface water is entering lagoon.
B. Runoff from waste application field -actions include:
a. Immediately stop waste application.
b. Create a temporary diversion to contain waste.
c. Incorporate waste to reduce runoff.
d. Evaluate and eliminate the reason(s) that cause the runoff.
e. Evaluate the application rates for the fields where runoff occurred.
C. Leakage from the waste pipes and sprinklers -action include:
a. Stop recycle pump.
b. Stop irrigation pump.
c. Close valves to eliminate further discharge.
d. Repair all leaks prior to restarting pumps.
D. Leakage from flush. systems, houses, solid separators -action include:
a. Stop recycle pump:
b. Stop irrigation pump..
c. Make sure siphon occurs.
d. Stop all flows in the house, flush systems, or solid separators.
E. Leakage from base orsidewall of lagoon... Often this is seepage as opposed
to flowing ,jeok.5-possible,actiom .
a. Dig a small sump or ditch from the embankment to catch all
seepage, put in a submersible pump, and pump back to lagoon.
b. If holes are causedy.tiixowaing animals, trap or remove animals and fill
holes and compact with_"a clay type soil.
c". Have a -professional evaluate the condition of the side wails and lagoon.
bottom as soon as possible.

6
a
2. Assess. the extent of the splll 'and note any obvious damages.
a. Did the waste ?each any surface .`waters? ','.Y=
b.' Approximately how much was released and for what duration?
c. Any damage notes, such as employee injury, fish kills; or'property damege? .
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
f. Could a future rain event cause the spill.to reach surface waters?
g. Are potable water wells in danger (either on or off the property)?
h. How much reached surface waters?
3. Contact appropriate agencies.
a. During normal business hours call your DWQ regional office; Phone - -. After
hours, emergency number: 919-733-3942. Your phone call should include: your
name, facility number, telephone number, the details of the incident from item 2
above, the exact location of the facility, the location or direction of movement of
the spill, weather and wind conditions. The corrective measures that have been
under taken, and the seriousness of the sitution.
b. If spill leaves property or enters surface waters, call local EMS phone number.
c. Instruct EMS to contact local Helath Department.
d. Contact CEs, phone number - , local SWCD office phone number - -, and local
NRCS office for advice/technical assistance phone number - -.
4. If none of the above works call 911 or the Sheriff's Department and explain you
problem to them and ask the person to contact the proper agencies for you.
5. Contact the contractor of your choice to begin repair or problem to minimize off -
site damage.
a. Contractors Name:
b. Contractors Address
c. Contractors Phone:
6. Contact the technical specialist who certified the lagoon (NRCS, Consulting
Engineer, etc.) -
a. Name: ANk
b. Phone: qia - S3 t- - 54-t 9
7. Implement procedures as advised by DWQ and technical assistance agencies to
rectify the damage, repair the system, and reassess the waste managment plan to
keep problems with release bf wastes from happening again.
2

-----INSECT CONTROL•CHECKLIST•FOR ANIMAL OPERATIONS "• -
Source Cause BMP's to Minimize Odor Site Specific Practices
ILlquid Systems)
Flush Gutters Accumulation of solids ( ) Flush system is designed and operated
sufficiently to rimove accumulated
solids from putters as designed.
1) Remove bridging of accumulated solids at
discharge
Lagoons end Pits Crusted Solids eintain lagoons. settling basins and
pits where pest brooding is apparent to
minimize the crusting of solids to a depth
of no more than 6-8 inches over more than
rxcesslvo vageLaUve LFocayrng vewacauon
Growth
Feeders Food Spillage
Feed Storage Accumulations of food residues
Animal Holding Areas Accumulations of animal wastes
and food wastage
rrr mwncwn vagaiauva run{rul 01ung vans OT
lagoons and other impoundments to prevent
. coumulation of decaying vegetative matter
along water's edge on impoundment's perimeter.
(Dry Systems)
Design, operate and maintain feed systems (e.g.,
bunkers and troughs) to minirnizo the accumulation
of caging wastage.
Clean up spillage on a routine basis (o.g. 7-10 day
Interval during summer; 15-30 day interval during winter).
Reduce moisture accumulation within and around
Immediate perimeter of feed storage areas by
Insuring drainage away from site and/or providing
adequate containment (e.g., covered bin for
Z
's grain and similar high moisture grain
ts).
for and remove or break up accumulated
solids in filter strips around food storage as needed,
note low area that trap moisture along fences
and other locations where waste accumulates and
and disturbance by animals Is minimal.
14-MaWintain fence rows and filter strips around animal
holding areas to minimze accumulations of wastes
Il.e. Inspect for and remove or break up accumulated
solida'as needed).
AMIC»November 11. 1996

Dry Manure Handling AoaunvAotlons of animal wastes Remove spillage on a routine eaels (e.g. 7.10 day
Systems Interval during summer. 16-30 days Interval during
winter) where manure is loaded for land application
or disposal.
11 Pro - a for adequate drainage around manure stockpiles.
lnapset for and rsmove or break up accurnulated wastes
In filter stripes around stockpiles and manure handling
areas as needed.
The issues checked (j pertain to this operation. The Ian down erAntegrator agrees to use sound judgment in applying
insect control measures as practical.
I certify the aforementioned insect control Best Management Practices have been reviewed with me.
r
S_
1Lande
r Signature)
For more Information contact the Cooperative Extension Service, Department of Entomology, Box 7613, North Carolina State University, Raleigh, NC
2769S-7813.
AMIC-:November 11. 1996

TSWINE FEMENT ODOR CONTROL CHECKLIST
Source Cause
BMP's to Mirtimize Odor :' "' �' Site Specific Practices"
� � .
Farmstead Swine production epaftatlw or wooded buffers;.
ocommanded best management
prs es;
Good judgment and common @ones
Animal body surfaces Dirty manure -covered animals- I Dry floors
Floor surfaces Wet manure -covered floors -1-1 Slotted floors; '
,t_r<8tersrs located over slotted floors;
f I Feeders at high end of solid floors;
i I Scrape manure buildup from floors;
nderfloor ventilaBon for drying.
Manure collection pits Urine requent manure removal by flush.pit
recharge.or @crepe
Parital micorbiel decomposition Underfloor ventilation
Ventilation exhaust fans Volatile gases; on maintenance;
• Duet fficient air movement
indoor surfaces Dust Washdown between groups of animals
II Food additives;
(ear covers;
Feed delivery downspout extenders to
feeder covers
Flush tanks Agitation of recycled lagoon ( I Flush tank covers
liquid whiles tanks are filling ( I Extend fill lines to nose bottom of
tanks with anti -siphon vents
Flush alleys Agitation during wastewater Underfloor flush with underfloor
conveyenanee ' ventilation
Pit recharge points Agitation of recycled lagoon xtend rechard lines to nest bottom of
liquid while pits are filling pits with anti -siphon vents
Lift stations Agitation during sump tank filling ( I Sump tank covers _
and drawdown
Outside drain collection Agitation during wastewater ( I Box covers
or junction boxes conveyance
End of drainpipes at lagoon Agitation during wastewater 7FF1t.1d discharge point of pipes
underneath lagoon liquid level
Lagoon surfaces Volatile gas emissions ) Proper lagoon liquid capacity .
Biological mixing r ct lagoon startup procedures
Agitation mum surface area -to -volume ratio
A, I A�Inirtum agitation when pumping
�Aechardaalaeration
,oven bialogical.additives
Irrigation sprinkler nozzles High pressure agitation Irt—Wr ate on dry days with little or no wind
Wind draft e-f) Kninwm recommended operation pressure
rani Intake near lagoon liquid iurf"o
from second -stage lagoon
AMOC--November 11. 199f1

Storage tank or basin �,. PiNahmioroblal decomposition
{ )Bottom or midlevel loading
surface
Mixing while filling ?
(1 Tank covers
Agitation when emptying -
41 Basin surface mats of solids ,•.
(1 Proven biological additives or oxidants
Settling basin surface
Partial micobiel decomposition
( j Extend drainpipe outlets underneath liquid
Mixing while filling
level
Agitation when emptying
I ) Remove settled solids regularly
Manure. slurry or sludge
Agitation when eprooding
I i Soil injection of alurryleludges
spreader outlets
Volatile gas emissions
I 1 Wash residual manure from spreader after use
( 1 Proven biological additives or oxidants
Uncovered manure, slurry
Volatile gas emissions while drying
( 1 Sal infootion of alurry/sludges
or sludge on field surfaces
1 Sail incorporation within 48 hours
1 Spread in thin uniform layers for rapid drying
(1 Proven biological edditivetr or oxidants
Dead animals
Carcass decomposition
) Proper disposition of carcasses
Dead animal disposal
Carcass decomposition
( ) Complete covering of carcasses in burial pits
pits
I ) Proper locatlon/construction of disposal pits
Incineratom
Incomplete combustion
( 1 Secondary stack burners
Standing water around
Improper drainage
Grede end landscape such that water drains
facilities
Microbial decomposition of
away from facilities
organic matter
Manure tracked onto public
Poorly maintained access roads
4TFaffn access road maintenance
roads from fart access
4dditional Information:
Available From:
Swine Manure Management; 0200 Rute/BMP Packet NCSU-County Extension Center
Swine Production Farm Potential Odor Sources and Remedies, EBAE Fact Sheet
NCSU-SAE
Swine Production Facility Manure Management: Pit Recharge --Lagoon Treatment; EBAE 128.88
NCSU-BAE
Swine Production Facility Manure Management: Underfloor Fluse—Lagoon Treatment; EBAE 129-88
NCSU-SAE
.agoon Delia and Management for Livestock Manure Treatment and Storage; EBAE 103-83
NCSU-BAE
:alibration of Manure and Wastewater Application Equipment; EBAE Fact Sheet
NCSU-BAE
:ontrollino Odor@ from Swine Buildings; PIH-33
NCSU-Swine Extension
:nvironmente! A@surane Program: NPPC Manual
NC Pork Produces Assoc
)ptions for Managing Odor; a report from the Swine Odor Task Force
NCSU Agri Communications
luisance Concerns in Animal Manure Management: Odor@ and Flies; PRO107, 1995 Conference Proceedings
Florida Cooperative Extension
-he issues checked ( ) pertain to this operation. The landownerPntegrator agrees to use sound judgment in applying
1dor control' measures as practical.
certify the aforementioned odor control Best Managment Practices have been reviewed with me.
(Landowner S' nature)
Moc--November 11, 199e

.-,. ,mow. ....,... .
MORTALITY. MANAGEMENT METHODS
(check- which methods) are being implemented)
( ) Burial three feet beneath the surface of the ground within 24 hours
after knowledge of the death. The burial be at least 300 feet from
any flowing steam or public body of water.
F
Rendering at a rendering plant licensed under G. S. 9 06-168.7
( ) Complete incineration
( } In the case of dead poultry only, placing in a disposal pit of a size and
design approved by' the Department of Agriculture.
} Any method which in the professional opinion of the State
Veterinarian would make possible the salvage of part of a dead
animal's value without endangering human or animal health.. (Written
approval of the State Veterinarian must be attached)

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

OPERATION & MAINTENANCE PLAN, -
Proper lagoon liquid management should be a ear -round priority. T •It is especially
important to manage Ievels so that you do not have problems during extended rainy and
wet periods.
Maximum storage capacity should be available in the lagoon for periods when the
receiving crop is dormant (such as wintertime for bermudagrass) or when there are
extended rainy spells such as the thunderstorm season in the summertime. This means
that at the first signs of plant growth in the later winter/early'spring, irrigation according to
a farm waste management plan should be done whenever the land is dry enough to
receive lagoon liquid. This will make storage space available in the lagoon for future wet
periods. In the late summer/early fall the lagoon should be pumped down to the low
marker (sed Figure 2-1) to allow for winter storage. Every effort should be made to
maintain the lagoon close to the minimum liquid level as long as the weather and waste
utilization plan will allow it.
Waiting until the lagoon has reached its maximum storage capacity before starting to
irrigate does not leave room for storing excess water during extended wet periods..
Overflow from the lagoon for any reason except a 25-year, 24-hour storm is a violation of
state law and subject to penalty action.
The routine maintenance of a Iagoon involves the following:
Maintenance of a vegetative cover for the dam.
Fescue or common bermudagrass are the most common vegetative
covers.- The vegetation should be fertilized each year, if needed, to
maintain a vigorous stand. The amount of fertilizer applied should be
based on a soils test, but in the event that it is not practical to obtain
a soils test each year, the lagoon embankment and surrounding areas
should be fertilized with 800 pounds per acre of 10-10-10, or
equivalent.
Brush and trees on the embankment must be controlled. This may be
done by mowing, spraying, grazing, chopping, or a combination of
these practices. This should be done at least once a year and -
possibly twice in years that weather conditions are favorable for
heavy vegetative growth.
NOTE: If vegetation is controlled by spraying, the herbicide must not be allowed to enter
the lagoon water. Such chemicals could harm the bacteria.in the lagoon that are treating
the waste.
Maintenance inspections of the entire lagoon should be made during the initial filling of
the lagoon and at least monthly.and after ma'or rainfall and storm events. Items to be
checked should include, as a minimum, the following:
Waste Inlet Pipes, Recycling Pipes, and Overflow Pipes ---look for:
1. separation of joints
2. cracks or breaks.
3. accumulation of salts or minerals
4, overall 66ndition of pipes

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

Identified problems should be corrected prompt! It is advisable to inspect your system
during or immediately following a heavy rain. Ii technical assistance is needed to
determine proper solutions, consult with appropriate experts.
You should record the level of the ggoon just prior to when rain'is predicted, aad•then.
record the level again 4 to 6 !tours after the rain'(assumes there'is no �umping)r.This will
give you an idea of how much your;'lagoon level will rise with a certain rainfall amount
(you must also be recording your rainfiall for this to work). Knowing this should help in
planning, irrigation applications and storage. If your lagoon rises excessively, you may
have an Mow problem from a surface water diversion or there may be seepage into the
lagoon from the surrounding land.
Lagoon Operation
Startup:
1. Immediately after construction establish a complete sod cover on bare soil
surfaces to avoid erosion.
2. Fill new lagoon design treatment volume at least half full of water before
waste loading begins, taking care not to erode Iining or bank slopes.
3. Drainpipes into the lagoon should have a flexible pipe extender on the
end of the pipe to discharge near the bottom of the lagoon during initial
filling or another means of slowing the incoming water to avoid erosion of
the lining.
4. When possible, begin Ioading new lagoons in the spring to maximize
bacterial establishment (due to warmer weather).
S. It is recommended that a new lagoon be seeded with sludge from a healthy
working swine lagoon in the amount of 0.25 percent of the full lagoon
liquid volume. This seeding should occour at least two weeks prior to the
addition of wastewater.
6. Maintain a periodic check on the lagoon Iiquid pH. If the pH falls below
7.0, add agricultural lime at the rate of I pound per 1000 cubic feet of
lagoon liquid volume until the pH rises above 7.0. Optimum lagoon liquid
pH is between 7.5 and 8.0,
7. A dark color, lack of bubbling, and excessive odor signals inadequate
biological activity. Consultation with a technical specialist is recommended
if these conditions occur,for prolonged periods! especially during the warm
_... season. .... _ •.
Loadingi '•1�M _. .. _.� __ ...4. ..� _.. _� . , ....:
The more frequently an4 regularlyA t..wastewate.r is added to•a lagoon, the better the
lagoon will function. Flush systems that wash waste into the Iagoon several times daily are
optimum for treatment. Pit recharge syystems, in which one or more buildings are drained
and recharged each day, also work well.

_'AW 1110
'r. ,.. r.t �, .-! L
,-i� r +��
i Ali ••
a ''. ."fit,;•
"S ,Ka zyY • '
.:'��. ;;,Wiwi-
`.!q,.^. ;k
,
proper lagoon sizing,
mechaiiicar�solids separation of flushed waste;' ,
gravity settlieg of flushed waste.solids in an appropriately designed basin, or
minimizing feed wastage and spillage.
Lagoon sludge that is removed annually rather than stored long term will:
have more nutrients,
have more odor, and
. require more land to properly use the nutrients.
Removal techniques:
Hire a custom applicator.
Mix the sludge and lagoon liquid with a chopper -agitator impeller
pump through large -bore sprinkler irrigation system onto nearby cropland;
and soil incorporate.
Dewater the upper part of Iagoon by irrigation onto nearby cropland or
forageland; mix remaining sludge; pump into liquid sludge applicator; haul
and spread onto cropland or forageland; and soil incorporate.
Dewater the upper part of lagoon by irrigation onto nearby cropland or
forageland;dredge sludge from lagoon with dragline or sludge barge; berm
an area beside lagoon to receive the sludge so that liquids can drain back
into lagoon; allow sludge to dewater; haul and spread with manure spreader
onto cropland or forageland; and soil incorporate.
Regardless of the method, you must have the sludge material analyzed for waste
constituents just as you would your lagoon water. The sludge will contain different
nutrient and metal values from the liquid. The application of the sludge to fields will be
limited by these nutrients as well as anyprevious waste applications to that field and crop
requirement. Waste application rates will be discussed in detail in Chapter 3.
When removing sludge, you must also pay attention to the liner to prevent damage. Close
attention by the pumper or drag -line operator will ensure that the lagoon liner remains
intact. If you see soil material or the synthetic liner material being disturbed, you should
stop the activity immediately and not resume until you are sure that the sludge can be
removed without liner injury. If the liner is damaged it must be repaired as soon as
possible.
Sludge removed from the lagoon has a much higher phosphorus and heavy metal content
than liquid. Because" of this it should probably be applied to land with low phosphorus
.and metal levels, as indicated by.a soil test, and incorporated to reduce the chance of
erosion. Note that'if the sludge is applied to fields with very high soil -test phosphores, it
should -be applied only at rates equal to the crop removal of phosphorus. As with other
wastes, always have your lagoon sludge analyzed for its nutrient value.
The application of sludge will increase the amount of odor at the waste application site.
Extra Precaution -should be used. to observe the wind direction and other conditions which
could increase the concern of neighbors.

Possible Causes of Lagoon Failure
Lagoon failures result in the unplanned discharge of wastewater from the structure. Types
of failures include leakage through the bottom or sides, overtopping, and breach of the
dam. Assuming proper design and construction, the owner has the responsibility for
ensuring structure safety. Items which may lead to lagoon failures include:
Modification of the lagoon structure ---an example is the placement of a pipe
in the dam without proper design and construction. (Consult an expert in
lagoon design before placing any pipes in dams.)
Lagoon liquid levels ---high levels are a safety risk.
Failure to inspect and maintain the dam.
Excess surface water flowing into the Iagoon.
Liner integrity ---protect from inlet pipe scouring, damage during sludge
removal, or rupture from lowering lagoon liquid level below groundwater
table.
NOTE: If lagoon water is allowed to overtop the dam, the moving water will soon cause
gullies to form in the dam. Once this damage starts, it can quickly cause a large discharge
.of wastewater and possible dam failure.
9

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

r. .
State of North Carolina ==
Department of ,Environment f e:` t �,fi
and Natural Resources
Division of Water Quality "
James B.-Hunt, Jr:; Governor
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director
August 21, 1998
CERTIFIED MAIL
RETURN PT REQUESTED
Stanley avenaug
Stanley Cavenaugh Farm
'277 Rattlesnake Ln.
Wallace NC 28466
Farm Number: 31 - 734
Dear Stanley Cavenaugh:
. '•
NORTH CAF40UNA DEPARTMENT OF -
ENVIRONMENT AND NATURAL REsOUFtcEs
You are hereby notified that Stanley Cavenaugh Farm, in accordance with G.S. 143-215.10C,
must apply for coverage under an Animal Waste Operation General Permit. Upon receipt of this letter,
your farm has six 60 days to submit the attached application and all supporting documentation. In
accordance with Chapter 676 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
Post Office Box 29535
Raleigh, NC 27626-0535
If you have any questions concerning this letter, please call at [phone] extension or Dave
Holsinger with the Wilmington Regional Office at [phone].
cerely,
for A. Preston Howard, Jr., P.E.
cc: Permit File (w/o encl.)
Wilmington Regional Office (w/o encl.)
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recyded/ 10% post -consumer paper

State of North Carolina 1; :e''`a
r�,�fi. Department�of Environment and Natural Resources
%,'"�h3:k."Division of Water Quality
`ix ; .K,� .; , : ` • Nor -Discharge Permit Application Formµ ', i -
., • _. r , M14 FORM 1il.4 Y BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
4 General Permit,.., Eiiiting Liquid Animal Waste Operations
-4;
The following questionshavebeen completed utilizing information oti file with the Division. Please
review the information for completeness and make any corrections which are appropriate. 'If a
question has not been completed by the Division, please complete as best as possible. Do not leave
any question unanswered.
1. GENERAL INFORMATION:
1.1 Facility Name: Stan le Cavenau h Farm
1.2 Print Land Owner's name: Stance Cavenaugh
1.3 Mailing address: 277 Rattlesnake Ln.
City, State: Wallace NC Zip: 28466
Telephone Number (include area code). 910-285-2000
1.4 County where facility is located: Duplin
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): Take Hw4I N from I-40 . Turn left on SR1946. Farm
is I mile on left-( west) side _
1.6 Print Farm Manager's name (if different from Land Owner):
C CLAAa CAvb�a�. _,..-
1.7 Lessee's / Integrator's name (if applicable; please circle which type is Ysted): -' :..�«s, %,jrow �1 r� CAre�gHT
I.8 Date Facility Originally Began Operation:
1.9 Date(s) of Facility Expansion(s) (if applicable):
2. OPERATION INFORMATION:
!r7 15S
2.1 Facility No.: 31 _ (county number); 734 (facility number).
2.2 Operation Desc it ton: Swine operation
F—eeTe-r to Finish
2580- Certified Design Capacity
Is the above information correct? =yes;Ker
o. If no, correct below using the design capacity of the facility
The "No. of Animals" should be the maximum numr which the waste management structures were designed.
Tx2e of Swine
0 Wean to Feeder
0 Feeder to Finish
0 Farrow to Wean (# sow)
0 Farrow to Feeder (# sow)
0 Farrow to Finish (# sow)
No. of Animals Type of Poultry No. of Animals Type of Cattle No. of Animals
'51 �o
Other Type of Livestock on the farm:
0 Layer 0 Dairy
0 Non -Layer 0 Beef
0 Turkey
No. of Animals:
FORM: AWO-G-E 5/28/98
Page I of 4 31 - 734

2.3 Acreage cleared and available for application (excluding all required buffers and areas not covered by the application', t
system):' GI•S • Required Acreage (as listed in'the AWMP): AO. C
2. umber of la oo storage ponds circle which is a Iicable :
g gp { pp ) Z.
2.5 Are subsurface drains present within 100' of any of the application fields? YES o`er=�'`'rlease circle one)
2.6 Are subsurface drains present in the vicinity or under the lagoon(s)? YES or NO lease circle one)
2.7 rDoes this facility meet all applicable siting requirements? (Swine Farm Siting Act, NRCS Standards, etc.) (Swine Only)
r NO (please circle one)
cgi,?,
What was the date that this facility's swine houses and lagoon were sited? r'z�
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 �L--o
field locations where animal waste is land applied; A
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:
3.3.1 • The Waste Utilization Plan (WUP) must include the amount of Plant able
Nitrogen (PAN) produced and,utilized by the facility.
3.3.2 The method by which waste is applied to the disposal fields { 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 a placation 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.
3.3.1 1 Emergency Action Plan.
3.3.12 Insect Control Checklist with chosen best management practices noted.
3.3. I3 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 31- 734

Facility Number'.31,-,734
Facility Name: Stanley Cavenaugh Farm
4. APPLICANT'S CERTIFICATION:
I, IE V FJ N (Land Owner's name listed in question 1.2), attest that
this application for �_AlL (Facility name listed in question 1.1)
has been reviewed by me and is accurate and compete to We best of my knowledge. I un erstand 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
'a-
re a tome as incomplete.
Signature Date
5. MANAGER'S CERTIF�I+CATION: (complete only if different from the Land Owner)
i, CG�rB�av (Manager's name1isted in question 1.6), attest that this
application for �a,-- (Facility name listed in question 1.1)
has been reviewed by me and is accurate an complete to the best o 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 _ /�p Date 7
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
POST OFFICE BOX 29535
RALEIGH, NORTH CAROLINA 27626-0535
TELEPHONE NUMBER: [phone]
FAX NUMBER: [phone]
FORM: AWO-G-E 5/28/98 Page 3 of 4 31 734

4 � �
Wit..!.' ..' 'i�LrY1.
DIVISION OF WATER QUAL TY RE.GIONAL OFFICES (1/98)
Vf
01
A&M11e R�egiooal *Q. Supervisor W�at4ti�taa Rcgioaal WQ Snpayisa
S9 Woodfin P1aoe : ,, 943 WwW" Square'MO
A wville. NC 28801 ' Washfttm NC 27989
[phone] (919) 946"1
Fax [phone] Fax [phone]
Avery Macon seed art Janes
Buncombe Madison Bade Laooir
Bal-ke McDowell Camden Martin
Caldwell Ktcbell Cbowan Pamlico
Cherokee Polk Craven Pasquotank
Clay Rutberfoed Carituck PagWmans
Cdzbwn vwaiu - Kk= Pitt
Haywood Transylvania dates Tyrell
Hendersoc Yancey cheene Washington
ladcson Hardard Wayne
Hyde
Fayemeville Regional WQ Saper4or
Wacbovia Building, Suite 714
Fayeneville, NC 28301
(910) 48&1541
Fax (910) 48"707
Mooresville Regional WQ Supervisor
919 North Main Street
MooresvUle, NC 29115
[phone]
Fax [phone]
d , w
z �
ji gr�•A -L +.^ t'°-.i "
R"sh . Wd Saperriaoc .
39W Bau tt Dr.
Raleigh. NC 27611
(919) 5714700
Fax [phone]
Cbatham Nash
Dmtmm Natbatnpton
Fs6gocombe 0gz
iPtaQklin Pam
(lsaaville Vx=
Halifax Wake
Johnston Warm
Lee Wilson
W-d=inVM Region. WQ Supervisor
127 Cardinal Drive Extension
Wilmington. NC 2")5-3845
[phone]
Fax [phone]
Anson Moore Alexander Lincoln Brunswick New Hanover
BLW= Richmond Cabanas Meddedburg Carurd Ooslow
CamberLu d Robeson Catawba Rowan Columbus Pa der
Hanna Sampson Cleveland Stanly Daplin
Hoke Scotland Gaston Union
Montgomery hvdell
Winston-Salem Regional WQ Supervisor
585 Wingbtown Street
Winston-Salem, NC 27107
[phone]
Fax [phone]
Alace
Rocldnghatn
Alieghany
Randolph
Asbe
Stokes
Caswell
stay
Davidson
Watanga
Davie
Vrilkles
Forq*
Yadlan
Guilford
FORM: AWO-GE 5/28/98
Page 4 of 4

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
Stanley Cavenaugh
Stanley Cavenaugh Farm
4031 NC 4, South
Wallace NC 28466
Dear Stanley Cavenaugh:
�r.
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NA-ruRAL REsouRGEs
February 22, 2000
Subject: Application No. AWS310734
Additional Information Request
Stanley Cavenaugh Farm
Duplin County
The Non -Discharge Permitting Unit has received a partial response to many of our requests made in the past year for
additional information. Such requests were made in writing as well as by phone to Hanle Gay, the technical specialist for this
facility. A certified letter that was sent to you 2/9/2000 to your mailing address on file also returned as undeliverable. The
following items still remain unclear in order to continue our review. Please address the following by March 23, 2000:
1. There is only one certification on file for 2580 Feeder to Finish operation. We understand that the facility was certified
for additional 2580 Feeder to Finish operation to raise the total animal population to 5160 Feeder to Finish. Please
provide a copy of the latter certification to reflect the current animal population on the facility.
2. The waste utilization plan shows wheat as well as rye grown on the same field at the same tinge. Full nitrogen
application is credited to both wheat and rye crops, which does not appear practical. Please clarify this discrepancy
and have the waste utilization plan revised to reflect the proper cropping scheme. Please make sure to account for the
nitrogen residual in the crap following a soybean crop.
Please note that all YYUP 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, sealed, and submitted in duplicate to my attention at the address below. The information requested by this letter must
be submitted on or before March 23, 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 363.
Sincerely, f
94
JR Joshi
C,—
Non -Di harge Permitting Unit
cc: Wilmington Regional Office, Water Quality
Jimmy Vinson, Browns of Carolina
Permit File
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 . Telephone [phone] FAX [phone]M
An Equal Opportunity Affirmative Action Employer 50% recycledt 10% post -consumer paper

ANIMAL IWASTE =UTILIZATION PT+AN
i i.'T `.'-4 i" ._n fit: .. - ' .�..� x s:. ka)S.i- . i:;1 _ - - -'—..�•4 Gr
Producer: STANLEY CAVENAUGH
Location:. 4031 NC 41,SOUTH
WALLACE NC 28466
Telephone: 9i0-285-4816
Type Operation: New Feeder to.Finish Swine
Number of Animals: 5160.00 hogs
(Design Capacity)
STORAGE STRUCTURE: Anaerobic Waste Treatment Lagoon
APPLICATION METHOD: '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 nitrogen as the limiting nutrient.
waste should be analyzed before each application cycle. Annual soil
tests are strongly encouraged so that all plant nutrients can be
balanced.for realistic yields of the crop to be grown.
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.
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 be applied to land eroding at less than
5 tons per acre per year. Waste may be applied to land
eroding at 5 or more tons per acre annually, but less than
10 tons per acre per year providing that adequate filter
strips are established.
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 not allowed
under DWQ regulations.
Page: 1

rANI iAL:,WAB,TEIIITILIZATIOMPLAN r
S. wind conditions should also be considered to avoid drift and
downwind odor problems .=-,F •:R, '.
6. To maximize the value-of,the nutrients for crop production
and to' reduce the potential for pollution, the waste should
be applied to a growing crop or applied not more than 30
days prior to planting a crop or forages breaking dormancy.
Injecting the waste or disking will conserve nutrients and
reduce odor problems. •
This plan is based on the waste application method shown above. If
you choose to change methods in the future, you need to revise -this
plan. Nutrient levels for different application methods are not the
same.
The estimated acres needed to apply the animal waste is based on
typical nutrient content for this type of facility. Acreage
requirements should be based on the waste analysis report from your
waste management facility. In some cases you may want to have plant
analysis made, which could allow additional waste to be applied.
Provisions shall be made for the area receiving waste to be flexible
so as to accommodate changing waste analysis content and crop type.
Lime must be applied to maintain pH in the optimum range for specific
crop production.
This waste utilization plan, if carried out, meets the requirements
for compliance with 15A NCAC 2H .0217 adopted by the Environmental
Management Commission.
AMOUNT OF WASTE PRODUCED,•PER YEAR (gallons, ft3, tons, etc.)
5160 hogs x 1.9 tons waste/hogs/year = 9804 tons
AMOUNT OF PLANT AVAILABLE NITROGEN (PAN) PRODUCED PER YEAR
5160 hogs x 4.6 lbs PAN/hogs/year = 23736 lbs. PAN/year
Applying the above amount of waste is a big job. You should.plan
time and have appropriate equipment to apply the waste.in a timely
manner.
The following acreage will be needed for waste application based on
the crop to be grown,.soil type and surface application.
Page: 2

i..ANIMALxWABTECUTILIZ
TABLE 1: •' ACRES OWNED BY PRODUCER
TRACT
FIELD
SOIL TYPE & CLASS-
CROP lYIELD
LBS
COMM N
' **
*-LBS '
DETERMINING PHASE
CODE
AW N
PER
ACRES
AW N
PER AC
AC
USED
-----
or
-------
APPLY
RESID.
APPLIC
METH
N
TIME
4439
1
TOA.-
C
120
135
15
9.32
1258.2
I
+MAR-
W)
4439
--1
I WA
1
•1
1932
I
1100
19.,32
MAR
4439
TOA
DSB
132
9.32
1-1
1
I
133
1
[1230.24-'
+JUN-
SEPT 15
' 4439
2
TOA
C
1
I I
1120
1135
115
1.18.9612559.6'
+MAR-
JULY
4439
1
1-2
1
IWA
I
1100
1
118.9611896
+OCT-
MAR
4439
-2
DSB
JTOA
I
�33
1132
1
118.9612502.72
+JUN-
SEPT 15
4439
3A
LUA
FC
3.8
5.ai
I
1190
110.1811934.2
+SEP--
APR
i A`F3
4439
3B
LUA
BC
3.8
1190
4.qrl
19-94
11888.6
I
+APR-
OCT
10'F3
4439
3B
SG
li
IT
175
1
19-94.
1745.5
+SEP-
APR15th
4439
LUA
BH
4.5
)0.2.9
20.58
4630.5
13C
I
I
1225
+APR-
OCT
R��
F3
Page: 3

4\iPiAi��, 714to iA5•.��ww.r� w .w�w�� r r� �.
4439 1-3 . C ��, .. SG 11 .; --.I 75 = I
I
APR15th
4439 3D I TOA C 120 135 15
I.
JULy
4439 1-3D WA 1 1:�o
0
I
MAR
4439 3D I TOA DSB 133.. 1132
I
SEPT 15
�20.58I1543.5-
+SEP-
8.78 11185.3
+MAR-
.78 4878
+OCT-
8.78 11158.9
+JUN-
END
TOTALI24343.3
- Indicates that this field is being overseeded (i.e.
interplanted) or winter annuals follow summer annuals.
+ - Dates shown reflect optimum uptake periods for nutrients. Waste
appilcation may begin up to thirty(30) days prior to planting or
green -up of forages, and extend past optimum dates shown if
plant growth, pumping conditions, and PAN loading rates permit.
NOTE: 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 plan that addresses all nutrients.. This
plan only addresses nitrogen.
Page: 4

ANIMAL'.ftSTR 71jTiLIZATION;PLAN
TABLE 2: ACRES WITH NOTARIZED AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent landowners must be attached:)
(Required only if operator does not own adequate -land,.
See required specificati6n-2:) r
TRACT
FIELD
SOIL TYPE & CLASS-
CROP
YIELD
LBS
COMM N
**
* LBS
DETERMINING PHASE
CODE
AW N
PER
ACRES
AW N
PER AC
AC
USED
-----
or
-------
APPLY
RESID.
APPLIC
METH
N
TIME
END
TOTAL 10
Indicates that this field is being overseeded (i.e. interplanted) or
winter annuals follow summer annuals.
f - Dates shown reflect optimum uptake periods for nutrients. Waste
application may begin up to thirty(30) days prior to planting or
green -up of forages, and extend past optimum dates shown if
plant growth, pumping conditions, and PAN loading rates permit.
In interplanted fields (i.e. -small grain, etc, interseeded
in bermudagrass), forage must be removed through grazing,
hay and/or silage. Where grazing, plants should be grazed
when they reach a height of six'to nine inches." Cattle
should be removed when plants are grazed to a height of four.
inches. In fields where small grain, etc, is to be removed
for hay or silage, care should be exercised not to -let small
grain to reach maturity, especially late in the season (i.e.
April or May). Shading may result if small grain gets too
high and this will definitely interfere with stand of
bermudagrass. This loss of stand will result in reduced
yields and less nitrogen being utilized. Rather than
cutting small grain for hay or silage just before heading as
is the normal situation, you are encouraged to cut the small
grain earlier. You may want to consider harvesting hay or
silage,two to three'' times during the season, depending on
time small grain is planted in the fall.
The ideal time to interplant small grain, etc, is late
September or early October. Drilling is recommended over
broadcasting: Bermudagrass should be grazed or mowed to a
height of about two inches before drilling for best results.
Page: 5

ANI WASTE UTILIZATION�PLAN
** •Acreage figures may exceed total acreage in fields due to
overseeding.
* lbs AW N (animal waste nitrogen) equals total required nitrogen
less any commercial nitrogen (COMM N) supplied.
The following legend explains the crop codes used in tables. 1 and 2 above:
CROP CODE
CROP
UNITS
PER UNIT
BC
HYBRID BERMUDAGRASS-CONTROLLED GRAZED
TONS
50
BH
HYBRID BERMUDAGRASS-HAY
TONS
50
C
CORN
BUSHELS
1.25
DSB
DOUBLE CROPPED SOYBEANS
BUSHELS
4
FC
TALL FESCUE -CONTROLLED GRAZED
TONS
50
SG
SMALL GRAIN OVERSEEDED
AC
75
WA
WINTER ANNUALS (I.E. Small Grains, etc.)
AC
100'
TABLE 1
TABLE 2
TOTAL
*1
TOTALS FROM TABLES 1 AND 2
WETTABLE
ACRES
LBS AW N USED
77.76
24343.32
0
0
77.76
24343.32
* BALANCE
-607.32
*** This number must be less than or equal to 0 in order to
fully utilize the animal waste N produced.
Page: 6

,4 ANIMAL WASTE : ' .. .p
t u, ILIZATION' LAN V'I'
•r�•. - -- s..--
*** This -number, must be- less than or equal .to, 0-in order' to fully �'==
utiiize the animal waste N produced.
Acres shown in each of the preceding tables are considered to be "the
usable acres excluding required buffers, filter strips along ditches,
odd areas unable to be irrigated, and perimeter areas not receiving
full application rates due to equipment limitations. Actual total
acres - in the fields listed may, and most likely will be, more than
the acres shown in the tables.
See attached map showing the fields to be used for the utilization of
animal waste.
SLUDGE APPLICATION:
The waste utilization plan must contain provisions for periodic land
application of sludge- at agronomic rates. The sludge will be nutrient
rich and will require precautionary measures to prevent over application
of nutrients or. other elements. Your production facility will produce
approximately 1909.2 pounds of plant available nitrogen per year in the
sludge.
If you remove the sludge every 5 years, you will have approximately 9546
pounds of PAN to utilize. Assuming you apply this PAN to hybrid
bermudagrass hayland at the rate of 300 pounds of nitrogen per acre, you
will need 31.82 acres of land. If you apply the sludge to corn at
the rate of 125 pounds of nitrogen per acre, you will need 76.368 acres
of land. Please be aware that these are only estimates of the PAN and
land needed. Actual requirements could vary by 25% depending on your
sludge waste analysis, soil types, realistic yields, and application
methods.
APPLICATION OF WASTE BY IRRIGATION
The irrigation application rate should not exceed the intake rate of the
soil at the time of irrigation such that runoff or ponding occurs. This
rate is limited by initial soil moisture content, soil structure, soil
texture, water droplet size,' and organic solids. 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.
If surface irrigation is the method of land application for this plan,
it is the responsibility of.the producer Arid irrigation designer to ensure
that an irrigation system is installed to properly irrigate the acres
shown in Tables 1 and 2. Failure to apply the recommended rates and
Page: 7

ij,=ANixAL" MOTH -"UTILIZATIONiPi" -
_�. .. �.�.�.. �.- fit. .:1: -� ":ti.3r. •, � .L .' .;1 f":i -
amounts of nitrogen.shown in'the'tables may make this-plan�invalid.`-
The following table is provided as a guide for establishing application
rates and amount$,
I
I
(Application
RatelApplic. Amount
Tract
I Field I
Soil Type
I Crop
I (in/hr)
(inches}
4439
I
I 1
TOA
C
.45
I *1.0
4439
1 2
TOA
I C
I .45
I *1.0
4439
1
3A I
LUA
I FC
I .40
*1.0
4439
I 1
1313 I
LUA
I -BC
.40
I
j *1.0
4439
13C
LUA
BH
.40
I *1.0
4439
l
3D
TOA
I
I C
�
I .45
*1.0
4439
WA
.35
�-
I *1
4439
-1-
TOA
DSB
I .45
*1.0
4439
i
I --2 I
I
WA
I
I .35
1
I *1
4439
I -2
I TOA
I DSB
.45
I *1.0
Page: 8

• � ��1111TT•TT���.ffN�77ll.TT .. i!66..TT.A'
rTILI ZATION�,,PLAN
4439
--3B
SG
.5
*1
-3C
V .5
E *1
I SG
4439
4439
--3D
.35
*1
WA
4439
! -•3D I TOA
.45
*1.0
DSB
* This is the maximum application amount allowed for the soil
assuming the amount of nitrogen allowed for the crop is not over
applied. In many situations, the application amount shown cannot
be applied because of the nitrogen limitation. The maximum
application amount shown can be applied under optimum soil
conditions.
Your facility is designed for 180.00 days of temporary storage and
the temporary storage must be removed on the average of once every
6.00 months. In no instance should the volume of the waste be stored
in your structure be within the 25 year 24 hour storm storage or one
foot of freeboard except in the event of the 25 year 24 hour storm.
It is the responsibility of the producer and waste applicator to
ensure that the spreader equipment is operated properly to apply the
correct rates to the acres shown in Tables 1 and 2. Failure to apply
the recommended rates and amounts of nitrogen shown in the tables may
make this plan invalid.
Call your technical specialist after you receive the waste analysis .
report for assistance in determining the amount of waste per acre and
the proper application. rate prior to applying the waste.
NARRATIVE OF OPERATION
THIS WUP.IS WRITTEN BASED ON A TWO YEAR CROPPING ROTATION. THE ACRES -USED ARE
FROM WETTABLE ACRES DESIGN DONE BY MR KEVIN WESTON.
THE ACRES USED IN THE WUP FOR PASTURE HAVE BEEN DOUBLED TO ACCOUNT FOR A TWO
YEAR CROPPING ROTATION. MR CAVENAUGH MAY ROTATE GRAZING EVERY OTHER YEAR
BETWEEN PULLS IA,B AND 2A,B AND STILL MEET THE NUTRIENT BUDET REQUIREMENTS•FOT
Page: 9

ANIMAL',.WASTE ,UTILIZATION
.r'_ — .w....e..,ta.,r.. •.^°Mr^:;�•.:Y.F 4:fi:l_. .s,; e; :f;: htitd+l.�::K7[ss i, =-. ,••«.'e.� r.',r`;.'=
• r. r jam` ..a ':a .<?. ,
THIS FARM. ' _ IF.. THE FESCUE . IS CUT .FOR HAY THEN 2251bs . N/AC -MAY -HE -USED FOR
CALCULATION OF PUMPING RECORDS.
Page: 10

f . • ,:.�;�. iRABT$ t �' i1TiLIZl1TION~� �� PLAN t
Ira.,
.'__. .�' 1 .:1't .lamt' yy7-,It •1! H,yy�{ iy `y••../}' r;S� .li..v V
i Il��fJ a.t i r.N`,.SFN.y(fe fi+..•. 1. *..�.. i•,;,JNM � ..
}tI�•
'1. l•l
�.
Animal
Animal : waste" ,shall 'not reach; surf aces waters ,of the 'state by
rung€f f - drift f- maninade conveyances'; direct. `application, ' or
direct : discharge during operation`or land 'application"`. -'Any
discharge of.waste which reaches surface water isprohibited.
2: There must be documentation in the design''folder that the
producer either owns or has an agreement for use of adequate
land on which to properly apply the waste. If the producer does
not own adequate land to properly dispose of waste, he/she shall
provide a copy of an agreement with a landowner who is within a
reasonable proximity, allowing him/her the use of the land for
waste application. It is the responsibility of the owner of the
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, climatic conditions, and
level of management', unless there are regulations that restrict
the rate of application for other nutrients..
4. Animal waste shall be applied to -land eroding less than 5 tons
per acre per year. Waste.may be applied to land that is eroding
at 5 or more tons, but less than 10 tons per acre per year
providing grass filter strips are installed where runoff leaves
the field. (See FOTG Standard 393 -Filter Strip)
5. Odors can be reduced by injecting the waste or disking after
waste application. Waste should not be applied when there is
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. (See "Weather
and Climate in North Carolina" for guidance.)
7. Liquid waste shall be applied at rates not to exceed the soil
infiltration -rate such that runoff does not occur offsite or to
surface waters and in a method which does not cause drift from
the site during application. No ponding should occur in order
to control odor or flies.
B. 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 covered with waste to, a depth that
would inhibit growth. The potential for salt damage from animal
waste should also be considered.
Page: lx

• �*e .; WASTEFt�TILIZATION N
^%• , wr _ .
. ...._ . .. . � .y�.:.rP «. �a,- z,..a ,. rw: � r ?YS � + ye, �, r } r' r,S fyt(y.r '�..�.ry s• ..
—RED
Pi ON
10.. Waste. nutrients shall. -not, be applied in -fall -.or winter -for
spr ing planted `crops on .so_ ils_ with .a high potential , for - ,.
leaching.".Waste nutrient.loading rates on these soils. -should
held to a minimum and a'suitable winter cover crop planted to
take up released nutrients. Waste shall not be applied more
than_3o'days prior to planting of the crop or forages breaking
dormancy. .
be
11. Any new swine facility sited on or after'October 1, 1995 shall
comply with the following: The outer perimeter of the land area
onto which waste is applied from a lagoon that is a component of
a swine farm shall be at least 50 feet from any residential
property boundary and 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 perennial waters.
(See Standard 393 - Filter Strips),
12. Animal waste.shall not be applied closer than 100 feet to
wells.
13. Animal waste shall not be applied closer than 200 feet of
dwellings other than those owned by the landowner.
14'. Waste shall be applied in a manner not to reach other property
and public right-of-ways.
15. Animal waste shall not be discharged into surface waters,
drainageways, or wetlands by a discharge or by over -spraying.
Animal waste may be applied to prior converted cropland provided
they have been approved as a land application site by a
"technical specialist". Animal waste shall not be applied on
grassed waterways that discharges directly into water courses,
and on other grassed waterways, waste shall be applied at
agronomic rates in a manner that causes no runoff or drift from
the site.
16. Domestic and industrial waste from washdown facilities,
showers, toilets, sinks, etc., shall not be discharged into the
animal waste management system.
17; A protective cover of appropriate vegetation will be
established on all disturbed areas (lagoon embankments, berms,
pipe runs, etc.). Areas shall be fenced, as necessary, to
protect the vegetation. vegetation such as trees, shrubs, and
other -woody species, etc., are limited to areas where considered
appropriate. Lagoon areas should be kept mowed and accessible.
Berms and structures•should be inspected regularly for evidence
of•erosion, leakage.or discharge.
Page: 12

UT L ZATION
L.:';»'" .. ......-+...�:.:�.-•, _........«-+-.rs.h,... ," na '. y c kF ._<i c .1 i
REQUIRED SP$CIPICATIONS
18.'If animal productionat the facility,is to be suspended or
terminated- owner•, is responsible_ : for.. obtainin' and
implementing. -a llclosu're 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 markers shall be.installed to mark the top and
bottom elevations of the temporary storage (pumping volume) of
all waste treatment lagoons. Pumping shall be managed to
maintain the liquid level between the markers. A marker will
be required to mark the maximum storage volume for waste
storage ponds.
22. Waste shall be tested within 60 days of utilization and soil
shall be tested at least annually at crop sites where waste
products are applied. Nitrogen shall be the rate - determining
element. Zinc and copper levels in the soils shall be
monitored and alternative crop sites shall be used when these
metals approach excessive levels. pH shall be adjusted for
optimum crop production and maintained.- Soil and waste
analysis records shall be kept for five 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 North
Carolina regulations.
Page: 13

T-l� -ANIMAL `WAST$A UTILIZATION PLAN ry Y
-;; WASTE UTILIZATION PLM AGREEMENT r
Name of Farm:STANLEY CAVENAUGH FARM #1(31--734)
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.
Name of Facility Owner: STANLEY CAVENAUGH
(Please print)
Signature: Date:
Name of Manager(If different from owner):
Signature:
Date:
Name of Person Preparing Plan (Please print)BILLY W. HOUSTON
Affiliation:DUPLIN SOIL AND WATER CONSERVATION DISTRICT
Phone No. 910-296-2120
Address (Agency): PO BOX 219
KENANSVILLE NC 28349
. r .
Signature: �+v Date:
Page: 14

Sheets
IRRIGATION SYSTEM DESIGN PARAMETERS
` Landowner/Operator Name: Stanley Cavenaugh
Address: 4031 NC 41 S
Wallace, NC 28466
Telephone: [phone]
Table 1 -Field Specifications
Approximate.
Maximum'
Useable Size
N'.TrV'k Field •
of Field
_. _ `Number acres Soil Type Slope % Crop(s)
- rif
•e
County: Duplin
Date: 4119/00
Maximum
Maximum
Application
Application
per Irrigation
Rate
Cycle
(In/hr)
(inches)
Comments'
r 1
9.32
To
< 5
Com, Wheat, Soybeans, Rye
0.45
0.45-
Pulls 11, 12 & 13, -
2
13.16
Lu
< 5
Com, Wheat, Soybeans, Rye
0.4
0.45
Pulls 7, 8, 9 & 10 ;
3
8.78
To
< 5
Com, Wheat, Soybeans, Rye
0.45
.0.45
Pulls 4, 5 & 6 - , -
3
20.35
To/Lu
< 5
Bermuda, Fescue, Small Grain
0.45
0.45
Pulls 1 A, 1 B, 3A & 3B
2*
18.96
Lu
<5
Com, Wheat, Soybeans. Rye
0.4
0.45
Pulls 7, 8, 9 & 10
* This shows the total irrigatable acres including the recently cleared area.

Sheet2
t
TABLE 2 - Travelling Irrigation Gun
Settings
Make; Model and Type of Equipment:
Hobbs Reel Rain 1030 w/ 3" x 965' hose w/ Nelson 150 w/ Berkeley B 2 1/2 JRMBM
}
'Fleld
No. Travel Application
- • ARP
TRAVEL LANE
Wetted Nozzle Operating Operating
P 9
and Speed Rate
Effective Effective
Diameter Diameter Pressure Pressure Arc
--Hydrant No. ft/min in/hr.
Width ft. Len th ft
feet inches at Gun si at reel s'r Pattern Comments --Acres- er ull
1A
3.79
0.45
256
866
320
1.26
50
105
300
5.09 i
18
3.79
0.45
256
846
320
1.26
50
105
300
4.97 {
3A
4.55
0.62
218
9%
320
1.26
50
105
220
4.98 .:
.38
4.55
0.62
218
1061
320
1.26
50
105
220
5.31
- 4
4.55
0.62
200
556
320
1.26
50
105
220
2.55 t
5
3.79
0.45
240
556
320
1.26
50
105
300
3.06 ;
6
3.79
0.45
248
556
320
1.26
50
105
300
3.17
7
3.79
0.45
248
862
320
1.26
50
105
300
4.91
8 -
4.55
0.62
190
632
320
1.26
50
105
220
2.76
9
7.58
0.75
120
602
320
1.26
50
105
180
1.66 r
10
3.79
0.45
248
672
320
1.26
50
105
300
3.83
11
7.5814-55
.75/.62
1201195
6011396
320
1.26
50
105
1801220
3.43 F
12
3.79
0.45
240
972
320
1.26
_ 50
105
300
5.36
13
7.58
0.75
120
192
320
1.26
50
105
180
Total
51.61 `
.:0.00
0.00
0.00
Ai
0.00
0.00
r
4.55/3.79
.621.45
220/248
691/306
320
1.26
50
105
220r300
5.23
8'
7.58
0.75
120
997
320
1.26
50
105
180
2.75
9r
3.79
0.45
240
962
320
1.26
50
105
300
5.30
10*
3.79
0.45
48
997
320
1.26
50
105
300
5.68
Total
57.41
Includes add't cleared area
0.00

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Sheet4
t~TABLE 4 - Irrigation System Specifications
SM
Traveling
Solid Set
Irrigation Gun
Irrigation
Flow Rate of Sprinkler (gpm)
255
0
Operating_Pressure at Pump (psi)
124.2
#DIV/01
Design, Precipitation Rate (In/hr)
0.38
#DIV/01
Hose L&%M (feet) .
965
xxxxxxxx
Me -of Speed Comeensation
Mechanical
xxxxxxxx
f�M-Type (PTO, Engine, Electric )
Engine
Purrip FVww Requirement (hp)
36.9
#DIV/01
TABLE 5 - Thrust Block Specifications
THRUST BLOCK
LOCATION
AREA (sq. ft.)
90 degree bend
8.77
Dead End
6.22
Tee•:.
4.35
Gate Valve
6.22
45 degme bend
4.72
Page 1

Sheet5
IRRIGATION SYSTEM DESIGNER
Name: Micah Kevin Weston, CID
Company: Private
Address: 237 A.I. Taylor Rd., Richlands, NC 28574
Phone: [phone]
Required Documentation
-' --The following details of design and materials must accompany all irrigation designs:
:',•= I., A scale drawing of the proposed Irrigation system which Includes hydrant locations, pipelines, thrust block locations and buffer areas where applicable.
2 Assumptlons and oomputations for determining total dynamlc head and horsepower requirements.
: `.y3. fCompuladons used to dehmnine all mainline and lateral pipe sizes.
4 <Sourees and/or calculatlons used for determining application rates.
}� 5., Compulalhms used to determine the size of thrust bto&s and Illustrations of all thrust block configurations_ required in the system
5s IL-, Marc bctum s specifications for the irrigation pump, traveler and sprinkier(s).
•7.r'Mamdachuars specifications for the irrigation pipe and/or USDA-NRCS standard for IRRIGATION WATER CONVEYANCE.
r e. The Informadw required by this form are the minimum requirements. It is the responsibility of the designer to consider all relevant factors at a particular site and
address diem as appropriate.
9. irrigation pipes should not be Installed in lagoon or storage pond embankments without the approval of the designer.
NOTE: A buffer strip of 75' or wider must be maintained between the limits of the irrigation system and all
perennial streams and surface waters per NC Statutes.

Sheet6
Narrative of Irrigation System Operation
Design And Installation Overview
This design is based on an as built system that was recently installed on this farm. The acres were
calculated based on "effective design area". This irrigation system was installed using six inch, Class
200 PVC gasket pipe and schedule 80 fittings. The system is capable of accommodating the flow
velocities, flow rates and pressure requirements associated with a Hobbs Reel Rain 1030 traveler. Air
vents and thrust blocks were installed as indicated on the drawings. This system requires the use of a
1.26" ring nozzle in the gun. Each pull has a specific arc setting and travel speed which must be used
to achieve the desired application. This information is given in detail in Table 2 of this design. A detail
of the hydrant layout is also included. All pipe has been installed with a minimum of 30" of cover.
System Start-up And Operation
When setting up the reel, make sure it is level and the stabilizer legs are down and secured. Engage
the brake, then disengage the/transmission. Pull out the hose at a speed not to exceed 3 mph. engage
the transmission before disengaging the brake. Prime the pump and start the engine at idle. Operate
the engine in a manner not to exceed 50 psi until a solid stream of water is exiting the gun, air is out of
the line and pressure is slowly building on the gauge. Increase rpm's slowly until desired pressure is
achieved. Set all "Murphy" safety switches to insure immediate shut down of the system if a problem
occurs. Also, set the timer to shut off the pump at the time a run will be completed. Check all safety
switches on the reel after each start-up to insure proper operation. Read and review the
manufacturer's operator manuals for additionai details on start-up procedures. Grower should walk the
entire pipeline periodically to check for leaks and other potential problems.
iterization And Maintenance
ronnect both ends of all flexible hoses at the pump and the traveler. Remove the drain plug from
gun cart and pull out the hose at least half way to purge enough water to protect from freezing.
id the hose back onto the reel and replace the drain plug. Read and review the manufacturer's
gyrator manuals for additional details on winterization and maintenance procedures.
S:
�r
1� {

Sheet?
CALCULATIONS
Sprinkler Specifications
Sprinkler Type: Nelson 150
Nozzle Size:
1.26 inches
Sprinkler Pressure:
50 psi
Flowrate(GPM):
255 gpm
Wetted Diameter:
Lana �cinas
320 feet
Desired Spacing (%):
75 %
Design Spacing(feet):
240 *PVC irrigation pipe normally comes in 20' pieces,
so round to the nearest multiple of 20.
Actual Spacing (feet):
240 feet
Actual Spacing
Application
75 %
lRate
Application Rate =(96.3xFlowrate)/(3.1415x(.9xradius)squared)
Design App. Rate =
0.38 in/hr
300 degree arc =
0.45 in/hr
220 degree arc =
0.62 inlhr
180 degree arc =
Tra Ier Speed
0.75 in/hr
.• elv
Travel speed = 1.605 x Flowrate
/ Desired application amount x Lane Spacing
Desired app. (in.) =
0.45 inches
300 degree arc =
3.79 ft/min
220 degree arc =
4.55 ft/min
180 degree arc =
7.58 ft/min
Mainline pVelocity
Velocity = .408 x Flowrate./
pipe diameter squared feet/sec."
"For buried pipelines, velocity
should be below 5 feet per second
Pipe size:
6 inches
Velocity=
2.89 ft/sec.
'F . Page 1

Sheet?
Maximum Mainline Friction Loss
Most distant hydrant: 10
Total distance: 3860 feet
Frictions Loss is figured using Hazen/William's Equation
Friction Loss= 0.45 feet1100 feet
Max. Mainline Loss .= 17.5 feet or 7.6 psi
Total Dynamic Head
Sprinkler Pressure: 50 psi
Loss through traveller: 55 psi
Elevation head: 2.2 psl
Mainline loss: 7.6 psi
Suction head and lift: 3.5 psi
5% fitting loss: 5.9 psi
TOTAL(TDH) = 124.2 psi or 286.9 feet
Horsepower Required
Horsepower = Flowrate x TDH(feet) 13960/ Pump effeciency
Pump Description: Berkeley B 2 112 JRMBM
Pump Efficiency: 50 %
Horsepower Required: 36.9 Hp
Thrust Blocking
Thrust Block Area = Thrust 1 Soil Bearing Strength
Thrust: 7460 feet
Soil Bearing Strength: 1200 feet
End Cap: 6.2 ft2
90 degree elbow: 8.8 ft2
Tee: 4.4 ft2
45 degree elbow: 4.7 ft2
Piste Pressure Rating_Cbec
Pressure Rating of Pipe to be Used: 200 psi
Max. Pressure on system when running: 124.2 psi
70% of Pressure Rating: 140 psi
If Max. Pressure on system is less than 70% of Pressure Rating, OK•
Page 2

z'µ SheeU
Not Pdsltive Suction Head Check
NPSHA: 9 2'
NPSHR: < 8' 'from pump curve
If NPSHA>NPSHR OK

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•`' �_•.�� .. . ,� .. ♦�. - to �. ,�
1-_�
Improved Desi
Greater control... more i
wastewater. Simpler to op
speed gearbox eliminates
the need for multiple belts
and pulleys while providing
a full range of operating
speeds. Within a high and
low range there are three
speeds for increased preci-
sion and accuracy in con-
trolling application rates.
Knowing and controlling
your application rates have
become crucial wastewater
ides Gfreat
of both clean and
operation of the six
Six speed gearbox
management tools when
trying to adhere to ever increasing regulations. Each model is
available with the standard 5.5 HP Honda engine or the efficient
Pelton Wheei slurry
turbine. The Pelton
Wheel turbine is the
ideal drive system for
applying wastewater
or slurry from holding
areas such as tanks
and/or lagoons. The
Pelton Wheel turbine
can be mechanically
Pelton Wheel slurry turbine
only starts with the drive system.
compensated for
accurate applications
or equipped with the
optional Irrigation
Computer.
This improved design
Other enhancements include;
A constant pressure automatic braking,system which
increases tension when the hose is being pulled out but reverts to
tighter tension as the hose is being retrieved.
• A positive action lock down. When engaged, this simple
brake will lock the reel in place when shifting the gearbox to neutral,
as well as secure the reef for transport when desired.
• A miswind sensor. Should a miswind irregularity ever occur, '
#.'
. !
Operator lCon'trol
this'sensor will automatically disengage the drive, protecting the
Reel Rain from damage. ;
• Lange selection'of.models. In an effort to offer customers
the proper system for their irrigation needs, Reel Rain models are
available in 29 different hose size / drive platform configurations.
• Increased
speed range.
From .5 feet per
minute to 12.5
feet per minute,
you have the abil-
ity to control the
application rate.
With Reel Rain
Irrigation equip-
ment from
AMADAS
INDUSTRIES,
d you anyour
Dealer receive Reel Rain Model 1375
special 'attention from our fully equipped Service Department.
Each Service Technician is trained by the AMADAS staff engir
who designed your Reel Rain-;-Fhe 1000 Series offers only 5
• 6 Speed Gearbox".:
• P.T.O. Rewind - -
• Automatic Hose Retrieve
Stop
• Rugged Frame Design
• Turntable
• Reel Speed Compensator
• S:afety.Shielding
• Galvanized Fittin.gs,;^`. `
• Galvanized Gun Cart
• Mechanical Hose Guide,!
• Three Year Warranty.,
• Miswind Sensor
many dependable models
of Reel Rain Travelers. Asir
your Dealer to show you
other models that might
meet your needs. Reel
Rain Travelers are avail-
able in models which will
efficiently irrigate from 35 to
400 acres per week.
�� Wj HOBBS.
_
tlo: of Agrgs:
Flow Rate...
One Pjfll, Applying V
Model _
Nuini.
Hose Length'
7' : Feet
Hose r D.
inches
Lane Spacing •
Feet
Covered in::
One Pull
(G.P.M.
'bMater (Hrs.)
Nelson Gun
and Pressure
ur ne :.Gas
ur ne's Gas
j, ?-S
f taio
13?S
t;1►1375 ;
"'.p 850,
, f A. 965 :
$50 ::
f�l 1250 `f;"
i 00;`&L`'
25
3.0
1.3
3.2
..- 3.8 _
: ' 180
.240
260
240.; '
yr::i 28Q �
3.80
5.84
5.68
7.41'
;.,...:: • 7,78 •-
167 181,
260, - .. 280
360 400
266 ao-,
382 :f-4 4118 •;
10.333rl: 10.65
•10.2 r•� ; -9.4
7.1- •' 6.4
12.6 11.6
9.2 ' r- 8.4
SR100M PSI
SR150180 PSI
SR150180 PSI
SRI50180 PSI '
SR150/80 PSI
_rwufw�cr KO !i P.O, S0 1833' •SuffofkVA 23439-t833- __VW
?•,^e (757j 539-0231 Fax [phone];.:
_ AMA
DAS INDUSTRIES- policy is one or eonAfruroirs TmpR
c✓ri'��',dC-n -4�. ref : �� ik„ ; ��'�f.�, .'�.t �i,� C� µ.T�,�� ',� 1, i �. 7'�r� a .~ F-r �� r -r � � ;.i y -` .
M
1VJLAI3A a 5 Bor -687'e%-
t7o, seam sfappey t1wa. � p o 3.rr GA 31708
r ■ • • • r • •� '', phone [phone]i7 • Far [phone] .
r.Y^c., .. .. ...
Ok and we reserve the right 10 Change sped1kations. design or prices without incurring obligation.

r
d t•1.
L. 4..ri�. ,
BIG • GUN°- �PE�RFO CE TABLES
..r . 1= , ;,1
w: ,.�
44Lei?••. .r :r i•�K / r i -.. i,: 2. 'r' t '1'.•• r: �i'-- - f,% _ !�
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!, V -
•� SERIEB:BIG GUNS —'24°
TRAJECTORY''' -�:° ►Yr�i1+=' .�� ; �` :�,:I:4;!��..:
:''� �.. , •r..�. ti
100
100 T TAPER SORE
NOZZLES - U.S. UNITS
- ~`'"'� .:' :_, •
1fj N =$ •;:7x
N3S��.,•,'
N e
'�: ;NaS21e
N �-le-.
N7s to :. �.
N�.le � �'
N Now a
2v �.4
Nozzle
'i'
1a
P.S.I.
I GPM- CIA,
GPN OIA.
GPM DIA
GPM DIA.
GAM DIA,
GPM DIA.
GPM CIA.
GPM CIA.
G?M' 4p1%�
GPN10•
CIA.
•
40
47 lot,
57 202'
66 241
71 222'
91230'
103 240'
1 lie 250'
134 256'
152 ' } 2S2'
50
s0 2C5'
GA 215•
74 221:
67 235'
100 • 245'
IIS 256'
133 • 205'
130 273'
lu 210'
204 300'
...
60
$5 213,
e9 zzr
at 240
96 2S0'
110 250,
12S 270'
143 2a0•
t64 256•
162 295'
224 3ta'
7a
60 225'
75 239'
as 2:0'
s03 263'
120 273'
138 293'
Iss 29S
177 302,
t97 310'
243 33a•
a0
a4 23S'
79 24a'
94 250•
110 273•
126 295'
146 29S'
1U US'
t89 3'W
210 326•
25a ' 354'
a:T"
90
66 245'
83 248'
100 2F0
rl7 263'
135 295'
IRS x6.
1-5 315•
201 ]2s'
223 Z'
274 362•
%%r
too
77 255
a7 26a'
100 2S0'
123 293'
143 30S'
IS3 31a'
195 30'
212 336'
2�S US'
269 372'
{
114
r6 255'
92 27a'
lit 290•
129 303'
ISO 3tS'
t7t 324,
125 335,
222 3A4'
24T US' 304 340'
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-,,}", t: _ • -� _i'le,..-, ti .
.l. ,��• �: i••�t l•�a ,t_ _ ".l+�v :r.�:t�• ��: r:.', .�_e: .��,-7'.y��'�'... •���t�'.lYaMw`I•i. ,1/'1 .'yy_��1 }�f •� �,{iia
^. .•'7 i�.�'�+'E. .1,`. 't•-• •rr-',. • ;•} Y'.!;l.•.. '. �•ti:i rl ,�7r Ste
`U.S.
•.y 100 R RING NOZZLES UNITS
s .f `/x,
+� ' + •?� a; :1, .,, !--; f;,
•.:.�+i.
x°fs,._: �: ��* ; .+
P.S.I.
fling
1 GPM
CIA.
Rini
.76a
9 GPM
CIA.
Aing
Al2'
GPM
MA,
GPM
Ring
857-
CIA,
GPM
Rinq
A95'
DIA,
Airy
.9r,
Gass
CIA,
GFIA
Rio
.96Sq
CIA,
s0
74
220
as
M.
100 ,230'
115
240'
129
250'
ISO
255•
197
260•
60
11
235'
96
240•
110
245'
125
250,
141
270'
164
275•
10
210•
70
ae
245-
104
2a0•
I]$
M.
133
275,
152
290'
177
M. .
198
300'
-
a0
94
255'
111
205,
127
273•
145
265'
t63
300.
129
3:3'
211
315,
90.
99
26S'
117
775'
134'
205,
1S4
,• 293'
173
:''31G'• '_
201
315•
224
325•
too
IDS
270'
124
2a0•
142
295'
192
305'
162
320'
212
325'
238
335'
110
110
Vs.
130 .290'
149
305'
170
' 315,
191
323,
222
335•
148
345'
dLun*W al throw iS approximately 3% lea for the 2t• InjectOry angle, aa+, less for 78' . F' .t+R-•,.s3•Y4.t..,? .'.„-"- •P 4l'',�?
'f: •.r •L '�': ~_ -S r• :x• 43"" .y �. •r.� tiF r'.::: :. *3i. lgti; r� �."�J. I.�
:•E=A;•''s`:.ar Erll' 4 A. ' - F3�a' ' r S !r • art f'r 'lit•
t �'•,t-- r .. •.rr',�'' r.. R•IV,,4,:y _ �••- :' .1: • �. i'r, r'.ai 'y r, ..-.I�}4A' •.,
� _•}- •.'. - `1a'•'. y... .5,. s.t �0,:•l_e�. .r'r v.;�''lr r 'y'�:• 7, r,''1'fr.
� %ZFj50..SERIES BIG GUNS :24°.TRAJECTORY''," art?:.=:�.,:
' 1 i :. •'�:.r•V ��'_ ,'1',.�..-�•. '•' •2.. .r, t
''.1:'Li.-f'}lc• - .s :e:•:,• } }tom;{.
a' "i50 T TAPER BORE NOZZLES U.S. UNITS V,:
PS.I.
NeZ_:'•
GPIA DIAL
! NOiJe
If b'
GPM Ou.
Ne::II
A'
GPM CtA,
Nozife
tA
GPM DsA.
Ncxxl4
t,t•
GPM 01A,
t.2'
GPM :'A
Nozzle
� t3•
!! GPM Du.
s0
t00
25C'
130
270'
16S
290,
205
310,
z S
3301.
300
343'
+ 350
360'
a0
110
215'
147
285'
162
305'
225
225,
255
3AS'
330
M
I 29.
360•
70
120
290'
155
300'
197
320,
245
340'
295
360'
355
3w
415
395'
90
129
29-0'
1 165
310•
270
333•
250
355'
315
375'
390
M.
say
410,
90
135
300'
173
320'
223
345'
275
3651
=5
390'
405
4t0•
473
425'
100
143
3t0'
t65
1
330'
233
355'
290
375'
333
400'
425
42.
s00
44a
110
1S0
320•
1"
3401
247
383,
305
3a5'
I 370
41W
"S
A30•
a25
4S0'
120
t57
330'
204
350,
256'
375'
320
395• I
385
420•
465
&A:'
S=s
460,
:r •:
150 R RING NOZZLES - U.S. UNITS
P.S.I.
ain�r
as
GP!A
-,IA.
. Rinp
9T
� GPM
CIA.
Wing
11Ca'
GPIA
DIA.
Rin�
"le
GPM
CIA.
rung
t,25-
� r?'A
CIA.
Pl;
Gp%I
CIA.
Rin�
� ,SPM
CIA.
50
too
2LS'
130
265'
1a
285'
205
300'
253
320'
300
33S'
350
350-
60
Ito
250'
143
250,
112
3c0'
qlp--
31S'
27S
=51
230
S:C'
I US
365
70
120
2"
155
290'
191 •
310•
245
330'
- 295
350,
355
3651
415
3813•
60
12s
250'
165
300'
210
320,
260
3A0•
31S
150,
380
710'
AAS
395'
90
133
290'
175
310'
223
330'
275
350'
335
370'
405
390'
4-,S
405'
100
143
300'
Ias
320'
235
340-
290
360,
3.':
380•
425
AN,
Sip
&IS,
110
ISO
310• I
195
330'
247
330'
x3
370,
370
90•
35
44
AID'
525
424'
120
157
3 -1. I
204
335,
2H
390,
320
300,
HS
4001
AM
Ai.•
54S
435•
, Y. •
' •The diameter of arrow is approximately 3% less for me 21•,trajecto7 ar4i. `•'1 &I,, tee' =- ''..-
200 SERIES BIG GUNS 27° TRAJECTORY"'...
200 T TAPER BORE NOZZLES - U.S. UNITS
P.S.t,
Nax::e
1.c5-
GR!A Du,
Nox::e
�P,At.t-DIA
N O=a
GPM'2•pu
NGxsle
I GPMt3�OIA.
No2Zle
GP:A74 DIA.
::--"I
GP'•tt� DIA.
NOUN
GPMA•OIA,
Na�.e I!
0;;..t CIA f
Notxle
GPM�•CIA.
60
250
345'
gas
355'
330
375•
395
39W
44S
410•
Sig
A30'
Sag.
44S'
Us
470'
823
493•
70
270
31101
310
1
380•
353
395,
4t5,
410'
Aa0
A30'
S55
450'
630
i a
4'l�'
390
515'
ao
290
375'
330
395'
360
41W
445
470r
515
450,
590
A70'
975
48S'
Sas
W,
913
S3s'
90
310
39c,
La
410,
4a5
425'
A75
"S'
545 '4a5'-
62'
Aa5•
71S
305'
ass
$35'
•.SS
555,
100
325
AW
370
42W
425
4AQ1
300
460'
375
Aa0'
550
sm.
735
SW
930
sw
1060
67s' .
Ila
3+0
AIC•
390
430,
"S
ALSO,
325
470'
603
Ass,
15i5
5:5'
790
$33'
94
IDS'
Ilia
Soo,
120
355
A20'
403
4AC'
46S
a6C
543
4aG'
630
SCSI
723
53W
an
5a0'
us
a60'
1140
4133'
130
370
425
425
4A5•
46S
465•
sea
4",
635
515•
7S5
SAO•
no
s60'
Ic2s
SW
1210
a20'
1
.:t i•lhh•�:
J'AID, 1
200 R RING NOZZLES - U.S. UNITS • , -•: L~ j ; :�ti'r.
�a
1 -41 Ring ;..
It.29- ae»trall
' GPCIA.
1 15- Ring
((11 4a' aexutq
GPM DIA.
I •
``156; a
GP14 QIA.
t Rinp
1,6a sexual}
eAPM DIA.
t t,r Ring
r1.7A' aeval}
GPM GI/1v
1
( 7
GPM D
`1A3' aetustY
GPM OIA4-
a0
as
2 30 32S' • ,.
25°..,' 340'. .�:•.
300 36S•
, 3130 37r3•
3S0 370
3as .. ; 390' '
410 390•
4As 410•
470 405'
915 425'
4V
sm •' WQ
Se9 •
640 433'
40 43a
a
I713 >Li' a v
:- • 35!1 7a3'
419 ass
sa0 AZS'.
3Ss 4A0'
a30 4a9'
'>`
735 473 .
eo
90
2" •' 370
310' r
310' IrF
s, 3w �r
c'3i 41a3 41Y : 5'
l+0• c
443 { r 420 _:
7 4 t C' rt,
L.e 7: 4�•: �•
�' $19 '. 414a•
r Y ¢I$=.. 4LS9•
sr0 '. ss9' ;
ass 47Q'
a7s .7a .
f. er' 463
714�s
105 . 497
sOS•
10°
1 t-
3ia 7 ` 390'
AC'9•�,
srr 42S , " AZS'-,:�-
; 435�
s00 . Y
9
92�•''a�y _ '�•I.I' •i;:�;N
,; '
:,> 67s ::7"?r 4a.1/'
ia' a0.i .', 4'�• '
6a0 46p'
�•� 4�'
x + 7ss 900• -
�,> 619'
L,
9w 620•
94S a3s• .
h }
ass 4id `�F
37p .t!
��r}.
t 'Yv46a':�_
W4
i
T , A6s•
_ 729 600'
,rt
,r S7S _ . s12�
129
gas law
1029 690'
.
470 fi:
a55 i•. A90' '
7S5 .�`r SCSI'
G..-' a6D'
. s •.e .. -r:r. s+e maley 2M N= for 9u 34! I ao ' 9p fau br 1M 21! Valeetory jangle.:. ; . .."r` . , : ` ? ' ' ,�
-•4 ! G 3W.1 Gi4irmonce data�haa be" abtalnid v Ww ideal tgl'1beQltioM and may he advel'say 611W..d trr tand, COar bytllat;G aramr w w os r (actor& r ••,-
`,T'F.:; Nelson lrr4gatbn CoropraY!oti.r!!i.es rtp nf#jaaetnatien regarding droplet condhion, unrfwmielc ar appReatlon - , _ n7

' �' Y ' ' • "' • .. w- Q .i.i.! . W....... rr. - ��'f�r`•'n_n.i.....tw. ... _ •. �.w � ' .+ln. ." .. ' `.« s . Y ....' -._ .- - � - • Y_ _....
,,.,...,�.:...,-.._�,., ..w?.:.�sn....a.»- Y' t �T • .. .ii f y �. - r F^.MiSiY �1"ca
? `} x y' L„ CY i
' -FRICTION E.OSS-'CHARTS
�.. ;'FOR'"DIAMOND'PIPE
*M IPS DIMENSION`'
:4-Inch ;5•Inch a 6-Inch $Inch 10-inch . 12-Inch ,
Gallons
Per Min.+
FRICTION HEAD LOSS IN FEET PER HUNDRED FEET
150
1.11
160
1.26
170
1.41
'
180
1.57
190
1.73
200
1.90
220
2.28 .81
.34
.09
240
2.67 .95
.40
.10
260
3.10 1.10
.46
.12
280
3,56 1.26
.54
.14
300
4.04 1.43
.61
.17
320
4.56 1.62
.69
.19
340
5.10 1.82
.77
.21
'+ 360
5.67 2.02
.86
.24
` 360
6.26 2.22
.95
.26
400
6.90 2.45
1.04
.28
420
2.69
1.14
.31
440
2.92
1.25
.34
y / 460
3.18
.1.35
.37
Y 480
3.44.
1.46
.41
500
3.70
1.58
.43
550
1.89
.52
600
2.22
.61
650
2.58
71
700
2.96
.81
750
3.36
.93
800
3.78
1.04
850
4.24
1.17
9oo
Table based on Hazen -Williams
4.71
1.30
950
equation=Cw = 150 '
5.21
1.44
1000
5.73
1.58
1050
1100
1150
1200
1250
1300
1350
1400
1450
1500
1,73
1.88
2..05
2.21
2.39
2.57
2.76
2.95
3.16
21 200 PSI i.00 3.35
1600 26. 160 PSI .91
1700 .32.5. 125 PSI .64
1800 41 100 PSI .765
1900 "`.. St `:- x r, �80 PSI '.:.`.75.' .
200063 PSI' 71
Loss
baldline indicates velocities in excess bl 5 feet per second.
Velocities wnjch.exceed.5 ieel'per second are',not recommended.
11 To find friction head loss in
PVC pipe having a standard
dimension ratio other than 21.
the values in the table should
be multiplied by .the
appropriate conversion factor
(F) shown below:
SOA PR F
.10
.10
.11
.12
.14
.15
.18
.21
.24
.28
.32
.36
.40
.44
.49
.54
.060
.083
.096
.110
-.125
.141
.158
.175
.194
.213
.233
.59
.254
.65
.276
.70
.298
.76
.322
.82
.346
.88
.371
.95
.397
1.01
.423
1.08
451
1.15
.508
1.30 .568
1.45 .632
.698
1.79 : ,..767
1.97 .840
�1 .

1
71
►.
' Diainond'ASTM D•2241 Diarnolid
d PVC Pipe Gasket Specifications
IPS Rressure•Rate
°, •}tom �c•-��a-� � .�
Approxirna'teLCoup" er�f]ffnenslons;,,�r:
+-.n,..•„> w, i".. i, a M '�'•t `t �.f[ti'b-I?+°i•'!� 'i 'fJ 'F L �", 1 ��i' "' .
LN
�; , r,�t
1r �."rw�p 'f..: +ry 7w ry.f ! ,Y `t A `
C
'
A
O.D.
C
Size
Gasket Race
Socket Depth
2
3.166 .
4.500
' 21/2
3.719
6.000
3
4.434
6.000
4
5,603
5.000
6
8,252
6.250
8
10.420
6.500
10
12.762
7.500
12
14.952
7.500
.D-2241 Pipe Dimensions
Minimum Wall Thickness
• 0 1185 son-11 5
SOR•21
SOA 26
SOA•12 5 SOA41
S.fE C.0 Scn to 315 Pst
200 Psi
160 PSI
I2S PSI IDo PSI
:+ .840 .109 .062
'.. " 1.050 .113
060
1 1.315 133
.063
I"1 1.660 .140
.079
064
'056
1 ��" 1.900 145
090
073
058
2 2,375 .154
113
091
073
2'a" 2.875 203
137
110
088
3 3.5W .216
167
135
108
4 4.500 .237
214
173
138 .110
5 5.563 .258
265
214
171 .136
6 6.625 .280
316
255
204 .162
8 8.625 .322
4 t0
332
265 .210
10 " 10.750 .365
511
413
331 262
12.750 .406
606
490
392 .311
1
4
imor:d's 1P Pressure PVC Pipe Coupler
-Rated
*sets th9 require'rrients blASTM
D 3t39 I
'Inql.il'a ICI, 1114,130lllty
0
i9
1. Gasket configuration locks gasket in place and
prevents fishrsiouthing.
2. Chevron seal for added pressure sealing ca-
pacity.
3. Compression seal -- provides a seat under
vacuum.
4. Wiper beads to clean spigot end.
Diamond ASTM D2241
IPS Pressure -Rated PVC Pipe
Rieber Gasketed Joint Dimensions
limp
YAAY
r f 0 {�►>t O.D.1
Tj
a�.es, C,ua j
Pi l+c
A
6
D
Size
Inxen
so".Ct
Di_tn,:lcr
4 ir__
3 1/9
3 "
4
5 114
a 7116
4 1 P_
5 11?
4 1 r
6-
5
6
7 13/16
8-
S Ir_
6 7/8
10 118
10-
5 314
7 1r
13 Ir
1'_-
6
S 114
14 11/16
Short farm
Spccificrltion for Diamond '=
PVC Irrigation I5ipe
ASTM-D2241-SD12a1,32.5,26,or21 '
Diamond PVC Irrigation ripe shall be made of
compounds conforming to ASTM D1744 with a
cell classification of 124548. Diamond PVC
Irrigation Pine must meet all the dimensional,
chemical, and physical, Icyuirements as outlined
in ASTM D2241.-Annca. ANSIIASAI? S376.1,
tied SCS 430•DU and will Lc supplied 111 20 Blot
�';; '�laytng lengllls '•Y , e, 1 J '

ti
t
SPECIFICATIONS DATA
Diamond IFS pressure -rated PVC pipe (2'
Through 12") t5 macle oc compounas conlorming
to material requirements of ASTM D224 i In
accordance with ASTM D1784. The pipe sizes
(4" throu0h 12") are made with an integral
bell Jrtich utilizes, a gasket for sealing in
accordance with the requirements of ASTM
F477 Integral sockets for solvent cementing
meet the requirements set forth in ASTM
D2672
a` Diamond IPS pressure -rated PVC pipe ineets. all
the dimensional• chemical. and physical
requirements as outlined in ASTM 02241
Each male end Shall be beveleo to lacitttate-
joining and reference marked for
proper depth of inserlion Diamond furntstieci
lubricant is io be used in the joining process
Diamond IPS pressure -rated pipe is supplieb in
20•toot lengths
SDR21(2QOP5q:-
PROPERTIES OF PVC 12454.9 (1120)
Property
ASTN1
Minimum
Test
Specific Gravity
f) 792
1 40
Tensile Strength. psi
D 638
7.000
Tensile Modulus, psi
D 63S
400.000
IZOD impact Strength.
D 256
65
ft , lb /in.
ASTM TEST
-3 Vo Sulfuric Acid. D 5=z
Days Flotation at
_S , or - 2° C
Change in.weicry r, • 0 1 = 0
Change in Flex Strength, y:a '25 0 to + 5 0
-1S1 M Oil No 3. 30 Da:
n+?12r5iOr1 at 230 C
Change in weieni °, I +7 to I U
•t9 .
-IN'S
(„ Clive nacill -
fit 11111C

i
- ... J74NSTALLAT10N
MATERIAL C a7FICAT14INS
I •• �-- _ _••„� � � , +.I t=� e� OFSL•RI�TIQN'[3 "1: tt;N7 a LA7i 1�w7
y _ xOtL Y tali 114%CSIrT10N OF
.)iamond Agricultural,P,VC Pipe should be assembled and �... CI.AX' TVrr•. f1ATt:11AL CLAfx[FICATIus
Installed with uniform,and continuous support from a firm
Ctr, 1 f.:,.• M.Ad p.e r! ..,.Iv. 11W. ".r,.Id Lft r 1 64 Ift/1 Ir r m
base in accordance with the installation procedures provided k f•_.,..r."1.N..,"i.-.'�t'"'�•.-`�"r�.+" r'r i•war'
.b&. Ckk... r.rld 04i
in ASTM D2321, and the Installation Guide jar PVC Water
CW, 11 Sr:II•• Gw WCO•p•.fN it+••k -w Ir.rrl.wr
Pipe (a "pocket -sized" edition is available from your �,.,r„ 1616W" H.• 4.s-L twaa 93%."46r4 ,Mr. tiu.:r.f
representative or from Diamond Plastics Corporation) C'. �
cr 81w17 V.A.1 il...k and p...t..AJ r..ra Wk . r L.r., 1u't .+ ...r J
Embedment materials are to be in accordance with soil
classifications listed under Unified Soil Classification
System, ASTM D2487.and ASTM D2488.
Tc assemble, clean mating surfacei of the bell, spigot, and
gasket. Apply gasket lubricant (furnished by Diamond
Plastics Corporation) to the entire spigot end up to the
reference mark. Also, apply lubricant to the contact surface
of the gasket.
With the pipe in straight alignment, push the spigot into
the bell up to the insertion line. If a pry bar is used to
apply forcc, the pipe should be protected by placing a board
between the bar and the pipe,
If normal force does not complete the joint, disassemble the
joint and extimirie the parts to make cel,ian they are free of
obstructions. Visually inspect the completed joint to insure
he gasket has not been dislodged.
Table 5.
APPROXIMATE GUIDE FOR ESTIMATED RANGE OF DECREE
OF CO.IPACTION VERSUS EMBEDMENT CLASS AND AtETiMD
OF PLACEMENT AS PERCENT OF STANDARD PROCTOR
DENSITY OR RELATIVE DENSITY*
FOR GRANULAR MATERIALS IN PARENTHESIS"
CLASS OF EMBEDNIE.%7
1
11
111
I`
IAar,uh[Yud
MATERIAL DESCRIrnON
GrrrAv
S"d and Cn..7
M:afd . "a
Frr cni..
M3,C"I
soils • Cks
Shc,
Sn:II
OI .Wa a,l.uvc Cortlw n,.fe
9 i1
9 II
10
Iim.1 S of diy milk •
Sal Cw 11.61„a, Mcvwd
I 4 of haeux Ia leim._1 Dcmi1, R.. fie .
Co1l,pcslbryowumlr,
93•IOG
91•1m
43•100
9Gtm
WI30-ml
t7f-10:11
;MI= '
waft►rDal+kk
i69!
1491
M91
11.90
•draw!
tya711
044101
Coral arac by tmww,*.
IVD 91
Me$
1ua731
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.The haunching area is most irhporwrit to the support of
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compacted to the densities given in the Long Term
Deflection Chart.
Figure 2.
i
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B OSS '„IN {.POLYE;TH LENF- HOSE
FRICTION' .
- - - -P S.I. FRICTIOX LOSS -PER 100 FEET PQLYETHELIHE IRRIGATION k05E (WATER)
.; b3 50 40
90 `82 75 .
Kt1. ., .135 125 f 120 , 110 3 2.7 ' 2.5 2.1 1.60 1.30 -
�0. D. A. 0 3.7
-1.0. IN5. �1.5 4.1 0.9
.-
-
- '
- -
1.1
3.1
6�L1 1a
-
.-
_ _
_ _
- -
- -
� - -
- -
_ �'
2.3
L.6
11IN. .20
' '
-_
--
_ _
- -
- '
- _
1.4
4.0
11.2
30
40
--
--
_
--
- _
_ _
--
--
--
_-
--
2.1
6.0
16.9
54
--
�-
--_
-
__
--
1.2
2.9
8.4
b0
- -
- -
-
- -
1.0
1.6
3.9
11.2
70
' -
- -
-
_
_
- -
1.3
2.0
4.9
14.4
_
.
100
--
-_
__
1.3
2.3
3,61M
B.9;
110
- -
-
__
- -
- -
1.6
2.7
4.2'
120
- -
a.7
!.8
3.1
4.9
130
- -
-
0.8
2.1
3.6
5.b-
140
- -
- -
0.9
2.4
4.1
6.4
150
- -
- -
1.0
2.7
{.b
7.2-
1b0
-'
+ -
1.2
3.0
5.2
8.1-
'�
170
- ~
--
0.9
1.3
3.4
5.7
8.9
--
180
--
- -
1.0
1.4
3.7
6.3
9.9
__
140
- -
200
' _
0.9
!.1
l.b
4.1
4.5
T.0
7.6
210
1.0
1.3
1.7
1.4
813
220
230
- -
1.1
1.4
2.1
5.3
.
9.0
- -
-
244
- '
1.2
1.5
2.2
5.7
9.8
- -
_
250
0.9
1.3
1.6
2.4
6.2
- -
260
1.0
1.4
1.7
2.6
6.6
270
1.0
1.5
1.9
2.8
- -
- -
- -
- -
- -
280
1.1
l.b
2.0,
7.1
- -
__
--
--
--
290
1.2
1.7
2.1
3.2
8.1
300
1.2
•1.8
2.2
3.4
8.6
310:
1.3
1:4
3.b
4•Z
320
1.4
2.0
2.5
3.8
9.7-
3ja0
1.6
2.3
2.6
- 4.2
350
1.7
2.4
3.0'
4.5
360
1.7
2.5
3.2
4.7-
370
1.8
2.7
3.3
4.9-
380
1.9
2.8
3.5
5.2-
390
2.0
2.7
3.7
5.5
- -
400
2.1 3.1
3.8
5.7 - - _ _ ! _ _ _-
420
2.3. 3.4
4.2
6.3 - -
` _ -•� _ _ . .
•
440
2.5 3.7
4.6
6.8 - - - _
- - - - - - - -
460
2.7 4.0
5.0
- -
7.4
7 ;1�.�?:,;
it + •+`' c 'y `
•. ,
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- ' Y;i"�'t
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r •'" ;; j' y 5 .'v`-a ,.
: ,

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1
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.i - .� -[ ' �j -•° i -!• -"� ,i � y ,r . iW . `� .r '.' is .� 7 r+. � •1 �.1 r �.�. � ry,.Y)
f�G .'• �'PVC PIP
'IN ALUMINUM f - E �, w
• • FRICTION. LOSS ,
1 P.S.I. 'FRICTIDX Li15S PER 100 R=T
P.S.I. FRILTIOX LOSS PER,100 FEET pYC IRRI6aTIOX PIPE
ALUXIM ION PI_P£ 111 CWFL RS
5` .s b S INS. I. D.. 2 3 4 5 � 8
IXE. I.D. 2 3 17-
f0 0.1 -- -- -- -- --
-. _ ..
SAL/ 10 0.1 :' _ . - - - _ _ KIX. 20 0.4 0.1
HIM. 20- 0.5 0,1 - " _ _ 30 0.8 0.1 - --
30 1.1 6.2 - ` " " - 40 1.4 0.2 - - - - - -
.0 1.9 0.3 o.l 50 2.1 0.3 0.1 - -
50 'Z 9 0.4 0.1 7- - - 60 2.9 0.4 0.1-
bo 4.1 0.6 0.1 - - 70 3.9 0-5 0.1 - - - -
70 5.4 O.s 0.2 0.1 - - . - _ E0 5.0 0.7 0,2 0,1 - - - _ �� Y
60 -- 1.0 0.2 0'.1 90 -- 0.9 0.2 0.1. -- ".%
90 - - 1.2 0.3 0.1 100 - - 1.0 0.3 0.1 - -
104 - - 1A 0.4.• 0.1 - ` 110 - - 1.2 0.3 0.1 - - - -
110 -- 1.7 0.4' 0.1 0.1. 124 -- l.5 0L4 0.1 --
120 - - 2.0 0.5 0.2 0.1 _ _ 130 - - 1.7 0.4 0.1 0.1 _ +
130 • - - 2.4 0.6 0.2 0.1 140 - - 1.9 0.5 0.2 0.1
140 - - 2.7 .0.7 0.2 0.1 ` .. 150 - - 2.2 0.5 0.2 0.1
150 - - 3.1. 0.8 0.3 0.1 - " 160 - - 2.5 0.6 0.2 0.1
160 - - 3.5 0.9 0.3 0.1 - -
- 3.9 1.0 0.3 0.1 - - 170 - - Z.8 0.7 0.2 4.I -
-170 1 � - - 3.1 0.8 0.3 0.1
IN - - 4.3 •1.1 0.4 0.1 " " 190 - - 3.4 0.8 0.3 0.1 -
' 4.8 1,2 0.4 . 0.2 200 - - 3.7 0.9 0.3 0:1
200 - - 5.3 1.3 0.4 0.2 - Zip - - 4.1 1.0 0.3 0:1 -
210 1 1.4 0;5 0.2 220 - -_ 4.5 1.1 0.4 -0.2220 " • - 1.5 0.5 0.2 0.1 73 - - 4.4 1.2 0.4 0.2 - -
230 _ _ - - 1.7 O.6 0.2 0.1 _ - 5.3 1.3 0.4 0.2
240 - -
240 _ _ - - 1.8 0.6 0.3 0.1 20 _ _ _ 1.4 0.5 0.2 - -
250 - - - - 2.0 0.7 0:3 0.1 20- - - - 1.5 0.5 0.2 0.1
260 - - - - 2.1 0.7 0.3 0.1 Z7p 1.6 0.5 0.2 0.1
270 - - - - ;2.3 O.8 0.3 0.1 - - - 1.7 0.6 0.2
2E0 -- - 2.4 6.8 0.3 0.1 _ -. 1s;b.6 0.3 0.1
- , 2: 6 .0.9 0.4 0.1 240
290 ` - 300 - - - - 2.0 0.7 0.3 0.1
3m 2.T 0.9 0.4 0.1 310 2.1' 0.7 0.3 0.1
310• - L 4 .1.0 0.4 .0.1 320 2.2 0.7 0.3 0.1
320 - - - - 3.1 1.0 0.4 0.1 330 w 2.3- 0.$ 0,3 0.1
330 - - - - 3.3 1.1 0.5 0.1 340 _ _ . _ _ 2.5 0.8 0.3 0.1
340 _ - - 3.5 .1.2 0.5 0.1 �50 _ _ _ _ 2.6. 0.4 0.4 0.1
350 _ - 3.h 1.2 0.5 0.1 - _ ' 0.9 0.4 0.1
360 - _ 3.8 1.3 0.5 0.1 370 360 60 2.4 1.0 0.4 0.1
• 370 - . - - 4.0•• 1.4 0.6 0.1 380 _ _ 3.0 1.0 0.4 0.1
380 _ _ 4.2 1.4 0.6 ' 0.1 - - - - 3.2 1'.1 0, 4 0.1
390 - - - - 390 4.5 1.5 0.6 0.2 90. - 3.3 1.1 0.5 0.1
- 4.7 i.6 • O.b 0.2 _ 3.6 1.2 0.5 0.1
4.00 420 `
�ZO •- - - - ,5.1 1.7':.0.7 8.2 440 _ „ - -. 4.0 1.3 0.6 0.1
0.8•. 0.2, 4.3 1.5
0.
'$:Lf•'` l.i `c�:.�i 460 -• 4'S•i«ir �-`:�^.f� .M.. 4�W: :1•--.ly,.� �y 1 ,.y.
460. ' Z Z 4.4�$ 0.2 f, - a 1.7 0.7 0.2
5 0
vyrii�{':.'��+i"��`4�k 1•��'� �' 2' ,. �, ,Of s, r,.. ., :ti �. •^. 4, ;L!'
•r

0
be fabricated in almost. any configuration. Some epoxy coated fittings
include stacks and hydrants as an integral part'of the fitting.
occasionally it may be necessary to connect PVC plastic pipe'to steel
or CA pipe: - This connectioh,can- be made with a coupling 'called a
transition or repair coupling.` "In -line valvei' can be supplied Wth
conn.ections•to.gasket pipe.
Thrust, blocking isrequiredfor gasket pipe_: Most -thrust blocks
will 6e concrete.- Manufacturers recommended thrust blocks at any
change in direction greater than 100. Figure 1'gives an example of
different arrangements for thrust blocils.
1 5..--i�'�-.,, �.. ..ti .. . n,
�,,.,, Figure i ;Example of different. arrangements for
..w � tiH3 F• v S'' ! F , t, � • Y� �'Y r .� 4.: 7 r a as ` t 44
Vj
- L5

1
•
,
C
t
Figure 2. Anchorage blocks for in -line valves.
• 5
.Table 1 is the forces encountered at end plugs. to calculate
forces encountered at bends, tees and ~ayes, multiply the figure in
Table 1 by the factors given in Table 2.
Table 1. Thrust W at End Plugs '
Thrust in lbs_ for test aressure in osi
Pipe Diameter
.(Inches)_-
100 PSI
150 PSI
�206' PSI
250 PSI
11s
295
440
590
740
2
455
680
910
11.40
211
660
990
132'0 •
1650
3
985
1480
1970
2460
4
1820
2720
3630
4540
6
3740
5600
7460
9350
8
•6-4'90" •
9740
13, 0U0 .
16,200
10
10,650
16,000
21,300
26,600
12
15,150
22,700
30,200
37,800
14
20,600
30,800 '
41,100
51,400
16,'
26,600
39,800
'53,100
66,400
. W
' S �+ M 5 4

' ~-fix,. ,�a L, :^+.;..i. ' ' '•
- '• ' a... . i�
Table 2. Factors .for Calculating Thrust W for
r ;yr , : ` : �.• Elbows and"Tees. : w ..,
E1Gows: 90 1.41, Tees = 0.70 L
60° 1.004.' .
45Q- 0.76 ,-'
300 0.52
6,5
Table 3 gives the safe bearing load for different soil types.
Table 3. Safe Bearing load
Soil
r MuIch, peat and similar
Soft Clay
Sand
Sand and gravel
Sand and gravel cemented
with clay
Hard shale
lb/ft2
0
1000
2000
3000
4000
10,000
Thrust block area(fi2) _ W - Thrust (Table 1 & Table 2)
- of I bearing strength (Table 3)
In placing concrete thrust blocks, check with the manufacturer of the
pipe being used to ensure thh$ the correct size thrust blocks are
bei.ng used. ;
There are a number of machines that can be used to prepare -the
trench for PVC plastic pipe. Soil types, moisture content, depth of
trench required and type and diameter of pipe must be considered.
Generally chain trenches,.wheel trenches,'backhoes, or vibrating plows
will be. used for'trench preparation. The vibrating plow can only be
used for solvent weld PVC pipe and generally is limited to the smaller
diametet of pipe: Under most conditions the chain- trencher or wheel
trencher will be faster than the backhoe. Where wide trenches for large
pipe are required, the backhoe will be most satisfactory. If soil
conditions -permit,- long stretches of open trench will expedite pipe
installation. However, if rain is forecast the pipe should be installed
..r::,. and the trench backfilled. To avoid sharp turns in the line at obstructions,
trenches should, be curved within limits of curvature a pipe.
c rvatu of th

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r 1'�" '•�� P'.x 'sw f4 "71 v� •rk •►�S'�r- •a,).=�jw�. t", �y��'� � .. .-; • 'ir•:i; •+ ,�'1. r'�4`'�q - .t
l.••y�4'{ ..�� S. i _ L, ..,• •.•P�: ° 1;3s'ar
1 ro q�� v'ii , .,f"t tiF3 :.r +,:•�.;+� • L ti
Pod �Offtce° =Box 1
rms no, N . Carol[na •26444. .x
�- � Harrel�s North
4 ' � .. C -,4s LE,-;i'�}r�y ,,4 � eon :� ��a^' • - �»�`.'r ...
'r "one: (919j 532, 4729
DFoie: (s19) 2-zssa . 'F
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5'
ti e'{:Y �}.,
-
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r
OPERATOR: STANLEY CAVENAUGH
SITE #1
------------------------------
DESIGN REQUIREMENT: 521482 cu.ft
19314 cu.yds
TOTAL DESIGN VOL. AVAIL: 528360 -cu.ft --
19569 cu.yds
ESTIMATE OF EXCAVATION: 472176 cu.'ft =
17488 cu.yds
ESTIMATE OF PAD: 210303 cu.ft =
7789 cu.yds
ESTIMATE OF DIKE: 73264 cu.ft =
2713 cu.yds
ESTIMATE OF MATERIAL FOR SANDY -CLAY LINER =
4895 cu.yds
ESTIMATE OF TOPSOIL REQUIRED: =
300 cu.yds
RATIO 1.66 = 1 JOB CLASS
IV
Designed By ,,�
'2 -If I I
Ro
,� .•, ...... '-;
Date
Dsi n A ` 7S
J Approval y:
`
Date •
��'•.
9 LEME
NOTE: Final certification of the iagoon.wil1"depend:,�ii�'
o�n -all
specifications be�nF� met: Important specificatioris:`:Yn'clitce'`lensth,
width,
depth, slopes, tops •il ;placement, correct. eievations (:top .'bottom, •
discharge pipes)' s edi.ng and mulching.
.

4P
YA k v,
l

Operator : STANLEY CAVENAUGH County:
DUPLIN
,
_ Date'.,
06/067.94 -
Distance to nearest residence (other
than
owner):
2400.0
feet
1. AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish)
x
1417
lbs. _
-0
lbs
O sows ( farrow to, feeder)
x
522
lbs. _
O
lbs
2580 head (finishing only)
x
135
lbs. --
348300
lbs'
0 sows (farrow to wean)
x
433
lbs. =
0
lbs
0 head (wean to feeder)
x
30
lbs. =
0
lbs
Describe other
O
,
Total Average Live Weight =
348300
lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 348300 lbs. ALW x Treatment Volume(CF)/lb. ALW
Treatment Volume(CF)/lb. ALW = 1 CF/lb. ALW
Volume = 348300 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = . 0.0 cubic feet
4. TOTAL DESIGNED VOLUME
Inside top length (feet)--------------------- 300.0
Inside top width (feet)--------------------- 235.0
Top of dike elevation (feet)----------------- 49.0
Bottom of lagoon elevation (feet)------------ 38.0
Freeboard (feet)----------------------------- 1.0
Side slopes (inside lagoon)------------------ 3.0 = 1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH. DEPTH
3.0 3'.0 3.0 3.0 294.0 229.0 10.0
AREA OF TOP
LENGTH * WIDTH =
294.0 229.0
AREA OF BOTTOM
LENGTH * WIDTH =
234.0 169.0
67326 '( AREA OF TOP)
39546 ( AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
264.0 199.6 210144 (AREA OF MIDSECTION * 4)
CU FT. [AREA TOP + ( 4*AREA. MIDSECTION) + AREA BOTTOM] DEPTH/6.
67326.0 210144.0 39546.0 1•
Total Designed Volume Available = 528360 CU. FT.

i lei
S. TEMPORARY -STORAGE REQUIRED
DRAINAGE AREA:
Lagoon ( top of dike)
Length * Width
300.0, 235.0 70500.0 square feet
Buildings ( roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 70500.0 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Feces & urine production in gal./day per 135 lb. ALW 1.37
Volume = 348300 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 636228 gals. or 85057.2 cubic feet
5B. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculat
the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day * 180 days storage/7.48 gallons
per CF
Volume = 0.0 cubic feet
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount
180 days excess rainfall - 7.5 inches
Volume = 7.5 in * DA / 12 inches per foot
Volume = 44062.5 cubic feet

tl ^4 •'t' fs�^ �
a
{
r 1j�.t
ii}'j_ �i
•Y''(( p 0J(.:�1 yr .•
1 :�'eT ...r��n i'�ia.S �:-� i,'S
•
_j.w4i
�-'S r{'
'� , .�F• '.�3�' 'i iL'. . .• ��
.' �
... is .�
�t i+t.. � > � ... ..
5D . ;Volume of 25'
year : - .year-'24 hour
storm
Volume =
7.5 inches
/ 12
inches per
foot DA -...
Volume =
44062.5 cubic
feet
TOTAL'REQUIRED TEMPORARY STORAGE
5A.
85057
cubic
feet- ,
5B ,
0
cubic
feet
5C.
44063
cubic
feet
5D.
44063
cubic
feet
TOTAL
173182
cubic
feet
6. SUMMARY
Temporary storage period====================>
180
days
Rainfall in excess of evaporation===========>
7.5
inches
25 year - 24 hour rainfall--================>
7.5
inches
Freeboard==================== --------- ---__--_>
1.0
feet
Side slopes-===____-------___________________>
3.0
_ 1
Inside top
300.0
feet
Inside top width==w_________________________>
235.0
feet
Top of dike elevation------=================>
49.0
feet
Bottom of lagoon elevation==================>
38.0
feet
Total required volume=======================>
52.1482
cu. ft.
Actual design volume========================>
528360
cu. ft.
Seasonal high watertable elevation (SHWT)===>
44.0
feet
Stop pumping
45.2
feet
Must be > or = to the SHWT elev,----=====>
44.0
feet
Must be > or'= to min. req, treatment el.=>
44.0
feet
.Required minimum treatment volume===========>
348300
cq. ft.
Volume at stop pumping elevation============>
351885
cu. ft.
Start pumping elev._____________________----_>
47.4
feet
Must be at bottom of freeboard & 25 yr, rainfall
Actual volume less 25 yr.- 24 hr. rainfall==>
484298
cu. ft.
Volume at start pumping elevation===========>
488527
cu. ft.
Required volume to be pumped=====___________>
129120
cu. ft.
Actual volume . planned to be um ed==========>
P P
of liner -_>
�, ulle,
136642ao
G ►.
Min. thickness soil when require
eep
7 . DESIGNED BY: APPROVED B
i
FESSi ••.: Z
O OZ ; Y
a SEAL
DATE: �.?� DATE:
r
F 2294
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
'�•,, R. °.Fy'�r`'�
COMMENTS „_
_

' •
OPERATIOW AND MAINTENANCE PLAN SHEET 1 OF=2
r
This lagoon is designed for waste treatment (permanent storage) and
180 days .of temporary storage. The time required for the planned
fluid level " (,permanent and temporary storage ) .to 'be reached may vary
due to site conditions, weather , flushing operations,,. and the amount
of'fresh water added.to the system.
The designed temporary storage consists of 180 days storage for:
(1 ) waste from animals and (2 ) excess rainfall after evaporation. Also
included is storage for the 25 year 24'hour storm for, the location.
The volume of waste generated from a given number of animals will be
fairly -constant throughout the year and from year to year, but excess
rainfall will vary from year to year. The 25 year rainfall will not ,
be a factor to consider in an annual pumping cycle, but this storage
volume must always be available.
A maximum elevation is determined in each design to begin
pumping and this is usually the outlet invert of pipe(s) from
building(s). If the outlet pipe is not installed at the elevation to
begin pumping, a permanent marker must be installed at this elevation
to indicate when pumping should begin. An elevation must be established
to stop pumping to maintain lagoon treatment depth.
Pumping can be started or stopped at any time between -these two
elevations for operating convenience as site conditions permit, such as
weather, soils, crop, and equipment in order to apply waste without
runoff or leaching.
Land application of waste water is recognized as an acceptable
method of disposal. Methods of application include solid set,
center pivot, guns, and traveling gun irrigation. Care should be
taken when applying waste to prevent damage to crops.
The following items are to be carried out:
1. It is strongly recommended that the treatment lagoon be pre --
charged to 1/2 its capacity to prevent excessive odors during
start-up. Pre -charging reduces the concentration of the initial
waste entering the lagoon thereby reducing "odors. Solids should be
covered with effluent at all times. When precharging is complete,
flush buildings with recycled lagoon liquid. Fresh water should not
be used for flushing after initial filling.
2. The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see attachment)
before land application.
3. Begin temporary storage pump -out of the lagoon when fluid level
reaches the elevation 47.4 as marked by permanent marker. Stop pump -
out when the fluid level .reaches elevation 45.2 . This temporary
storage, less 25 yr-- 24 hr storm, contains 128745 cubic feet or
963011 gallons.

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

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

r
t�
1
.� � .. - - .. - . • » eel`: _ "�
Tr3 = SHEET. 2" OF ;2
So�ainer 'material'�shal'i come fr664n i'a'pproved .bor"r"owarea` ,•The^ '
minimum -water -`content -of -the - liner- material -shall - be -optimum -moisture
content which relates to that moisture content when' the soil is kneaded
in the hand it will form a ball' which does note- readily .:separ"ate: `•'`Ufater .
shall be added..to borrow as necessary to insure Proper' moisture -content"
during placement of the liner . The moisture.content of the liner
material-shall•'not be less than.optimum'water content -during placement.'
The maximum water content relates -to the soilmaterial•being t6o •wet
for efficient use of hauling equipment and proper compaction. Proper
compaction of the liner includes placement in 9 inch lifts and
compacted to at least 90 percent of the maximum ASTM.D698 Dry Unit
Weight of the liner material. When smooth or'hard, the previous lift
shall be scarified and moistened as needed before placement of the next
lift. f
The single most important factor affecting the overall compacted perme-
ability of a clay liner, other than the type of clay used for the
liner, is the efficient construction processing of the compacted liner.
The sequence of equipment use and the routing of equipment in an estab-
lished pattern helps assure uniformity in the whole placement and
compaction process. For most clay soils, a tamping or sheepsfoot
roller is the preferable type of compaction equipment.
The soil liner shall be protected from the discharge of waste outlet
pipes. This can be done by using.some type of energy dissipator(rocks)
or using flexible outlets on,waste pipes.
Alternatives to soil liners are synthetic liners and bentonite sealant.
When these are specified, additional construction specifications are
included with this Construction Specification..
CUTOFF TRENCH:
--------------
A cutoff trench', shall be constructed under the embankment area when
shown on a typical cross section in the plans. The final depth of the
cutoff trench shall be determined by observation of the foundation
materials.
VEGETATION:
All exposed embankment and other bare constructed areas shall be seeded
to the planned type of vegetation as soon as possible after construc-
tion according to the seeding specifications. Topsoil should be placed
on areas of the dike and pad to be seeded. Temporary seeding or mulch
shall be used if the recommended permanent vegetation is out of season
dates for seeding. Permanent vegetation should be established as soon
as possible during the next period -of approved seeding dates.
REMOVAL OF EXISTING TILE DRAINS
-------------------------------
When tile drains are encountered. the tile will be removed to a minimum
of 10-feet beyond the outside toe of slope of the dike. The tile
trench shall be backfilled and compacted with good material such as
SC, CL , or CH.

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1 .SAJ'.PLF- nC&LECT1fON ', _ .� ;, . �' • . °�, .w..
A. Liquid ManUee� Slurry-
_1. Under_slotteid-floor pit
a.- Use a length of 1/2" 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 At into the manure
to the pit Iloor. '
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.
c. 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 1/2 pint
into 'sample container.
2. Exterior storage basin or tank
a. Flake sure the manure has been well mixed or homogenized with a
liquid manure chopper -agitator pump or propeller agitator.
b. Tale samples from approximately 5 locations in the pit, from the
agitator pump.,' or from thetmOure spreader and place.in a bucket.
c.'': Thoroughly mix and empty 1�y2f pint into sample container.
II. SA&PLE PREPARATION ARD TRANSFER
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 such as a freezer- bag.
S. The sample should be refrigerated, iced or cooled, if possible, or trans-
ferred to the lab immediately,
C. Band -delivery is the most reliable way of sample transfer, but it can also
be mailed.
D. If mailed, sample container should first be protected with a packing material
such as newspaper,. then boxed or packaged with wrapping paper and taped.
E. The 14CDA Plant Analysis Lab provides this service for a nominal fee of
$4 per sample which should be forwarded along with the sample.
p

PS14CD'
1. Address: 1; C. DeparWent of Agriculture - •; : :
Plant Analysis Lab '
Agronomic Division
Slue Ridge Road Center"
Ral ei h. KC 27611 " .
Ph: ?919) 733-2655
Attn: Dr, Ray Campbell
F. Request that as a minimum the following analyses be performed:
I. Total nitrogen (TKh)
2. Ammonia nitrogen (KH 10
'3. Total phosphorus ,(TP
4. Potassium .(K) '
5. pry litter samples should also include a total solids (TS) analysis.
G. Other analyses performed at no extra cost -by NCON include trace minerals.

L' %icf -•
PSWCO 2
41
B. Lagoon Liquid
I. Collect approximately 1/2 pint of recycled lagoon liquid from'the
inflow pipe to the flush tanks.
2. From lagoon
a. Place a small bottle (1/2 pint or less) on the end of a 10-15
foot long pole.
b. Extend the bottle 10-15 feet away from the bank edge.
c. Brush away any floating scum or debris so it is not collected
with sample.
d. Sut-large the bottle within 1 foot of the liquid surface.
e. Repeat at approximately 5 locations around the lagoon, place
into a bucket, thoroughly mix, and empty 1 pint into sample
container.
3. From a multi -stage lagoon system collect sample from lagoon that
is going to be irrigated from.
II. SAZ1PLE PREPARATION AND TRANSFER
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 al�o'be placed in 'steal-ed plastic bag such as a freezer bag.
B: The sampi a should be refrigerated, iced or cooled, if possible, or trans-
ferred to the lab immediately.
C. Eland -delivery is the most reliable way of sample transfer, but it can also
be mailed.
D. If mailed, sample container should first be protected with a packing material
such as newspape7r. then .boxed or packaged with wrapping paper and taped.
E. The NCDA Plant Analysis -Lab provides this service for a•nominal fee. of
$A per sample which should be forwarded along With the sample..
1_ Address: J:. C. Department of Agriculture
Plant Analysis Lab
Agronomic Division
Blue Ridge Road Center
Raleigh, 14C '27611
Ph: (919) 733-2b55
Attn: Dr. Campbell

1 SEEDING,
SPECIFICA_T�IONx.S;x".teasi e44o
-r*1 t11
_
AREA TO BE SEEDED: 2.0 ACRES
USE --THE SEED MIXTURE INDICATED AS .FOLLOWS:
0.0 , LBS . FESCUE GRASS AT 60 LBS . /ACRE
..(BEST.•SUITED ON CLAYEY OR WET SOIL` CONDITIONS}
SEEDING DATES,: SEPTEMBER 1 TO,NOVEMSER 30
.FEBRUARY 1 TO MARCH 30
0.0 LBS. RYE GRAIN AT 30 LBS./ACRE (NURSERY FOR FESCUE)
0.0 LBS. 'PENSACOLA' BAHIA.GRASS AT 60 LBS./ACRE r
(SEE FOOTNOTE NO. 1)
SEEDING DATES: MARCH 15.TO JUNE 15.
-16.0 LBS. HULLED COMMON BERMUDA GRASS AT 8 LBS./ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL I TO JULY 31
0.0 LBS. UNHULLED COMMON BERMUDA GRASS AT 10 LBS./ACRE
SEEDING DATES: JANUARY 1 TO MARCH 30
0.0 LBS. RYE GRASS AT 40 LBS./ACRE (TEMPORARY VEGETATION)
SEEDING DATES: OECEMBER-1 TO MARCH 30
LBS.
APPLY THE FOLLOWING:
2000.0 LBS.'OF 10-10-10 FERTILIZER (1000 LBS./ACRE)
4.0 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
200.0 BALES OF SMALL GRAIN STRAW (100 BALES/ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE
ALL DISTURBED AREA IMMEDIATELY AFTER EARTH MOVING IS COMPLETED.
APPLY LIME AND FERTILIZER THEN DISK TO PREPARE A 3 TO 4 INCH
SMOOTH SEEDBED. APPLY SEED AND -FIRM SEEDBED WITH A CULTIPACKER
OR SIMILAR EQUIPMENT. APPLY MULCH AND SECURE WITH A MULCH
ANCHORING TOOL OR NETTING.
1. PENSACOLA BAHIAGRASS IS SLOWER TO ESTABLISH THAN COMMON
BERMUDA GRASS. WHEN USING BAHIA, IT IS RECOMMENDED THAT 8
LBS./ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER
UNTIL BAHIAGRASS IS ESTABLISHED.

''` •. '� r - + ,�M.,S„« .�.«,nwury..;dq,+�..w�w •m:i�',.r'"L•'"��.'S+• 1 5, � ,, q
PlJ1f t"�F`ptCAVATEfl WASTESTORAGE PIT.
ilp
e ...f y+"` �.,,,f�.s �' .. yr»•'#�.�`.�4y: 5i!� • I.I�f ua -• ... .•..rr �-r a...s..r.�..r�.;..
:. county:
7DO. Q
�....,�. .w ,LIMa TN ^�
11
��
/ 1
. / 1
a
1�
it Of it.0r'f�TO 1
�yra AVE. Tot+ MET.
• , ` - ., QA lt1►t_ i0T7ps ELR. • I
• 7— jF.e
Use of facility:
Capacity -
Soil Type•
Beach lark Deice
7, h . A}5s tom,
On b* for
s� vo(uo cat1tadtltttam)
!'I1l,r•,�L l W Ac ti LAO�SDti
Bottom
Normal Liquid Laval
Storage for normal Precip.
Xa x i = Liquid Leval
23 yr. atom storage
Crest SSW
Xc. Flov Depth
C= zg . r- D !6t3 .
Itlev. BQ
Z.lev.
(+)
rt.
Zlev.
(+)
Ft. .
Ilev.
M
(+)
Elsv.
�.fl

TYPICAL VIEW OF A ONE -STAG LAGOON SYSTEM
Confinment Building Top Width IZ.,o
Pipe Invert Elevation
• • - Y • 7.
Pit {` SS Z,b t
fir`
�: f r •
.
t TREATMENT
LAGOON
kl
Settled Top Elevation V� z
SSSs
3A •�
Depth =
Pipe (heeds to he adequately
supported)
Bottom-Slevation 3$.Ck
NOTE: RIP -RAP, FLEXIBLE .PIPE OR OTHER SUITABLE MATERIAL WILL BE
PLACED AT PIPE OUTLETS TO PREVENT EROSION OF CLAY LINER

Department- o#Acuture
_Ut
:Soil ConservatiOrn�rServ3ce
PLANNED
! •
QUANTITY CALCULATIONS
prepared for
CEt C9 n8LAC; 1
in
Area3
County, North Carolina
r
Designer
: h gay
Checker
Date
: 06/07/94
Date
Job Number 05a
** EXCAVATION ** ; ** FILL **
sot
Left Right
Off-CL
;
CL Dist ; Area
Volume ; 'Area Volume
Width
SS SS
( f t )
;
Sta ( f t ) ; (5gFt )
( Cu .Yds ) ; ( SgFt ) ( Cu .Yds )
234
3:1 3:1
123.0
;
1+57 ; 2471.8
i 0.0
43 i
3917.8 0.0
234
3:1 3:1
123.0
;
2+00 ; 2448.3
; 0.0
100 ;
13124.8 ; 0.0
234
3:1 3:1
123.0
;
3+00, ; 2523.5
; 0.0
' 47 ;
174$8.2 0.0
234
3:1 3:1'
123.0
;
3+47 ; 2489'.9
; 0.0
�DTf4,� CK

n i. r
US Department of,Aar`ieulture
Soil Consbrvatioj Service
CROSS=SECTION 'DATA
CUANTITY�'CALCULATIONS -u -- -
• .w} • _.•. ♦.ram.. !_l.. .f .'..
prepared , for
s cav©nsutq H
in
Area3 County, North Carolina
Designer : h gay Checker
Date : 06/07/94 Date
Job Number 05a
TEMPLATE DATA:
Beginning Elevation = 36.2
Beginning Station = 1+57
1+57 to 2+00 c\3cl234./3 0.00000 ft/ft
2+00 to 3+00 c\3cl234/3 0.00000 f t/ft
3+00 to 348+.5 c\3cl234/3 0.00000 f t/ft
SECTION NUMBER 1
Centerline Station 1+57
ORIGINAL DATA:
0.0 / 45:3 100.0 / 45.3' 200.0 / 45.7 300.0 / 45.7 400.0 / 45.
SECTION NUMBER 2
Centerline Station 2+00 -
ORIGINAL DATA:
0.0 / 45.3 100.0 / 45.3 200.0 / 45.6 300.0 / 45.6 400.0 / 45
SECTION NUMBER 3
Centerline Station 3+00
ORIGINAL DATA:
0.0 / 45.5 100.0 / 45.5 200.0 / 45.7 300.0 / 46.0 400.0 / 46
SECTION NUMBER ; 4•.."
Centerline 3+47
ORIGINAL DATA:
0.0 / 45:5 100.0 / 45.5
200.0 / 45.5 300.0 / 45.9 400.0'' / 45

M
'i'M�k7;rii.^�. ;�':'�,k��fs•4}�L'3•:P`e "wti-..� �T�'��,
. r- .A�., .'" ' }i �n �.•3�1 _'Frig �� .; i... 'T'
US D*par-tment of A&JOuitur�e
:'SoiX Conservation 'Service
PLANNED 1
QUANTITY CALCULATIONS
prepared :for
s-t�nlay c
in
Area3 County, North Carolina
r
Designer : h gay Checker
Date : 06/06/94 Date
Job Number 04b
** EXCAVATION **
; **
FILL **
Top
Left
Right
Off-CL
i CL
Dist
;
Area
Volume
; Area
Volume
Width
SS
SS
(ft)
; Sta
(ft)
;
(SgFt)
(Cu.Yds)
; (SgFt)
(Cu.Yds)
210
4:1
4:1
15.0
; 0+70
;
0.0
; 797.5
130
;
0.0
;
3759.7
210
4:1
4:1
15.0
; 2+00
;
0.0
; 764.2
140
;
O.0
;
7789.1
210
4:1
4:1
25.0
; 3+40
;
0.0
; 790.0

' OH-Var-1.44
US Department'::,'of or.iculture
toil 'Co'ns�rvation ,Se"rvice
CROSS-SECTION DATA
QUANTITY CALCULATIONS
prepared* for y =
in
Area3 County, North Carolina
Designer : h gay Checker
Date : 06/06/94 Date
Job Number 04b -
TEMPLATE DATA:
Beginning Elevation = 49.2
Beginning Station = +70
+70 to 2+00
2+00 to 3+40
SECTION NUMBER 1
Centerline Station +70
ORIGINAL DATA:
0.0 / 46.4 100.0 / 45.5
d/4cl210\4
d/4cl210\4
0.00000 f t/f t
0.00000 f t/f t
200.0 / 45.4 300.0 / 45.4
SECTION NUMBER 2
Centerline Station 2+00
ORIGINAL DATA:
0.0 /. 46.3 100.0 / 45.7 200.0 / 45.6 300.0 / 45.6
SECTION NUMBER 3
Centerline Station 3+40
ORIGINAL DATA:
0.0 / 45.8 100.0 / 45.8 200.0 / 45.5 300.0 / 45.5

TYPICAL CROSS—SECTION OF
' LAGOON CONSTRUCTION WITH
clft7 L. Air
1.9FE T THICK CLAY LINER
!
'
FILL �,' (17INIi4U1t)
`�1
AVERAGE GROU?1D J
t. FILL N. ,
AVERAGE G•RQUND�,
VARIABLEEXCAVATE THIS AREA AND
. T. 31
SANDY HATERIAL DACKFILL WITH CLAY
VARIABLE SANDY HATERUI ,`s.
NO CLAY
j
NO -CLAY,: $ Ya
- -FEET THIC �� '. i
,'] _8 FEET THICK
CLAY LINER
# ,,
CLAY LINER
EXCAVATE
{:
SANDY CLAY —CLAY
r:.
SANDY CLAY —CLAY
•
,�.o:u •.jr . �i�t•1'.r�: .1'. t} �'�i�� '1 a
-
'
:R'�",'��
g
ADDITIONAL' EXCAVATION DUE: TO LINER:
AVERAGE DEPTH TO CLAY — X 1.8 FEET T1lICK X DISTANCE r_
CUBIC FEET = CUBIC YARD
27
MOTE: WHEN AREAS OF UNSUITABLE MATERIAL ARE ENCOUNTERED, THEY WILL. NEED
CUBIC FEET/CUBIC YARDS
TO BE EXCAVATED A MINIMUM OF f•�
''``'
FEET BELOW GRADE, BACKFILLED AND COMPACTED WITH A SCS APPROVED MATERIAL (SC, CL, CH). 'A•`�

-ww., .o,ti,,.«.�...,..�.. ._ r.���, ._. .,.,_ ._,.,...-...... ._,� .-,.. ,. _._ ««-..�........... ..._. ... .. .. __. _.-.. .- .... _. :. �� •,t �E l`.,-vie
.
•
ci
-
' ,� .� • ; �„' .:ham.
... . ,....

iz-
i j7 .
ii
S 4 � ;'.Z .... - . - �.-�;z .- --- ._ �.-•-- �-: of £-; _.___...._._..- _ .
-
_r�••�__
I 1
• va
•
11
`
I
+,J

' 6 f
"71 T.�k yYg1��a, . io- y�,�:: ' �y 1� �i�� ` kd' �� � .'...''��v:� ��� �;�y � '�''r ii',. c �•- �3+T.. •.:
. R��� Ky•lu . � � #� -i"�' f r. � �a3,� .k"f� � S.:�x:i+i�� . �.w-�s` �" • , ter i `ice` � • r° r: •" .1 „ •

Kaffnss
-�J : arric.. Harrells , North Carolina 28444 l=arrns., no.
_Phone: [phone]M • Fax: -[phone]
OPERATOR: STANLEY CAVENAUGH
-----------------------------
SITE
#2
DESIGN REQUIREMENT:
-521951
cu.ft =
19332
cu.yds
TOTAL DESIGN VOL. AVAIL:
530310
----------
cu.ft =
19641
----------
cu.yds
ESTIMATE OF EXCAVATION:
440419
cu.ft =
16312
cu.yds
ESTIMATE OF PAD:
275292
cu.ft =
10196
cu.yds
ESTIMATE OF DIKE:
103800
cu.ft -
38.44
cu.yds
ESTIMATE OF MATERIAL FOR
SANDY -CLAY
LINER -
4922
cu.yds
ESTIMATE OF TOPSOIL REQUIRED:
RATIO 1.16 : 1
300 cu.yds
JOB CLASS . IV
Designed By -,[� --- -7 _/T-- `�5
- ��.•`C4�� Date
Dsign Approval
929 r+ Date
• F
�'.`�oy''•LOfN Vc-Q..�
y ••••....,.•• ��r'4.
�'•,,9 L E DES
NOTE: Final certification of .f.'haii 4*16o�n will depend upon all
specifications being met. Important specifications include length, width,
depth, slopes, topsoil, placement, correct elevations (top, bottom,
"discharge pipes), seeding and mulching.
.r.t

Operator : STANLEY CAVENAUGH County: SAMPSON `" W,. -1 Date:' : " 05/30%94' `, ,
Distance to nearest- residence ( other than owner); 2400.0 feet
1. AVERAGE LIVE WEIGHT (ALW)
0
sows
( farrow to
finish)
x 1417
lbs.,
_ - 3 ' O
lbs
0'
sows
(farrow to
feeder)
x 522
lbs.
= 0
lbs
2580
head
(finishing
only)
x 135
lbs.
= 348300
lbs
0
sows
(farrow to
wean)
x 433
lbs.
= 0
lbs
0
head
( wean to feeder)
x 30
lbs.
= 0
lbs
Describe other _
0
Total Average Live Weight = 348300 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 348300 lbs. ALW x Treatment Volume(CF)/lb. ALW
Treatment Volume(CF)/lb . ALW = 1 CF/lb . ALW
Volume = 348300 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet
Q. TOTAL DESIGNED VOLUME
Inside top length (feet)--------------------- 315.0
Inside top width (feet) ----------------------- 225.0
Top of dike elevation (feet)------------------ 50.0
Bottom of lagoon elevation (feet) ---- 7------- 39.0
Freeboard (feet) ----------------------------- 1.0
Side slopes (inside lagoon)------------------ 3.0 1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 309.0 219..0 - 10.0
AREA OF TOP
LENGTH * WIDTH =
309.0 219.0
AREA OF BOTTOM
LENGTH.* WIDTH =
249.0 159.0
67671 ( AREA OF TOP)
39591 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4..
279.0 189.0 210924 (AREA OF MIDSECTION * 4)
CU.'FT. r [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/e
67671.0 210924.0 39591.0 1
Total Designed Volume Available = 530310 Cu. FT

S. TEMPORARY_• STORAGE,REQUIRED
DRAINAGE AREA:
Lagoon ( top of 'dike)
Length * Width =
315.0 225.0 70875.0 square feet
Buildings ( roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 70875.0 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Feces & urine production in gal./day per 135 lb. ALW 1.37
Volume = 348300 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 636228 gals. or 85057.2 cubic feet
5B. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculat
the lagoon -water are, accounted for in 5A.
Volume = 0.0 gallons/day * 180 days storage/7.48 gallon
per CF
Volume = 0.0 cubic feet
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount
180 days excess rainfall = 7.5 inches
Volume = 7.5 in * DA / 12 inches per foot
Volume = 44296.9 cubic feet

5D . Volume of 25
Year ,-1 24 ; hour ; storm
4 s �' . � •'
� tl. - . . 1 . I .,, i � �
.. -• i i � 2.b' l . � - . .�f �
, - w :�1 .. .T F. .'L.�
Volume -
7.5 inches / 12
inches per foot * DA
y�.
!t•
Volume = 44296.9 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A.
85057
cubic
feet
5B.
0
cubic
feet
5C.
44297
cubic
feet
5D.
44297
cubic
feet
TOTAL 173651 cubic feet
6. SUMMARY
Temporary storage period====================> 180 days
Rainfall in excess of evaporation===========> 7.5 inches
25 year - 24 hour rainfall=========-________> 7.5 inches
Freeboard===--================ -------- =.=====> 1.0 feet
Side slopes===-=_______-_--__________________> 3.0 : 1
Inside top length_____ ------ 315.0 feet
Inside top width============================> 225.0 feet
Top of dike elevation-----==================> 50.0 feet
Bottom of lagoon elevation================= > 39.0 feet
Total required volume-== ___=_______________> 521951 cu. ft.
Actual design volume========================> 530310 cu. f t .
Seasonal high watertable elevation (SHWT)===> 44.4 feet
Stop pumping 46.2 feet
Must be > or = to the SHWT elev . =========> 44.4 feet
Must be > or = to min. req, treatment el.=> 45.0 feet
Required minimum treatment volume===========> 348300 cu. ft.
Volume at stop pumping elevation============> 352986 cu. ft.
Start pumping 48.4 feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr . 24 hr. . rainfall==> 486013 cu. ft.
Volume at start pumping elevation===========> 490275 cu. ft.
Required volume to be pumped================> 129354 cu. ft.
Actual volume planned to be pumped==========>•.•••�`$9,,cu. ft.
Min, thickness of soil 'liner when required=���� ,....� et
qq .oF g
7. DESIGNED BY: i✓i- APPROVED BY
��,555EEE r
DATE: . ? _ DATE : 9294 1>/
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN �''•.,,9 �EN�ES�.�`'�
COMMENTS: - ��44.�.i w;/jrs
9

SHEET 1 .OF 2
OPERATION.AND MAINTENANCE_ PLAN
This lagoon is designed for waste treatment (permanent storage) and
180 days of temporary storage. The time required for the planned
fluid level ( permanent and temporar);' s'toirage)'to` be 'reached may. vary'
due to site conditions, weather, flushing operations,"and the amount
of fresh water '°added "to` the system".
The designed temporary storage consists of 180 days storage for:
( 1 ) waste from animals and (2) excess rainfall after evaporation. Also
included is storage for the 25 year - 24 hour storm for the location.
The volume of waste generated from a given number of animals will be
fairly constant throughout the year and from year to year, but excess
rainfall will vary from year to year. The 25 year rainfall will not
be a factor to consider in an annual pumping cycle, but this storage
volume must always be available.
A maximum elevation is determined in each design to begin
pumping and this is usually the outlet invert of pipe(s) from
building(s). if the outlet pipe is not installed at the elevation to
begin pumping, a permanent marker must be installed at this elevation
to indicate when pumping should begin. An elevation must be established
to stop pumping to maintain lagoon treatment.depth-.
Pumping can -be started or stopped at any time between these two
elevations for operating convenience as site conditions permit, such as
weather, soils, crop, and equipment in order to apply waste without
runoff or leaching.
Land application of waste water is recognized as an acceptable
method of disposal. Methods of application include solid set,
center pivot, guns, and traveling gun irrigation. Care should be
taken when applying waste to prevent damage to crops.
The following items are to be carried out:
1. it is strongly recommended that the treatment lagoon be pre -
charged to 1/2 its capacity to prevent excessive odors during
start-up. Pre -charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids should be
covered with effluent at all times. When precharging is complete,
flush buildings with recycled lagoon liquid. Fresh water should not
be used for flushing after initial filling.
2. The attached waste utilization plan shall be followed. This
Plan recommends sampling and testing of waste (see attachment)
before land application.
3. Begin temporary storage pump -out of the lagoon when fluid level
reaches the elevation 48.4 as marked by permanent marker. Stop pump -
out when the fluid level reaches elevation 46.2 This temporary
storage, less 25 yr- 24 hr storm, contains 129354 cubic feet or•
967569 gallons.

' • � r♦ • r. .. ...SHE-
., ET ;2 .OF •2
. - it r '�r.r•_ r
4 . The ,xecommended,.max1mum amount: to 'apply` per irrigation r4is
one 1 )Y inch..and �the.i�recommewf nded maximum appTicationI'Zr rate's is'.O",3
inch -per hour. Refer to the waste utiliiatiion plan for-'fur'ther details.
S. " "Keep vegetation on the embankment and areas adj cent •to the
lagoon mowed annually. Vegetation should be fertilized as'iieed6d"
to maintain a "vigorous stand t.,.
.6. Repair any eroded areas or areas damaged by.'rodents aril
eistablish in vegetation.
7. All surface runoff is to be diverted from the lagoon to stable
outlets.
B. Keep a minimum of 25 feet of grass vegetated buffer around
waste utilization fields adjacent to perennial streams. Waste will
not be applied in open ditches. Do not pump within 200 feet of a
residence or within 100 feet of'a well.. Waste shall be applied in a
manner not to reach other property and public right-of-ways.
9. The Clean Water Act of 1977 prohibits the discharge of
Pollutants into waters of the United States. The Department of
Environment, Health, and Natural Resources, Division of Environ-
mental Management, has the responsibility for enforcing this law.

iu
a ,1 SHEET. 1 OF.., 2
�
SPECIFICATIONS' ' FOR CONSTRUCTION OF WASTE"�wTAEATMENT•LAGOONS'
' ? �..w 3,.: i Y� ui.J: ` U.i iC—+ --� =
FOUNDATION, PREPARATION Y
The foundation area of the lagoon embankment and building pad shall',be
cleared of -trees. logs, stumps, roots, brush, boulders,sod and rubbish.
Satisfactory disposition will be made of all debris. The topsoil from
the lagoon and pad area should be stripped and stockpiled for use on
the dike and pad areas. After stripping, the foundation area of the
lagoon embankment and building pad shall be thoroughly loosened prior'
to placing the first lift of fill material to get a good bond.
EXCAVATION AND EARTHFILL PLACEMENT:
-----------------------------------
The completed excavation and earthfill shall conform to the lines,
grades, and elevations shown on'the plans. Earthfill material shall
be free of material such as sod, roots, frozen soil, stones over
6.inches in diameter, and other objectionable material. To the extent
they are suitable, excavated materials can be used as fill. The fill
shall be brought up in approximately horizontal layers not to exceed 9
inches in thickness when loose and prior to compaction. Each layer
will be compacted by complete coverage with the hauling and spreading
equipment or standard tamping roller or other equivalent method.
Compaction will be considered adequate when fill material is observed
to consolidate to the point that settlement is not readily detectible.
NOTE THE SPECIAL REQUIREMENTS FOR PLACEMENT OF LINERS IN THE LINER
SECTION OF THIS SPECIFICATION. The embankment of the lagoon shall be
installed using the more impervious materials from the required
excavations. Construction of fill heights shall include S percent for
settlement. Dikes over 15 feet in height and with an impoundment
capacity of 10 acre-feet or more fall under the jurisdiction of the NC
Dam Safety Law. The height is defined as the difference in elevation
from the constructed height to the downstream toe of the dike.
Precautions shall be taken during construction to prevent excessive
erosion and sedimentation.
LINER: THE MINIMUM REQUIRED THICKNESS SHALL BE 1.6 ft.
NOTE: LINERS (PARTIAL OR FULL) ARE REQUIRED WHEN THE ATTACHED SOILS
INVESTIGATION REPORT SO INDICATES OR WHEN UNSUITABLE MATERIAL IS
ENCOUNTERED DURING CONSTRUCTION.A TYPICAL CROSS SECTION OF THE LINER
IS INCLUDED IN THE DESIGN WHEN.LINERS ARE REQUIRED BY THE SOILS REPORT.
When areas of unsuitable material are encountered, they will be over -
excavated below finish grade to the specified depth as measured
Perpendicular to the finish grade. The foundation shall -be backfilled
as specified to grade with a SCS approved material (ie - CL,SC,CH).
REFER TO THE SOILS INVESTIGATION INFORMATION IN THE PLANS FOR SPECIAL
CONSIDERATIONS.

• 'SHEET 2 '
Soil liner materia7bo'rrow,area:°'.''The
minimum 'water' content of the liner'material shall .be optimum moisture
content which- relates to that, moisture content when ,:the soil . is"1 kneaded .
in the hand it will form a.ball which does not readily'-sepa`rate. Water
shall be added'to borrow as :necessary -..to Afisure. propertKmoisture�conterit
during placement of the l i ner": The moisture content of the' l i der
material shall not be less than;optimum -water-content during placement.
The maximum -water content relates.to thes.oil material being too wet
for efficient use of hauling equipment. and 'proper.'compaction. Proper
compaction of the liner includes placement in 9 inch lifts and
compacted to at least 90 percent of the maximum ASTM D698 Dry Unit
Weight of the liner material. When smooth or hard, the previous lift.
shall be scarified and moistened as needed before placement of,the next
lift.
The single most important factor affecting the overall compacted perme-
ability of a clay liner, other than the type of clay used for the
liner, is the efficient construction processing of the compacted liner.
The sequence of equipment use and the routing of equipment in an estab-
lished pattern helps assure uniformity in the whole placement and
compaction process. For most clay soils, a tamping or sheepsfoot
roller is the preferable type of compaction equipment.
The soil liner shall be protected from the discharge of waste outlet
pipes. This can be done by using some type of energy dissipator(rocks)
or using flexible outlets on waste pipes.
Alternatives to soil liners are synthetic liners and bentonite sealant.
When these are specified, additional construction specifications are
included with this Construction Specification.
CUTOFF TRENCH:
--------------
A cutoff trench shall be constructed under the embankment area when
shown on a typical cross section in -the plans. The final depth of the
cutoff trench shall be determined by observation of the foundation
materials.
VEGETATION:
All exposed embankment and other bare constructed areas shall be seeded
to the planned type of vegetation as soon as possible after construc-
tion according to the seeding specifications. Topsoil should be placed
on areas of the dike and pad to be seeded. Temporary seeding or mulch
shall be used if the recommended permanent vegetation is out of season
dates for seeding. Permanent vegetation should be established as soon
as possible during the next period of approved seeding dates.
REMOVAL OF EXISTING TILE DRAINS
-------------------------------
When the drains are encountered, the tile will be removed to a minimum
of 10 feet beyond the outside toe of slope of the dike. The tile
trench shall be backfilled and compacted with good material such as
SC, CL, or CH.

SEEDING SPECIFICATIONS`
v ;
­i7 '3'-c3p '.
:.+°FiJ
� �j .+ ^.A �+wc:i+� � %r.� i� Y�j w.r s �.. v:ii�d.� ry{�' 1.
AREA -TO "BE'SEEDED' 1EY -:-2 S ACRES "' ' '' c�� �:: �:•r. {• .•..
'USE ;rTHE'SEED MIKTUW INDICATE D­AS�FOLl,OWS`$ ` ? -`
` 0.0 LBS .r FESCUE ' GRASS AT 60 `LBS . /ACRE
(BEST SUITED ON CLAYEY -OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 1 TO•NOVEMBER 30
FEBRUARY.1 TO MARCH 30
0.0 LBS. RYE GRAIN AT 30 LBS./ACRE (NURSERY FOR FESCUE)
0.0 LBS. 'PENSACOLA' BAHIA GRASS AT 60 LBS./ACRE
(SEE FOOTNOTE NO. 1)
SEEDING DATES: MARCH 15 TO JUNE 15
20.0 LBS. HULLED COMMON BERMUDA GRASS AT 6 LBS:/ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
0.0 LBS..UNHULLED COMMON BERMUDA GRASS AT 10 LBS./ACRE
SEEDING DATES: JANUARY 1 TO MARCH 30
0.0 LBS. RYE GRASS AT 40 LBS./ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER'1 TO MARCH 30
LBS.
APPLY THE FOLLOWING:
2500.0 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE)
5.0 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
250.0 BALES OF SMALL GRAIN STRAW (100 BALES/ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE
ALL DISTURBED AREA IMMEDIATELY AFTER EARTH MOVING IS COMPLETED.
APPLY LIME AND FERTILIZER THEN DISK TO PREPARE A 3 TO 4 INCH
SMOOTH SEEDBED. APPLY SEED AND FIRM SEEDBED WITH A CULTIPACKER
OR SIMILAR EQUIPMENT. APPLY MULCH AND SECURE WITH A MULCH
ANCHORING TOOL OR NETTING.
1. PENSACOLA BAHIAGRASS IS SLOWER TO ESTABLISH THAN COMMON
BERMUDA GRASS. WHEN USING BAHIA, IT IS RECOMMENDED THAT
LBS./ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER
UNTIL BAHIAGRASS IS ESTABLISHED.
8

w� / Of 000AVATED WASTE STORAGE PIT - :
N71 : C Date:
county:
Address:
b1IG N
1109 SLOPE �T4 I. ,
J
e ; AVE. TO/ CLEW. /o ;
r10 SECTION
(so bwk for roller eslaAstlar)
Use of facility:
Capacity:
Soil Type:
Bauch nark D&*=iVtiw '
sotto
Nord Liquid Level
Storage for norxAl Precip.
Xt#=TM Liquid Level
23 yr. atom Storage
Cr"t REW
Ma;. Flow Depth
Top of Dan
s1rv. ,o
Ilev.
M r't.
L1ev.
M —Ft
=lw.
(+) Ft.
M r.o lit.
Elev..

TYPICAL VIEW OF A ONE»STAGrk LAGOON SYSTEM
Confinment
Building
Top Width
Settled Top Elevation 6'40
s
- •
Pipe invert Elevation
Ss
Pit
SS 3,0:
SS 3.0:
era.
y
,TREATMENT
`
LAGOON
' �•
;� Depth = 9�
Pipe
(Needs to be adequately
supported)
Bottom Blevation
NOTE-_
RIP -RAP, FLEXIBLE PIPE OR OTHER SUITABLE
MATERIAL
WILL BE
�"
PLACED AT PIPE OUTLETS TO PREVENT EROSION
OF CLAY
LINER

!pp
TYPICAL CROSS; -SECTION OF
gip! LAGOON CONSTRUCTION WITH
C,14�
} I 1.9FE T THICK CLAY LINER f1
(MINIMUM)
;. FILL FILL
AVBAC£ CaROU��D? - --`— "--- --� AVERAGE GROUND
VARIABLE EXCAVATE THIS AREA AND VARIABLE SANDY MATERIAL
BACKFILL WITH CLAY i
..SANDY- MATERIAL, + NO CLAY
„ NO: CLAY f
t
FEET THIC 1_B FEET THICK
CLAY LINER - CLAY LINER
EXCAVATE
=..SANDrc CLAY -CLAY SANDY CLAY -CLAY
Z-Z G+;. d`�. fkIL t.,aaj P� SI►Acl "L�A[. l;/1LiL
ADDITIONAL'£XCAVATION DUE TO LINER:
AVERAGE'DEPTH TO CLAY X 1.8 FEET THICK X DISTANCE CUBIC FEET = CUBIC YARDS
`• 27 CUBIC FEET/CUBIC YARDS
MOTE: WHEN AREAS OF UNSUITABLE MATERIAL ARE ENCOUNTERED, THEY WILL NEED TO BE EXCAVATED A MINIMUM OF i•$
FEET BELOW GRADE, BACKFILLED AND COMPACTED WITH A SCS APPROVED MATERIAL (SC, CL, CH).

IZ-
-L7-

�4
I
1.
..!y`•-
•�, M 6 y. �
y
,� i ` s _ s2. •- -
"1-
a
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��s . v;
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OK-Var-1.44 ;.
• US Department of Agricciltur'e
Con'erViit on'Sbirvice
PLANNED
QUANTITY CALCULATIONS
Prepared for � 1�. -... .. __. �,..ry;�'`,�_ •%• _. ....:... __._
ST04t4L-EY C
in
Area3 County, North Carolina
Designer : h gay Checker
Date : 06/06/94 Date
Job Number 04a
** EXCAVATION **
;
**
FILL *.*
Bot
Left
Right
Off-CL
; CL
Dist
; Area
Volume
;
Area
Volume
Width
SS
SS
(f t)
; Sta
(ft)
; (SgFt)
(Cu .Yds)
;
(SgFt)
(Cu ,Yds )
112
3:1
3.2:1
43.0
; 0+77
; 1192.6
;
0.0
23
;
1044 .0
- ;
0.0
117
3:1
3.2:1
43.0
; 1+00
; 1258.5
;
0.0.
100
;
6436.9
;
0.0,
152
3:1
3.2:1
43.0
; 2+00
; 1653.7
;
0.0
100
;
12937.8
;
0.0
187
3:1
3.2:1
43.0
3+00
i 1856.8
0.0
48
16311.8
;
0.0
198
3:1
3.2:1
43.0
; 347+.5
; 1978.8
;
0.0
., x

US DepB'r-, sof;fAsriculture
' : `SO' I'= Consefvitio
• =
CROSS-SECTION DATA
QUANTITY CALCULATIONS
' 4 A . • a `I f' .. � L 'a� (~ �1 .4 , � . "�• ll �
prepared for
STANL_EY C
in
Area3 County, North Carolina
Designer : h gay Checker
Date : 06/06/94 Date
Job Number 04a
TEMPLATE DATA:
Beginning Elevation = 37.2
Beginning Station = +77
+77 to +77
+77 to 1+00
1+00 to 2+00
2+00 to 3+00
3+00 to 347+.5,
SECTION NUMBER 1
Centerline Station +77
ORIGINAL DATA:
c\3cl112/3.2
c\3c1117/3.2
c\3c1152/3.2
c\3c1187/3.2
c\3c1198/3.2
0.0 / 45.5 100.0 / 45.8 200.0 / 46.1
0.00000 ft/ft
0.00000 ft/ft
0.00000 ft/f t
0.00000 f t/f t
0.00000 ft/ft
SECTION NUMBER 2
Centerline Station 1+00
ORIGINAL DATA:
0.0 / 45.5 100.0 / 45:9 200.0 / 46.4 300.0 / 46.4
SECTION NUMBER 3
Centerline Station 2+00
ORIGINAL DATA:
0.0 / 46.2 100.0 / 46.4 200.0 / 46.4 300.0 / 46.4
SECTION NUMBER 4
Centerline Station 3+00
ORIGINAL DATA:
0.0 / 46.1 100.0 / 46.0 200.0 /. 45.7' 300.0 / 45.7

`' (.cort�nued)-'�06Y06'/944�'�-L;�r''w' _ - . . 1� '.•
SECTION NUMBER 5
Centerline Station 34.7+.5 r<'s'
ORIGINAL DATA:
0.0 / 46.8 100.0 / 46.2 200.0 % 46.6 300.0 / 45.4
Page12

,L US Department of . Aaii•�
�;.r.'r'` :, ��ow � , m.x< Soil <'c 'n ion ,°ulture
servat Service
'*e1PLANNED..a�-,-p. x
OUANTITYICALCULATIONS
prepared for.
�tsn1®y :c
in
Area3 County, North Carolina
Designer : h gay Checker
Date : 06/06/94 Date
Job Number 04b
Top Left Right Off-CL
Width
SS
SS
(ft)
210
4:1
4:1
15.0
210
4:1
4:1
15.0
210
4:1
4:1
25.0
** EXCAVATION **
CL
Dist
; Area
Volume
Sta
(ft)
; (SgFt)
(Cu.Yds)
0+70
; 0.0
130
;
0.0
2+00
0.0
140
;
0.0
3+40
; 0.0
** FILL **
Area
Volume
( SgFt)
(Cu .Yds ;
1038.0
4916.2
1004.2
10196.e
1032.4
Y f.

ON 44 &J, US rartm nti
; .,P grlculKYt�ure
. . r, 4 y5oi1� .Conservation �a cc
CROSS=SECTION DATA-
QUANTITY'+CALCULATI6NS
-prepared.for
�tar�ley' G
in
Area3.County, North Carolina
Designer : h gay
Date : 06/06/94
Job Number 04b
Checker
Date
TEMPLATE DATA:
Beginning Elevation = 50.2
Beginning Station = +70
+70 to 2+00 d/4cl210\4 0.00000 ft/ft
2+00 to 3+40' d/4cl210\4 0.00000 f t/f t
SECTION NUMBER 1
Centerline Station +70
ORIGINAL DATA:
0'.0 / 46.4 100.0 / 45.5 200.0 / 45.4 300.0 / 45.4
SECTION NUMBER 2
Centerline Station 2+00
ORIGINAL DATA:
0.0 / 46.3 100.0 / 45.7 200.0 / 45.6 300.0 / 45.6
SECTION NUMBER 3
Centerline Station 3+40
ORIGINAL DATA:
0.0 / 45.8 100.0 / 45.8
200.0 / 45.5 300.0 / 45.5

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UNITED -STATES, 'y i� 5 ,SOILS
DEPARTMENTi OF¢ _ ; x ''"• �-„CONSERVATIONyj
AGRICT3LTLTRE- �~.. SERVICE
,,..::
--WASTE -MANAGEMENT FACILITY 'SITEVALU
EVALUATION - "."
GENERAL INFORMATION
NAME a1�
------------------------
TELEPHONE q�Q--f -92-AOo------
LOCATION Qb �"�A Jg,�L "�
,Zrs,Jru_Ea.t�— °
------------------
SIZE OPERATION- -�AEL - --
LOCATION DATA
DISTANCE FROM NEAREST RESIDENCE NOT OWNED BY
PRODUCER -----FT.
IS SITE WITHIN 100-YEAR FLOOD PLAIN? YES----- N0-\-I---
If yes,' SCS cannot provide assistance.
IS SITE AT LEAST 100 FT. FROM A "BLUE LINE"
PERENNIAL STREAM? YES- ✓ NO ----
If no, site mast be reloca�ed.
IS SITE WITHIN'1 MILE ZONING} JURISDICTION
OF A MUNICIPALITY? YES---.;-- NO
If yes, landowner should consult with local zoning board
about required permits. Permits must be obtained prior
to design approval.
Are utilities in construction area? YES----- NO-`-"1/
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.)
Page l
r
1

• e y'
+••
p ,� •
'�
' aa A t
��;� I
,.
�i{
�.,1 �•�"."� - f 1 - �a.
r f + y.= <.
..� 7 .di ti w'�
,7
y
1 �..�1 N .'i = _ .' ', �. 1
��1'S
+
i '•�'s.7 Y `y F .
i �
� jwe_
'"�C � `L.i.
''
'J"u
� t,
tt�4 y,
`1 r��
WASTE MANAGEMENT �' i ,y .;E:., ..► -r .i �, t4
DOES •PRODUCERS SOWN ENOUGH, LAND TO PROPERLY •LAh(D�
APPLY "WASTE?. 3 �a s,, r:.. . • YES---- -NO-
IF NO 'DOES' PRODUCER HAVE YACCESSG
MORE LAND? 7
IF LAND IS NOT OWNED BY PRODUCER,,
CAN PRODUCER GET AGREEMENT ON LAND
ON WHICH TO APPLY WASTE? YES---- NO----.
(Attach Waste Utilization Plan to site evaluation.)
SOIL INVESTIGATION -- VALID
SHEET ATTACHED
IS SOIL SUITABLE FOR LAGOON?
IS A CLAY LINER REQUIRED?
IF YES, IS CLAY AVAILABLE
ONLY IF SOIL INVESTIGATION
ONSITE?
IS A CORE•TRENCH REQUIRED?
(Attach soil investigation sheet to
YES --sZ - NO ------
YES------- NO ------
YES------ NOS----
QUESTIONABLE-----
YES----'--- NO
site evaluation.)
SITE APPROVED YES------ NO------ CONDITIONAL-= -----
COMMENTS-='ti--y=1--_r-r�L��.._4__ r•P_0 _I�2�e�09.t'�
----------
THIS SITE INVESTIGATION IS VALID AS LONG AS THE DESIGN AND
CONSTRUCTION OF LAGOON CONTINUES IN REASONABLE TIME'
PERIOD. UNDUE DELAYS OR HESITANCY IN CONSTRUCTION MAY
REQUIRE THAT SITE EVALUATION BE INVALIDATED. rr
SIGNATURE -
Page 3

�
� ,�M' .�
f
., 'Fll Y�i y' u � � I
'� k v h� ��r'r '• P.� �
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.1
1
�u J��7�'•., •�
him -�s.W J '.F
l� •'i.,lr �r - ! r L. t
�
r
;
_
.16
WETLANDS
WILL SITE INVOLVE CLEARING.WOODLAND OR ANY
NON-CROPLANDI., Cr: --'• »t. �.r.. " ;.YES-==��-- :�'t.NO`�`r``
If yes, producer must' complete a F0rm_-.AD-i026. NO`�.
WILL ACTION RESULT IN . SWAMPBUSTING? i' •YES=�==�
IF WETLANDS ARE INVOLVED,' IT IS. THE RESPONSIBILITY OF THE .
PRODUCER TO CONTACT THE US ARMY CORP OF, ENGINEERS'AND'THE
DIVISION OF ENVIRONMENTAL MANAGEMENT TO DETERMINE IF
ADDITIONAL PERMITS ARE REQUIRED. NO WETLANDS SHOULD BE
ALTERED UNTIL PRODUCER RECEIVES WRITTEN APPROVAI, FROM SCS,
US ARMY CORP-OF ENGINEERS AND NC DIVISION OF ENVIRONMENTAL
MANAGEMENT.
(A copy of AD-1026 and CPA-026 should be attached to
site evaluation.)
OTHER ENVIRONMENTAL FACTORS
IS ENDANGERED AND/OR THREATENED SPECIES HABITAT
PRESENT? YES---- NO-/
IS A DESIGNATED NATURAL SCENIC AREA INCLUDED IN THE
PLANNING AREA OR WILL PLANNED ACTIONS IMPACT ON AN
ADJACENT NATURAL SCENIC AREA? YES--- NO `�-
IS AN ARCHAEOLOGICAL OR HISTORICAL SITE LOCATED IN TH�
PLANNED AREA? - YES----- NO----
ARE THERE PRIME, UNIQUE, STATE OR LOCALLY IMP05WT
FARMLANDS IN THE OPERATING UNIT? YES---- NO-f
WILL THE ACTION RESULT IN SODBUSTING? YES---- NO ----
If yes to any of"these quest�ons, refer to form NC-CPA-16
for policy sources. The form ',doles not need to be
completed.
ODOR CONTROL
HAS ODOR CONTROL BEEN DISCUSSED WITH PRODUCERJ,e ........
•........PREDOMINANT WIND DIRECTION? YES---- NO ----
•.......POSSIBLE EXPANSION 'OF TREATMENT
VOLUME FROM 1 CU.FT. UPWARDS TO �.
3, CU. FT. /LB. OF ANIMAL? YES---- NO-----
........PRECHARGING LAGOON WITH FRESH
WATER TO AT LEAST 1/2 OF THE
CAPACITY? 'YES---- NO----
........ USING GOOD SOUND JUDGMENT IN
LAND APPLICATION -OF WASTE? YES-
-
Page 2

(1 l -
WASTE UTILIZATION PLAN
FOR
Stanley Cavenaugh
Rte. 3, Box 183—D �
Wallace NC 2846-6
JUl y 5, 1994
Your animal waste utilization plan has been specifically
developed for your 2580 FEEDER TO FINISH SWINE operation.
The plan is based on the soil tyres, crops to be grown, and
method of application for your particular operation. The waste
must be land applied ,at a specified rate to prevent pollution
of surface 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 u_as nitrogen as
the limiting nutrient. Waste should be analyzed before each
application and annual soil tests are encouraged so that all
plant nutrients and lime can be balanced for realistic yield
of the crops to be grown.
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 environ—
mentally safe manner. •Always apply waste based on the needs
of the crop to be grown and the nutrient content of the waste.
The amount of available nitrogen for plant use is dependant on
the method of application. Soil type is important due to
different leaching potential and yield potential. Waste shall
not be applied to land eroding at greater than 5 tons per acre
per year. Do not apply waste on saturated soils or on land
when the surface is frozen. Either of these conditions may
result in runoff to 'surface waters. And conditions should
also be considered to avaid'drift and downwind odor problems.
To maximize the value of the nutrients for crop production and
reduce the potential for pollution, waste should be applied to
a growing crop or not more than .30 days prior to planting.
Soil incorporation of the .waste will,conserve nutrients and
reduce odor problems.
The acres needed to apply the animal waste are based on
•.typical nutrient content for this type of -facility. Annual
:!acreage requirements may be more,or.less depending on the
specific waste analysis report' for your facility at the time
of irrigation,

Your waste utilization plan is based on the following:
TABLE A.- AMOUNT OF WASTE PRCOUCED PER YEAR
I NUMBER OF I ITONS WASTE PER 1 TONS WASTE
I ANIMALS I TYPE OF ANIMALS 1 1000 ANIMALS I PER YEAR Ir
--------- 1------------------------------ i------------------------ !
! 2580 1 FEEDER TO FINISH 1 1900 1 49kAS i
---------------------------------_-----------------------_----------------
TABLE 2:. SUMMARY OF CROPS BY FIELD
I TRACT !
FIELD I SOIL
-------
I ACRES I
-------
CROP' I
--------------------------------
!CRCP;CODE!
I 4439 !
1 ! FoA
I i.0.1 I
HYBRID BERMUDrAGRASS '-1AY
I --------I'
i BH E
4439 1
1, 1 LuA
110.76 1
TALL FESCUE PASTURE
FE
1 44Z'i i
i ! `oA
12'.&& '
TALL FESCUE PASTURE
i FE. I
TABLE C. SUMMARY OF CROWS, YIELD, AND NUTRIENT REQUIREMENTS BY SOIL TYPE
I CROP
!SOIL! YIELD I UNITSITOTAL N! *T'OTAL P
I *TOTAL K I
I HYBRID BERMUDAGRASS HAY
---- ------ -----
I FoA 1 B. 0 I TONS
------- I ----------
1300 10
I ---------- !
1 140 - 160 1
1 TALL FESCUE PASTURE
I LuA ! 4. 5 I TONS
1 225 110 -- 30
1210 - 40 !
I TALL FESCUE PASTURE
IToA 13.0 ITONS
1150 110 - 370
1E0 - 40 1
* Total phosphate and potash
amounts should be
confirmed with a
soil test.
TABLE D. WASTE MANAGEMENT BY FIELD
!
I 1
CROP I WASTE APF L I TYPE
I WASTE N 1
COMM N!
MONTHS TO APPLY I
I TRACT
1FIELDI
CODE1 METHOD
I WASTE
I LB/AC I
LB/AC I
ANIMAL WASTE !
-------- I ------- ;--------------------
14439
1 1 1
PH 1 I R R IGATE
ISWINE
1 300 1
0 I
APR I L TO OCT I
14439
1 1 1
FE 1IRRIGATE
!SWINE
1 225 1
0 !
SEPT-NOV & FEB-APRI
14439
1 1 1
FE 1 I RR'EGATE
!SWINE
1 150 1
K-1 I
SEPT-NOV & FEB-APR I

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