550021_PERMIT FILE_20171231 (2)

Date of Visit: i Arrival Time: Departure Time: �� County: e--�\ � Region�
D�
Farm Name:
Owner Name:
Mailing Address:
Physical Address:
Facility Contact:
Onsite Representative:
Owner Email:
Phone:
Title: Phone:
Certified Operator:
Integrator:
Certification Number:
Back-up Operator: Certification Number:
Location of Farm:
Latitude:
Longitude:
Design
Swine C p arty
Current^�
.Pop.
' '
Wet Poultry
La er
llesign
Cap ity
Eurrent,'
P p
t!e
Paw Cow
Design Current'
Ca�paci;tiyi'a
_1
Wean to Finish
Wean to Feeder
Non -La er
u Design
D tPoerlf Ca a i
Current
P,op
Calf
p
Feeder to Finish
Heifer
Farrow to Wean
Cow',
Farrow to Feeder
Non -Dairy
Farrow to Finish
ILayers
Beef Stocker
+� .
Gilts
Non -Layers
Beef Feeder
Boars,
Pullets
Beef Brood Cow
Other'
e
Turkeys
Turkey Pouets
Other»
r
'
Other
Dischar es and Stream Impact
1. Is any discharge observed from any part of the operation?
Discharge originated at: ❑ Structure ❑ Application Field ❑ Other:
a. Was the conveyance man-made?
b. Did the discharge reach waters of the State? (If yes, notify DWQ)
c. What is the estimated volume that reached waters of the State (gallons)?
d. Does the discharge bypass the waste management system? (If yes, notify DWQ)
2. Is there evidence of a past discharge from any part of the operation?
3. Were there any observable adverse impacts or potential adverse impacts to the waters
of the State other than from a discharge?
❑ Yes � ❑ NA ❑ NE
❑ Yes [] No NE
❑ Yes ❑ No ❑ NE
❑ NE
❑ NE
❑ NE
Page I of 3 21412011 Continued

Facility Number: Date of inspection:
Waste Collection &Treatment
4. Is storage capacity (structural plus storm storage plus heavy rainfall) less than adequate? ❑ Yes 6<�
❑ NA ❑ NE
a. If yes, is waste level into the structural freeboard? ❑ Yes [3 No . Nj NA- - ] NE
1 Structure 1 Structure 2 Structure 3 Structure 4 Structure 5 Structuree66 T
Identifier:
Spillway?:
Designed Freeboard (in):
Observed Freeboard (in):
5. Are there any immediate threats to the integrity of any of the structures observed? ❑ Yes ❑ NA ❑ NE
(i.e., large trees, severe erosion, seepage, etc.) _ _ ��•
6. Are there structures on -site which are not properly addressed and/or managed through a [3Yes\<3No ❑ NA ❑ NE .
waste management or closure plan?
If any of questions 4-6 were answered yes, and the situation poses an immediate public health or environmental threat, notify DWQ
A
7. Do any of the structures`;need maintenance or improvement? ❑ Yes NA ❑ NE
8. Do any of the structures lack adequate markers as required by the permit? ❑ Yes ❑ NA ❑ NE
(not applicable to roofed pits, dry stacks, and/or wet stacks)
9. Does any part of the waste management system other than the waste structures require ❑ Yes_ID15 ❑ NA ❑ NE
maintenance or improvement?
Waste Application
10. Are there any require buffers, setbacks, or compliance alternatives that need ❑ Yes o ❑ NA ❑ NE
maintenance or improvement?
11. Is there evidence of incorrect land application? If yes, check the appropriate box below. ❑Yes o ❑ NA ❑ NE
❑ Excessive Ponding ❑ Hydraulic Overload ❑ Frozen Ground ❑ Heavy Metals (Cu, Zn, etc.)
❑ PAN ❑ PAN > 10% or 10 lbs. ❑ Total Phosphorus ❑ Failure to Incorporate Manure/Sludge int6 Bare
❑ Outside of Acceptable Crop Window [] Evidence of Wind Drift Application Outside of Approved Area
12. Crop T e s : �-CZ 'IV OVJ�
13. Soil Type(s): dl/L S a
14. Do the receiving crops differ from those designated in the CAWMP? ❑ Yes ❑ NA ❑ NE
15. Does the receiving crop and/or land application site need improvement? ❑ Yes o NA ❑ NE
16. Did the facility fail to secure and/or operate per the irrigation design or wettable ❑ Ye No ❑ NA ❑ NE
acres determination? d�
17. Does the facility lack adequate acreage for land application? ❑ Yes jJVNo ❑ NA ❑ NE
18. Is there a lack of properly operating waste application equipment? ❑ YesNo ❑ NA ❑ NE
Reguired Records & Documents
19. Did the facility fail to have the Certificate of Coverage & Permit readily available? [] Yes�No ❑ NA ❑ NE
20. Does the facility fail to have all components of the CAWMP readily available? If yes, check [] Yes ❑ NA ❑ NE
the appropriate box.
WUP ❑Checklists De ' greem is ❑Other:
21. Does record keeping need improvement? If yes, check the appropriate box below. ❑ Yes [] NA 0 NE
❑ ste Application �y Freeb;;120
Waste Analysis oil Analysis �Wast s �'G7�eather+Code
P4infall Stockinggc"rcop Yield Minute Inspections onthly and 1" Rainfall InZtlons
udge Survey
22. Did the facility fail to install and maintain a rain gauge? ❑ o ❑ NA ❑ NE
23. If selected, did the facility fail to install and maintain rainbreakers on irrigation equipment? ❑ Yes ❑ No A ❑ NE
Page 2 of 3 21412011 Continued

Facility Number: - Date of Inspection: , 'I
24. Did the facility fail to calibrate waste application equipment as required by the permit? ❑ Yes .12;�o ❑ NA ❑ NE
25. Is the facility out of compliance with permit conditions related to sludge? If yes, check ❑ Yes [-]No NA .❑ NE
the appropriate box(es) below.
❑ Failure to complete annual sludge survey ❑ Failure to develop a POA for sludge levels
❑ Non -compliant sludge levels in any lagoon
List structure(s) and date of first survey indicating non-compliance:
26. Did the facility fail to provide documentation of an actively certified operator in charge? ❑ Yes ❑ NA ❑ E
27. Did the facility fail to secure a phosphorus loss assessments (PLAT) certification? ❑ Yes ❑ No ❑ NE
Other Issues
28. Did the facility fail to properly dispose of dead animals with 24 hours and/or document ❑ Yes <No ❑ NA ❑ NE
and report mortality rates that were higher i-tFan� al? Zhb
29. At the time of the inspection did the facility pose an odor or air quality concern? ❑ Yes -i'tho ❑ NA ❑ NE
If yes, contact a regional Air Quality representative immediately.
30. Did the facility fail to notify the Regional Office of emereencv situations as required by the ❑ Ye o ❑ NA ❑ NE
permit? (i.e., discharge, freeboard problems, over-appli -on
31 _ Do subsurface the drains exist at the facility? If yes, check the appropriate box below. ❑Yes No ❑ NA ❑ NE
❑ Application Field ❑ Lagoon/Storage Pond ❑ Other:
32. Were any additional problems noted which cause non-compliance of the permit or CAWMP?
33. Did the Reviewer/Inspector fail to discuss review/inspection with an on -site representative?
34. Does the facility require a follow-up visit by the same agency?
innneents{ir•eferxto,ques#iorin#}=Ex`plarn any YES ansN
necessary) :��� ; � .. ��•�".
Reviewer/Inspector Name:
[] Yes o
ElYesN
❑ Yes. o
Phone:
❑ NA ❑ NE
❑ NA ❑ NE
❑ NA ❑ NE
Reviewer/Inspector Signature:
Date:
Page 3 of 3 21412011

y,.
Water Resources
Environmental Quality
November 17, 2017
Corey A. Lutz
Piedmont Jerseys
4399 Ritchie Road
Lincolnton, NC 28092
Re: COMPLIANCE INSPECTION
Piedmont Jerseys/Facility 55-21
General Permit AWC550021
Lincoln County
Dear Mr. Lutz:
RFOY COOPER
Governor
MICHAEL S. REGAN
Secretary
LINDA CULPEPPER
Interim Director
On November 15,.2017, staff of the North Carolina Division of Water Resources (DWR), Water
Quality Regional Operations Section (WQROS), inspected Piedmont Jerseys and the permitted
waste disposal system. We wish to thank you for being present and assisting during the
inspection.
The enclosed report should be self-explanatory; however, should you have any questions
concerning this report, please contact me at [phone].
Sincerel ,
s B. Bealle III, Environmental Specialist
Mooresville Regional Office
Water Quality Regional Operations Section
Division of Water Resources
enclosure: Compliance Inspection Report dated November 15, 2017
jb
State of North Carolina I Environmental Quality j Water Resources I Water Quality Regional Operations
Mooresville Regional Office 1610 East Center Avenue, suite 3011 Mooresville, North Carolina 28115
704-663-1699

Division of Water Resources
❑ Division of Soil and Water Conservation
❑ Other Agency
Facility Number: 550021
Facility Status: Active
Permit: AWC650021
Denied Aocess
Inppection Type: Compliance Inspection
Inactive Or Closed Dater
Reason for Visit: Routine
. County:
Lincoln Region:
Mooresville
Date of Visit: 11/16/2017 Entry Time: 03:30 pm Exit Time: 6:00 pm Incldent ii
Farm Name: Piedmont Jerseys
Owner Email:
piedmonijerseys@chark
Owner: Corey A Lutz
Phone:
704-735-1222
Mailing Address: 4399 Ritchie Rd
Uncolnton NC 280929575
Physical Address: 4399 Ritchie Rd
Lincointon NC 280929575
Facility Status: Compliant ❑
Not Compliant Integrator:
Location of Farm: -
Latitude:
35' 32' 45" Longitude:
81 ° 17' 02"
From the intersection of Startown Rd. (SR 1005) and Ritchie Rd, (SR 1271), travel west on Ritchie (about 1 mi.), Farm is on left.
General location: — 4 mi. north of Uncolnton,
Question Areas:
Dischrge & Stream Impacts
Waste Col, Stor, & Treat
Waste Application
Records and Documents
Other Issues
Certified Operator: Corey A Lutz Operator Certification Number: 20970
Secondary OIC(s):
On -Site Representative(s): Name Title Phone
24 hour contact name Corey A. Lutz Phone: [phone]
On -site representative Corey A. Lutz Phone: [phone]
Primary Inspector:
Inspector Signature:
Secondarylnspectoi
Inspection Summary:.
06/09/17 > Waste Analysis > N = 7.74 Lbsli 000 Gallons
12/19/16 > Waste Analysis > N = 5.30 Lbs11000 Gallons
09/26/17 > Soil Analysis
ib
Phone: [phone] Exi
Date: �7
page: 1

Permit: AWC550021 Owner - Facility : Corey A Lutz . Facility Number. 550021
Inspection Date: 11/15/17 Inpsection Type: Compliance Inspection Reason for Visit: Routine
Regulated Operations Design Capacity Current promotions
Cattle
Cattle - Dairy Calf
50
35
Cattle - Dairy Heifer
160
155
Cattle - Dry Cow
50
27
Cattle - Milk Cow
225
217
Total Design Capacity: 485
Total SSLW: 562,500
Waste Structures
Disignated Observed
Type Identifier Closed Date Start Date Freeboard Freeboard
Waste Pond 1 18.00 42.00
page: 2

Permit: AVVC550021 Owner - Facility : Corey A Lutz Facility Number: 550021
Inspection Date: 11/15/17 Inppection Type: Compliance Inspection Reason for Visit: Routine
Discharges $ Stream Impacts
Yes No Na No
1. Is any discharge observed from any part of the operation?
❑
❑
❑
Discharge originated at:
Structure
❑
Application Field
❑
Other
❑
a. Was conveyance man-made?
❑
❑
❑
b. Did discharge reach Waters of the State? (if yes, notify DWQ)
❑
[�
❑
c. What is the estimated volume that reached waters of the State (gallons)?
d. Does discharge bypass the waste management system? (if yes, notify DWQ)
❑
❑ 0
❑
2. Is there evidence of a past discharge from any part of the operation?
❑
0 ❑
❑
3. Were there any observable adverse impacts or potential adverse impacts to Waters of the
❑
M ❑
❑
State other than from a discharge?
Waste Collection Storage & Treatment
Yes No Na Ne
4. Is storage capacity less than adequate?
❑
■ ❑
❑
If yes, is waste: level into structural freeboard?
❑
5. Are there any immediate threats to the integrity of any of the structures observed (Led large
❑
ff ❑
r
❑
trees, severe erosion, seepage, etc.)?
6. Are there structures on -site that are not properly addressed and/or managed_ through a
❑
M ❑
❑
waste management or closure plan?
7. Do any of the structures need maintenance or improvement?
❑
0 0
❑
8. Do any of the structures lack adequate markers as required by the permit? (Not applicable
❑
0 ❑
❑
to roofed pits, dry stacks and/or wet stacks)
9. Does any part of the waste management system other than the waste structures require
❑M
❑
❑
maintenance or improvement?
Waste Application
Yea No Na Ne
10. Are there any required buffers, setbacks, or compliance alternatives that need
❑ 0 ❑ ❑
maintenance or improvement?
11. Is there evidence of incorrect application?
❑ M El ❑
If yes, check the appropriate box below.
Excessive Ponding?
❑
Hydraulic Overload?
❑
Frozen Ground?
❑
Heavy metals (Cu, Zn, etc)?
❑
PAN?
❑ .
Is PAN > 10%110 lbs.?
❑
Total Phosphorus?
❑
Failure to incorporate manure/sludge into bare soil?
❑
Outside of acceptable crop window?
❑
Evidence of wind drift?
❑
Application outside of application area?
[]
page: 3

Permit: AWC550021 Owner - Facility : Corey A Lutz Facility Number: 550021
Inspection Date: 11/15/17 Inppection Type: Compliance Inspection Reason for Visit: Routine
Waste APRlication Yes No Nail
Crop Type 1 Cam (Silage)
Crop Type 2 Small Grain (wheat, Bailey,
Oats)
Crop Type 3
Crop Type 4
Crop Type 5
Crop Type 6
Soil Type 1
Soil Type 2
Soil Type 3
Soil Type 4
Soil Type 5
Soil Type 6
14, Do the receiving crops differ from those designated in the Certified Animal Waste
Management Plan(CAWMP)?
15. Does the receiving crop and/or land application site need improvement?
16. Did the facility fail to secure and/or operate per the irrigation design or wettable acre
determination?
17. Does the facility lack adequate acreage for land application?
18. Is therela lack of properly operating waste application equipment?
Records and Documents
19. Did the facility fail to have Certificate of Coverage and Permit readily available?
20. Does the facility fail to have all components of the CAW MP readily available?
If yes, check the appropriate box below.
WUP?
Checklists?
Design?
Maps?
Lease Agreements?
Other?
If Other, please specify
21. Does record keeping need improvement?
If yes, check the appropriate box below.
Waste Application?
Weekly Freeboard?
Waste Analysis?
Soil analysis?
Waste Transfers?
Weather code?
Rainfall?
Stocking?
00130
❑ E ❑ ❑
❑ E ❑. ❑
❑ ❑ ❑
❑■❑❑
Yes No Na No
❑■❑❑
❑ N ❑ ❑
❑ N ❑ ❑
page: 4

Permit: AWC550021 Owner - Facility : Corey A Lutz Facility Number: 550021
Inspection Date: 11/15/17 Inpsection Type: Compliance Inspection Reason for Visit: - Routine
Records and Documents
Yea No Na He
Crop yields?
❑
120 Minute inspections?
❑
Monthly and 1" Rainfall Inspections
❑
Sludge Survey
❑
22. Did the facility fail to install and maintain a rain gauge?
❑
E ❑
Cl
23. If selected, did the facility fail to install and maintain a rainbreaker on irrigation equipment
❑
❑ 0
❑
(NPDES only)?
24. Did the facility fail to calibrate waste application equipment as required by the permit?
❑
❑
❑
25. Is the facility out of compliance with permit conditions related to sludge? If yes, check the
❑
❑ 0
❑
appropriate box(es) below:
Failure to complete annual sludge survey
❑
Failure to develop a POA for sludge levels
❑
Non -compliant sludge levels in any lagoon
❑
List structure(s) and date of first survey indicating non-compliance:
26. Did the facility fail to provide documentation of an actively certified operator in charge?
❑
■ ❑
❑
27. Did the facility fail to secure a phosphorous loss assessment (PLAT) certification?
❑
❑ 0
❑
Other Issues
Yes No Na Ne
28. Did the facility fail to properly dispose of dead animals within 24 hours and/or document
❑
❑
❑
and report mortality rates that exceed normal rates?.
29. At the time of the inspection did the facility pose an odor or air quality concern? If yes,
❑
❑
❑
contact a regional Air Quality representative immediately.
30. Did the facility fail to notify regional DWQ of emergency situations as required by Permit?
❑
❑
❑
(i.e., discharge, freeboard problems, over -application)
31. Do subsurface tile drains exist at the facility?
❑N
❑
❑
If yes, check the appropriate box below.
Application Field
❑
Lagoon 1 Storage Pond
❑
Other
❑
If Other, please specify
32. Were any additional problems noted which cause non-compliance of the Permit or
❑
0 ❑
❑
CAWMP?
33. Did the Reviewer/Inspector fail to discuss review/inspection with on -site representative?
1101111
34, Does the facility require a follow-up visit by same agency?
❑
0 ❑
❑
page: 5

Type of Visit: Compliance Inspection Q Operation Review Q Structure Evaluation Q Technical Assistance
Reason for Visi : " outine 0 Complaint 0 Follow-up 0 Referral 0 Emergency 0 Other 0 Denied Access
Date of Visit: 1kt6Ve71ArrivaI Time: Departure Time:County: U Region: r" i
Farm Name: Owner Email:
Owner Name: �Z Phone-
--- ---- - - � -
Mailing Address:
Physical Address:
Facility Contact: T
Onsite Representative:
Certified Operator:
Back-up Operator:
Location of Farm:
Vean to" Finish
Vean to Feeder
eeder to Finish
arrow to Wean
arrow to Feeder
0
Title:
Latitude:
0
1`4ne:
Certification NuAr:
Certification Number:
_—
` M.—S
■�.--
Y��.*�_-
Discharges and Stream Impacts
1. Is any discharge observed from any part of the operation?
Discharge originated at: ❑ Structure ❑ Application Field ❑ Other:
a. Was the conveyance man-made?
Longitude:
Cy ow
Cy alf
y Heifer
Cow
Non -Dairy
Beef Stocker
Beef Feeder
Beef Brood Cow
❑ Ye No [] NA ❑ NE
❑ Yes ❑ No A ❑ NE
b. Did the discharge reach waters of the State? (If yes, notify DWQ) ❑ Yes [] No A ❑ NE
c. What is the estimated volume that reached waters of the State (gallons)?
d. Does the discharge bypass the waste management system? (If yes, notify DWQ) [—]Yes []No ❑ NE
2. Is there evidence of a past discharge from any part of the operation? ❑ Yes ❑ NA ❑ NE
3. Were there any observable adverse impacts or potential adverse impacts to the waters ❑ Y o ❑ NA ❑ NE
of the State other than from a discharge?
Page 1 of 3 21412011 Continued

Facili Number: -
Date of ins ection:
Waste Collection & Treatment
4. 1�era Upa5iV.(stnzctural plus storm storage plus heavy rainfall) less than adequate?
a. if yes, is waste level into the structural freeboard?
e l Structure 2 Structure 3 Structure 4
Identifier:
Spillway?:
Designed Freeboard (in).,
Observed Freeboard (in) *
Are there any immediate ats -to integrity of any of the structures observed?
(i.e., large trees, severe erosion, seepage, etc.)
❑ Yes No ❑ ❑ NE
❑ Yes ❑ N NA ❑ NE
Structure 5 Structure 6
❑ Yes No ❑ NA ❑ NE
6. Are there structures on -site which are not properly addressed and/or managed through a ❑ Ye No ❑ NA ❑ NE
waste management or closure plan?
If any of questions 4-6 were adswered yes, and the situation poses an immediate public health or enviro menA threat, notify DWQ
7. Do any of the structures need maintenance or improvement? ❑Yes ❑ NA ❑ NE
8. Do any of the structures lack adequate markers as required by the permit? ❑ Yes No NA ❑ NE
(not applicable to roofed pits, dry stacks, and/or wet stacks)
9. Does any part of the waste management system other than the waste structures require ❑ Yes ❑ No ❑ NA ❑ NE
maintenance or improvement?
Waste Application
10. Are there any req fired buffers,, setbacks, or compliance alternatives that need
maintenance or improvement?
❑NA ❑NE
11. Is there evidence of incorrect land application? If yes, check the appropriate box below. ❑ Y No ❑ NA ❑ NE
❑ Excessive Ponding []'Hydraulic Overload ❑ Frozen Ground ❑ Heavy Metals (Cu, Zn, etc.
PAN . ❑ PAN > 10% or 10 lbs. ❑ Total Phosphorus ❑ Failure to Incorporate Manure/Sludge into Bare Soil
❑ Outside of Acceptable Crop Window ❑ Evidence of Wind Drift t Application Outside of Approved Alf r
12. Crop Type(s):
13. Soil Type(s):
14. Do the receiving crops differ from those designated in the CAWMP?
15. Does the receiving crop and/or land application site need improvement?
16. Did the facility fail to secure and/or operate per the irrigation design or wettable
acres determination?
17. Does the facility lack adequate acreage for land application?
18. Is there a lack of properly operatin ica --
Required Records & Documents �—
19. Did the facility fail to have the Certificate of Coverage & Permit readily available?
20. Does the facility fail to have all components of the CAWMP readily available? If yes, check
the appropriate box.
❑ ecklists ❑ D rgn ❑ Maps ase Agr=mer�
21. es record ing need i ovement? If yes, check appropriate boZbel .pWaste Application Weekly Freeboard Waste Analysisil Analysis
■ +lf, ■NA ■
v�
■ ��,_ wNA ■ NE
�\ ■NA ■ NE
❑ Yes o ❑ NA ❑ NE
❑ Yes No ❑ NA ❑ NE
❑ Yes NA ❑ NE
❑ Yes No�' NA ❑ NE
❑Other:
s oR�XA aeste Transfers Weaode
❑ Rainfalf—❑ Stocking ❑ Crop Yield ❑ 120 Minute In p lions ❑ Monthly and 1" Rainfall Inspections Sludge Survey
I
22. Did the facility fail to install and maintain a rain gauge? ❑ Yes o ❑ NA NE
23. If selected, did the facility fail to install and maintain rainbreakers on irrigation equipment? ❑ Yes ❑ No ❑ NE
I
Page 2 of 3 21412011 Continued

Facility Number: jDate of Ins eetion;
24. Did the facility fail to calibrate waste application equipment as required by the permit? ❑ ❑ NA ❑ NE
25. Is the facility out of compliance with permit conditions related to sludge? If yes, check ❑ Yes ❑ No NE
the appropriate box(es) below.
❑ Failure to complete annual sludge survey []Failure to develop a POA for sludge levels
[] Non -compliant sludge levels in any lagoon
List structure(s) and date of first survey indicating non-compliance:
26. Did the facility fail to provide documentation of an actively certified operator in charge? ❑ Ye o NA ❑ NE
27. Did the facility fail to secure a phosphorus loss assessments (PLAT) certification? ❑ Yes o ❑ NE
Other Issues
28. Did the facility fail to properly dispose of dead animals with 24 hours and/or document e ❑ NA ❑ NE
and report mortality rates that were higher than normal?
29. At the time of the inspection did the facility pose an odor or air quality concern? ❑ Yes NA ❑ NE
If yes, contact a regional Air,Quality representative immediately.
30. Did the facility fail to notify the Regional Office of emergency situations as required by the Y N ❑ NA ❑ NE
permit? (i.e., discharge, freeboard problems, over -application)
31. Do subsurface tile drains exist at the facility? If yes, check the appropriate box below. ❑ Yes No ❑ NA ❑ NE
❑ Application Field ❑ Lagoon/Storage Pond ❑ Other:
32, Were any additional problems noted which cause non-compliance of the permit or CAWMP? ❑ Yes ❑ NA ❑ NE
33. Did the Reviewer/Inspector fail to discuss review/inspection with an on -site representative? ❑ Yes A ❑ NE
34. Does the facility require a follow-up visit by the same agency? ❑ Yes Lo o ❑ NA ❑ NE
Comments (refer to question #):`Explain any,YES answers at any Additional ,recommendations or�anyother,comments 1
Use drawings of iacili to better, explain situations. (use. additional, pages, as necessary)
x
Iti"" r �t���
t�
4
o oat W12 -7y
Reviewer/Inspector Name: Phone:
Reviewer/Inspector Signature:
Date:
Page 3 of 3 21412011

L �
North Carolina Department of Environmental Q a�i't "
L E
Pat McCrory
Governor
November 4, 2015
Corey A. Lutz
Piedmont Jerseys
4399 Ritchie Road
Lincolnton, NC 28092
Donald R. van der Vaart
Secretary
Re: COMPLIANCE INSPECTION
Piedmont Jerseys/Facility 55-21
General Permit AWC550021
Lincoln County
Dear Mr. Lutz:
On September 23, 2015, staff of the North Carolina Division of Water Resources (DWR), Water
Quality Regional Operations Section (WQROS), inspected Piedmont Jerseys and the permitted
waste disposal system. We wish to thank you for being present and assisting during the
inspection.
The enclosed report should be self-explanatory; however, should you have any questions
concerning this report, please contact me at [phone].
Sincerely,
�ame .
s B. Bealle III, Environmental Specialist
Mooresville Regional Office
Water Quality Regional Operations Section
Division of Water Resources, NCDENR
enclosure: Compliance Inspection Report dated September 23, 2015
jb
610 East Center Avenue, Suite 301, Mooresville, North Carolina 28115
Phone: [phone] \ Internet: www.nedenr.gov
An Equal opportunity 4 Affirmative Action Employer — Made in part by recycled paper

Division of Water Resources
❑ Division of Soil and Water Conservation
❑ Other Agency
Facility Number: 550021
Facility Status: Active
Permit: AWC550021
Denied Access
inpsection Type: Compliance Inspection
Inactive Or Closed Date:
Reason for Visit; Routine
County:
Lincoln Region:
Mooresville
Date of Visit: 09/23/2015 EntryTime: 04:00 pm Exit Time: 5:30 pm Incident #
Farm Name: Piedmont Jerseys
Owner Email:
pied montjerseys@chart(
Owner; Corey A Lutz
Phone:
704-735-1222
Malting Address: 4399 Ritchie Rd
Lincolnton NC 280929575
Physical Address: 4399 Ritchie Rd
Lincolnton NC 280929576
Facility Status: Compliant ❑
Not Compliant Integrator:
Location of Farm:
Latitude:
35' 32' 45" Longitude:
81' 17' 02"
From the intersection of Startown Rd. (SR 1005) and Ritchie Rd. (SR 1271), travel west on Ritchie (about 1 mi), Farm is on left.
General location: - 4 mi. north of Lincolnton.
Question Areas:
Dischrge & Stream impacts
Waste Col, Stor, & Treat
Waste Application
Records and Documents
Other Issues
Certified Operator: Corey A Lutz Operator Certification Number: 20970
Secondary OIC(s):
On -Site Representative(s):
24 hour contact name
On -site representative
Primary Inspector:
Inspector Signature:
Secondary Inspector(s):
Name. Title
Corey A. Lutz Phone:
Corey A. Lutz Phone :
Inspection Summary:
06/18115 > Waste Analysis > N = 6.17 Lbs11000 Gallons
11/21/14 > Waste Analysis > N = 6.99 Lbs11000 Gallons
09/18/15 > Soil Analysis
jb
Phone
704-735-1222
704-735-1222
Phone: [phone] Exl
Date: �I
page: 1

I
1
Permit: AWC550021 Owner - Facility : Corey A Lutz Facility Number: 550021
Inspection Date: 09/23/15 Inpsection Type: Compliance Inspection Reason for Visit: Routine
i
Regulated Operations Design Capacity Current promotions
Cattle
Cattle - Dairy Calf
50
36
Cattle - Dairy Heifer
160
42
Cattle - Dry Cow
50
42
Cattle -Milk Cow
225
215
Total Design Capacity: 485
Total SSLW: 562,500
Waste Structures
Disignated Observed
Type Identifier Closed Date Start Date Freeboard Freeboard
Waste Pond 1 1 &00 48.00
page: 2

Permit: AWC550021 Owner - Facility : Corey A Lutz Facility Number: 550021
Inspection Date: 09/23/15 Inspection Type: Compliance Inspection Reason for Visit: Routine
Discharges & Stream Impacts
Yes
No Na No
1, Is any discharge observed from any part of the operation?
❑
M Cl
❑
Discharge originated at:
Structure
❑
Application Field
❑
Other
❑
a. Was conveyance man-made?
❑
110
❑
b. Did discharge reach Waters of the State? (if yes, notify DWQ)
❑
11011
c. What is the estimated volume that reached waters of the State (gallons)?
d. Does discharge bypass the waste management system? (if yes, notify DWQ)
❑
❑ E
❑
2. Is there evidence of a past discharge from any part of the operation?
❑
M ❑
❑
3. Were there any observable adverse impacts or potential adverse impacts to Waters of the
❑
M ❑
❑
State other than from a discharge?
Waste Collection Storage & Treatment
Yes
No Na Ne
4. Is storage capacity less than adequate?
❑
M ❑
❑
If yes, is waste level into structural freeboard?
❑
5. Are there any immediate threats to the integrity of any of the structures observed (I.e./ large
❑
M ❑
❑
trees, severe erosion, seepage, etc.)?
6. Are there structures on -site that are not properly addressed and/or managed through a
❑M
❑
❑
waste management or closure plan?
7. Do any of the structures need maintenance or improvement?
❑
M ❑
❑
8. Do any of the structures lack adequate markers as required by the permit? (Not applicable
❑
0 ❑
❑
to roofed pits, dry stacks and/or wet stacks)
9. Does any part of the waste management system other than the waste structures require
❑
M ❑
❑
maintenance or improvement?
Waste Application
Yes No Na Ne
10, Are there any required buffers, setbacks, or compliance alternatives that need
❑ 0 ❑ ❑
maintenance or improvement?
11. Is there evidence of incorrect application?
❑ M ❑ ❑
if yes, check the appropriate box below,
Excessive Ponding?
❑
Hydraulic Overload?
❑
Frozen Ground?
❑
Heavy metals (Cu, Zn, etc)?
❑
PAN?
❑
Is PAN > 10%/10 lbs.?
❑
Total Phosphorus?
❑
Failure to incorporate manure/sludge into bare soil?
❑
Outside of acceptable crop window?
❑
Evidence of wind drift?
❑
Application outside of application area?
❑
page: 3

Permit: AWC550021 Owner - Facility : Corey A Lutz Facility Number: 550021
Inspection Date: 09/23/15 Inppection Type: Compliance Inspection Reason for Visit: Routine
Waste Application Yes No Nail
Crop Type 1 Com (silage)
Crop Type 2 Small Grain (wheat, Barley.
Oats)
Crop Type 3
Crop Type 4
Crop Type 5
Crop Type 6
Soil Type 1
Soil Type 2
Soil Type 3
Soil Type 4
Sal Type 5
Soil Type 6
14. Do the receiving crops differ from those designated in the Certified Animal Waste
Management Plan(CAWMP)?
15. Does the receiving crop and/or land application site need improvement?
16. Did the facility fail to secure and/or operate per the irrigation design or wettable acre
determination?
17. Does the facility lack adequate acreage for land application?
16. Is there a lack of properly operating waste application equipment?
Records and Documents
19. Did the facility fail to have Certificate of Coverage and Permit readily available?
20. Does the facility fail to have all components of the CAWMP readily available?
If yes, check the appropriate box below.
WUP?
Checklists?
Design?
Maps?
Lease Agreements?
Other?
If Other, please specify
21. Does record keeping need improvement?
If yes, check the appropriate box below.
Waste Application?
Weekly Freeboard?
Waste Analysis?
Soil analysis?
Waste Transfers?
Weather code?
Rainfall?
Stocking?
❑ E ❑ ❑
El. ■❑ ❑
❑■❑❑
❑■❑❑
❑■❑❑
Yes No Na No
❑■❑❑
❑■❑❑
❑■❑❑
page: 4

I
Permit: AWC550021 Owner - Facility : Corey A Lutz Facility Number: 550021
Inspection Date: 09/23/15 Inpsection Type: Compliance Inspection Reason for Visit: Routine
Records and Documents
Yes No Na No
Crop yields?
❑
120 Minute inspections?
❑
Monthly and 1" Rainfall Inspections
❑
Sludge Survey
❑
22. Did the facility fail to install and maintain a rain gauge?
❑
❑
❑
23. If selected, did the facility fail to install and maintain a rainbreaker on irrigation equipment
❑
❑
❑
(NPDES only)?
24. Did the facility fail to calibrate waste application equipment as required by the permit?
❑
0 ❑
❑
25. Is the facility out of compliance with permit conditions related to sludge? If yes, check the
❑
❑ ■
❑
appropriate box(es) below:
Failure to complete annual sludge survey
❑
Failure to develop a POA for sludge levels
❑
Non -compliant sludge levels in any lagoon
❑
List structure(s) and date of first survey indicating non-compliance:
26. Did the facility fail to provide documentation of an actively certified operator in charge?
❑
M ❑
❑
27. Did the facility fail to secure a phosphorous loss assessment (PLAT) certification?
❑
❑ M
❑
Other Issues
Yes
No Na No
28. Did the facility fail to properly dispose of dead animals within 24 hours and/or document
❑
■ ❑
❑
and report mortality rates that exceed normal rates?
29. At the time of the inspection did the facility pose an odor or air quality concern? If yes,
❑
❑
❑
contact a regional Air Quality representative immediately.
30. Did the facility fail to notify regional DWQ of emergency situations as required by Permit?
❑
❑
❑
(i.e., discharge, freeboard problems, over -application)
31. Do subsurface tile drains exist at the facility?
❑
M ❑
❑
If yes, check the appropriate box below.
Application Field
❑
Lagoon 1 Storage Pond
❑
Other
❑
If Other, please specify
32. Were any additional problems noted which cause non-compliance of the Permit or
❑
0 ❑
❑
CAWMP?
33. Did the Reviewer/inspector fail to discuss reviewlinspection with on -site representative?
❑
0 ❑
❑
34. Does the facility require a follow-up visit by same agency?
❑
■ ❑
❑
page: 5

Type of Visit: AP Compliance Inspection 0 Operation Review O Structure Evaluation Technical Assistance
Reason for Visit: 4&Routine (:) Complaint O Follow-up Q Referral Q Emergency O Other O Denied Access'
IJ :cam a� a
Date of Visit: JZZVD t Arrival Tlm .e: Departure Time: ounty: `��.a �� Region:
Farm Name: Owner Email:
Owner Name:
Mailing Address:
Phone:
Physical Address: �-- - "
Facility Contact: Title: Phone:
Onsite Representative:
Certified Operator: !t_ �' L.V � Z-
Integrator: Q
Certification Number: aL�
Back-up Operator: Certification Number:
Location of Farm: Latitude: Longitude:
- � Deesign Current- Design Citrrent�` � Design�`Giurretit
Swine' i�erc .R CaP� cty Pop. Wet P�aultry Capacity'1 "Pop. Gattie Cep city Pop''
J Wean to Finish u La er q:'Cow
Wean to Feeder Non -La er iry Calf�'-ata D(¢
Feeder to Finish ry Hei 10 1 ib
Farrow to WeanT Des#gn CurreiRt Cow "'S [
Farrow to Feeder D!. I'oult Ca ae# Pop. Non -Da'
Farrow to Finish Layers Beef Stocker
i Gilts Non -Layers Beef Feeder
Boars Pullets Beef Brood Cow '
Turkeys f
Turkey Pouetstlig
Other Other
Discharees and Stream_ Impacts
1. Is any discharge observed from any part of the operation? -
Discharge originated at: ❑ Structure ❑ Application Field ❑ Other:
a. Was the conveyance man-made?
❑ Yes ❑ NA ❑ NE
❑ Yes [] No ❑ NE
b. Did the discharge reach waters of the State? (If yes, notify DWQ) ❑ Yes ❑ No A ❑ NE
c. What is the estimated volume that reached waters of the State (gallons)?
d. Does the discharge bypass the waste management system? (If yes, notify DWQ) ❑ Yes No _ A [j NE
2. Is there evidence of a past discharge from any part of the operation? ❑Yes A ❑ NE
3. Were there any observable adverse impacts or potential adverse impacts to the waters ❑ Y ❑ NA ❑ NE
of the State other than from a discharge?
Page I of 3 21412011 Continued

Facili Number: - Date of Ins p ection:
Waste Collection &,Treatment
4. Is storage capacity'( structural plus storm storage plus heavy rainfall) less than adequate? ❑ Yes No ❑ NA INNE
a. If yes, is waste level into the structural freeboard? ❑ Yes ❑ No ❑ NE
/pillway?.
Structure Structure 2 Structure 3 Structure 4 Structure 5 Structure 6
dentifier:
Designed Freeboard (in):
Observed Freeboard (in):
5. Are there any immediate threats to the in*grrty of any of the structures observed? ❑ Yes c ❑ NA ❑ NE
(i.e., large trees, severe erosion, seepage, etc.)
6. Are there structures on -site which are not properly addressed and/or managed through a ❑ Yes �io ❑ NA ❑ NE
waste management or closure plan?
If any of questions 4-6 were answered yes, and the situation poses an immediate public health or environmental threat, notify DWQ
7. Do any of the structures need maintenance or improvement? ❑ Yes ❑ NA ❑ NE
8. Do.any of the structures lack adequate rparkers as required by the permit? ❑ Yes ❑ NA ❑ NE
(not applicable to roofed pits, dry stacks, and/or wet stacks)
9. Does any part of the waste management system other than the waste structures require ❑ Yes ❑ NA ❑ NE
maintenance or improvement?
Waste Application
10. Are there any requi a ers, setbacks, or compliance alternatives that need ❑ Yes ❑ NA ❑ NE
maintenance or improvement?
11. Is there evidence of incorrect land application? If yes, check the appropriate box below. ❑ Ye�No NA ❑ NE
❑ Excessive Ponding ❑ Hydraulic Overload ❑ Frozen Ground ❑ Heavy Metals (Cu, Zn, etc.)
❑ PAN ❑ PAN > 10% or 10 lbs. ❑ Total Phosphorus ❑ Failure to Incorporate Manure/Sludge into Bare Soil
❑ Outside of Acceptable Crop Window ❑ Evidence of Wind Drift Application Outside of Approved Area
12—Crop Type(s):
13. Soil Type(s):
14. Do the receiving crops differ from those designated in the CAWMP?
❑ Yes
❑ NA
❑ NE
15. Does the receiving crop and/or land application site need improvement?
❑ Yes
❑ NA
I
❑ NE
16. Did the facility fail to secure and/or operate per the irrigation design or wettable
❑ Yes
❑ NA
Zto
❑ NE
acres determination?
17. Does the facility lack adequate acreage for land application?
❑ Yes
NA
P000
❑ NE
18. Is there a lack of properly operating waste application equipment?
❑ Yes
NA
❑ NE
Required Records & Documents
19. Did the facility fail to have the Certificate of Coverage & Permit readily available? Ye No ❑ NA ❑ NE
20. Does the facility fail to have all components of the CAWMP readily available? If yes, check ❑ Yes ❑ NA ❑ NE
the approp ' ate box.
jwarAr ec is esign ❑ aps ease Agre nts ❑Other:
21. D s record keeping need im ement? If yes, check the propriate b ❑ ❑ NA ❑ NE
aste ee aste Analysis ❑ Soil Analysis j ast ran s cETWERR-Ther Code
nfall ockingQtrop Yield 0 Minute Inspections n ily and 1" Rainfall Inspections E37Srudge Survey
22. Did the facility fail to install and maintain a rain gauge? ❑ Yeses o Fj NA ❑ NE
23. If selected, did the facility fail to install and maintain rainbreakers on irrigation equipment? ❑ Yes ❑ No NE
Page 2 of 3 21412011 Continued

� Facili Number: - Date of inspection:
' 24. Did.the facility fail to calibrate waste application equipment as required by the permit? s o] NA [3 NE
25. A the facility out of compliance with permit conditions related to sludge? If yes, check es o A ❑ NE
the appropriate box(es) below.
❑ Failure to complete annual sludge survey ❑ Failure to develop a POA for sludge levels
❑ Non -compliant sludge levels in any lagoon.
List structure(s) and date of first survey indicating non-compliance:
26. Did the facility fail to provide documentation of an actively certified operator in charge? e o ❑ NA ❑ NE
27. Did the facility fail to secure a phosphorus loss assessments (PLAT) certification? ❑Yes ❑ NE
Other Issues
28. Did the facility fail to properly dispose of dead animals with 24 hours and/or document ❑ NA ❑ NE
and report mortality rates that were higher than normal?
29. At the time of the inspection did the facility pose an odor or air quality concern? ❑ Yes ❑ NA ❑ NE
If yes, contact a regional Air Quality representative immediately.
30. Did the facility fail to notify the Regional Office of emergency situations as required by the NA ❑ NE
permit? (i.e., discharge, freeboard problems, over -application)
31. Do subsurface tile drains exist at the facility? If yes, check the appropriate box below. ❑*Yeso NA ❑ NE
❑ Application Field ❑ Lagoon/Storage Pond ❑ Other:
32. Were any additional problems noted which cause non-compliance of the permit or CAWMP?
33. Did the Reviewer/Inspector fail to discuss review/inspection with an on -site representative?
34. Does the facility require a follow-up visit by the same agency?
Reviewer/Inspector Name:
❑ Yes t�o
❑ Yes
❑ Yes6ZO
Phone:
❑ NA ❑ NE
❑ NA ❑ NE
❑ NA ❑ NE
ReviewerAnspector Signature:
Date:
Page 3 of 3 21412011

Water Resources
ENVIRONMENTAL QUALITY
April 18, 2016
Corey A. Lutz
Piedmont Jerseys
4399 Ritchie Road
Lincolnton, NC 28092
F�L
AT MCCRORY
Ciaveinor
DONALD R. VAN DER VAART
Secretary
S. JAY ZIMMERMAN
Re: COMPLIANCE INSPECTION
Piedmont Jerseys/Facility 55-21
General Permit AWC550021
Lincoln County
Dear Mr. Lutz:
Director
On April 6, 2016, staff of the North Carolina Division of Water Resources' (DWR), Water
Quality Regional Operations Section (WQROS), inspected Piedmont Jerseys and the permitted
waste disposal system. We wish to thank you for being present and assisting during the
inspection.
The enclosed report should be self-explanatory; however, should you have any questions
concerning this report, please contact me at [phone].
Sincerely,
James B. Bealle II1, Environmental Specialist
Mooresville Regional Office
Water Quality Regional Operations Section
Division of Water Resources, NCDEQ
enclosure: Compliance Inspection Report dated April 6, 2016
jb
State of North Carolina I Environmental Quality I Water Resources I Water Quality Regional Operations
Mooresville Regional Office 1610 East Center Avenue, Suite 301 I Mooresville, North Carolina 26115
704 663 1699

a
Division of Water Resources
❑ Division of Soil and Water Conservation
Other Agency
Facility Number. 550021
Facility Status: Active
Permit: AWC550021
[] Denied Access
Inpsection Type: Compliance Inspection
Inactive Or Closed Date:
Reason for Visit: Routine
County..
Lincoln Region:
Mooresville
Date of Visit: 0410612016 Entry Time: 04:00 pm Exit Time. 5:30 pm Incident #
Farm Name: piedmont Jerseys
Owner Email:
pledmontjerseys@charte
Owner: Carey A Lutz
Phone:
704-735-1222
Mailing Address: 4399 Ritchie Rd
Lincointon NC 280929676
Physical Address: 4399 Ritchie Rd
Lincointon NC 280929575
Facility Status. ECompliant ❑
Not Compliant Integrator:
Location of Farm:
Latitude:
35° 32' 45" Longitude:
81° 17- 02"
From the intersection of Startown Rd. (SR 1005) and Ritchie Rd. (SR 1271), travel west on Ritchie (about 1 mi.), Farm is on left.
General location: _ 4 mi. north of Lincointon.
Question Areas:
Dischrge & Stream impacts
Waste Col, Stor, & Treat
Waste Application
Records and Documents
Other Issues
Certified Operator: Corey A Lutz Operator Certification !Number: 20970
Secondary OIC(s):
On -Site Representative(s): Name Title Phone
24 hour contact name Corey A.. Lutz Phone: [phone]
On -site representative Corey A. Lutz Phone : [phone]
Primary inspector: James
Inspector Signature:
Secondary InspectoNs):
Inspection Summary:
03111116 > Waste Analysis > N = 5.38 Lbs11000 Gallons
06/18/15 > Waste Analysis > N = 6.17 Lbs11000 Gallons
09/18/15 > Soil Analysis
24. Calibration of waste application equipment to be scheduled prior to next application event.
IL'
Phone: [phone] EXI
Date:
page: 1

Permit: AWC550021 Owner - Facility : Corey A Lutz Facility Number: 550021
Inspection Date: 04/06/16 Inpsection Type: Compliance Inspection Reason for Visit: Routine
Regulated Operations Design. Capacity Current promotions
Cattle
Cattle - Dairy Calf
50
44
Cattle - Dairy Heifer
160
106
Cattle - Dry Cow
50
34
Cattle - Milk Cow
225
206
Total Design Capacity: 485
Total SSLW: 562,500
Waste Structures
Dislgnated Observed
Type Identifier Closed Date Start Data Freeboard Freeboard
Waste Pond 1 18.00 48.00
i
page: 2

Permit: AWC550021 Owner - Facility : Corey A Lutz Facility Number: 550021
Inspection Date: 04/06/16 Inpsection Type: Compliance Inspection Reason for Visit: Routine
Discharges & Stream Impacts
Yaa
Na Nit Na
1. Is.any discharge observed from any part of the operation?
❑
❑
❑
Discharge originated at:
Structure
❑
Application Field
❑
Other
❑
a. Was conveyance man-made?
❑
❑ N
❑
b. Did discharge reach Waters of the State? (if yes, notify DWQ)
❑
❑
❑
c. What is the estimated volume that reached waters of the State (gallons)?
d. Does discharge bypass the waste management system? (if yes, notify DWQ)
❑
❑ 0
❑
2. Is there evidence of a past discharge from any part of the operation?
❑
N ❑
❑
3. Were there any observable adverse impacts or potential adverse impacts to Waters of the
❑
0 ❑
❑
State other than from a discharge?
Waste Collection, Storage & Treatment
Yaa
No Na Na
4. Is storage capacity less than adequate?
❑
N ❑
❑
If yes, is waste level into structural freeboard?
❑
5. Are there any immediate threats to the integrity of any of the structures observed (LeJ large
❑
0 ❑
❑
trees, severe erosion, seepage, etc.)?
6. Are there structures on -site that are not properly addressed and/or managed through a.
❑
NO
❑
waste management or closure plan?
7. Do any of the structures need maintenance or improvement?
0
0 ❑
❑
B. Do any of the structures lack adequate markers as required by the permit? (Not applicable
❑
0 ❑
❑
to roofed pits, dry stacks and/or wet stacks)
9. Does any part of the waste management system other than the waste structures require
❑
❑
❑
maintenance or improvement?
Waste Application
Yea No Na No
10. Are there any required buffers, setbacks, or compliance alternatives that need
❑ ❑ ❑
maintenance or improvement?
11. Is there evidence of incorrect application?
❑ 0 ❑ ❑
If yes, check the appropriate box below.
Excessive Ponding?
❑
Hydraulic Overload?
❑
Frozen Ground?
❑
Heavy metals (Cu, Zn, etc)?
❑
PAN?
❑
Is PAN > 10%/10 lbs.?
❑
Total Phosphorus?
❑
Failure to incorporate manure/sludge into bare soil?
❑
Outside of acceptable crop window?
❑
Evidence of wind drift?
❑
Application outside of application area?
❑
page: 3

Permit: AWC550021 Owner - Facility : Corey A Lutz I Facility Number:
550021
Inspection Date: 04/06/16 lnppection Type: Compliance Inspection Reason for Visit:
Routine
Waste Aoolication
Yes No
NjNo
Crop Type 1
Corn (Silage)
Crop Type 2
Small Grain (Wheat, Barley,
Oats)
Crop Type 3
Crop Type 4
Crop Type 5
Crop Type 6
Soil Type 1
Soil Type 2
Soil Type 3
Soil Type 4
Soil Type 5
Soil Type 6
14. Do the receiving crops differ from those designated in the Certified Animal Waste
❑
0 ❑..
❑
Management Plan(CAWMP)?
15. Does the receiving crop and/or land application site need improvement?
❑
E ❑
❑
16. Did the facility fail to secure and/or operate per the irrigation design or wettable acrei
Cl
E ❑
❑
determination?
17. Does the facility lack adequate acreage for land application?
❑
■ ❑
❑
1 B. Is there a lack of properly operating waste application'equipment? I
❑
M ❑
❑
Records and Documents
Yes No Na No
19. Did the facility fail to have Certificate of Coverage and Permit readily. available?
❑
N ❑
❑
20. Does the facility fail to have all components of the CAWMP readily available?
❑
' N ❑
❑
If yes, check the appropriate box below.
WUP?
❑
Checklists?
❑
Design?
❑
Maps? 1
I ❑
Lease Agreements? i
❑
Other?
❑
i
If Other, please specify
21, Does record keeping need improvement?
❑
E ❑
❑
If yes, check the appropriate box below.
Waste Application?
❑
Weekly Freeboard?
❑
Waste Analysis?
❑
Soil analysis?
❑
Waste Transfers?
❑
Weather code?
❑
Rainfall?
❑
Stocking?
❑
page: 4

0
Permit: AWC550021 Owner - Facility : Corey A Lutz Facility Number: 550021
Inspection Date: 04/06/16 Inpsection Type: Compliance Inspection Reason for Visit: Routine
Records and Documents
Yes No Na No
Crop yields?
❑
120 Minute inspections?
❑
Monthly and T' Rainfall Inspections
❑
Sludge Survey
❑
22. Did the facility fail to install and maintain a rain gauge?
❑
0130
23. If selected, did the facility fail to install and maintain a rainbreaker on irrigation equipment
❑
❑ 0
❑
(NPDES only)?
24. Did the facility fail to calibrate waste application equipment as required by the permit?
0
❑ ❑
❑
25. Is the facility out of compliance with permit conditions related to sludge? If yes, check the
❑
1:10
❑
appropriate box(es) below:
Failure to complete annual sludge survey
❑
Failure to develop a POA for sludge levels
❑
Non -compliant sludge levels in any lagoon
❑
List structure(s) and date of first survey indicating non-compliance:
26. Did the facility fail to provide documentation of an actively certified operator in charge?
❑
0 ❑
❑
27. Did the facility fail to secure a phosphorous loss assessment (PLAT) certification?
❑
❑
❑
Other Issues
Yea No Na Ne
28, Did the facility fail to properly dispose of dead animals within 24 hours and/or document
❑
E ❑
❑
and report mortality rates that exceed normal rates?
29, At the time of the inspection did the facility pose an odor or air quality concern? If yes,
❑0
❑
❑
contact a regional Air Quality representative immediately.
30. Did the facility fail to notify regional DWQ of emergency situations as required by Permit?
❑
N ❑
❑
(i.e., discharge, freeboard problems, over -application)
31, Do subsurface tile drains exist at the facility?
❑
N ❑
❑
If yes, check the appropriate box below.
Application Field ❑
Lagoon / Storage Pond ❑
Other ❑
If Other, please specify
32. Were any additional problems noted which cause non-compliance of the Permit or ❑N ❑ ❑
CAWMP?
33. Did the Reviewerllnspector fail to discuss review/inspection with on -site representative? ❑ ❑ ❑
34, Does the facility require a follow-up visit by same agency? ❑ ❑ ❑
page: 5

Certified Operator:
Back-up Operator:
Location of Farm:
Type of Visit: WCompliance Inspection V Operation Review Q Structure Evaluation Q Technical Assistance
Reason for Visit: 6 Routine O Complaint O Follow-up O Referral O Emergency C) Other 0 Denied Access
Date of Visit: .-Arrival Time: Departure Time: County: � ''tom Regio*
Farm Name:xl!�35%nOwner Email:
Owner Name: C�'7 ., �J Phone:
Mailing Address:
Physical Address:
Facility Contact: Title: Phone:
Onsite Representative: {
Ca Ali
Latitude:
Integrator:
Certification
Certification
Longitude:
3 � R. f I d I i � �,�� 1 � �� t ° d i I f� r � y - ►l - �'� -1 ` i 1
:k���di� Fes`. � # � �: 3 h �. -'� � x., :. ; 4 •,r,
AM
Y .. � �''�
NOMM
- 4 p �T•f Z .���� �F
Y. �-L � ��t F � �KC1 Cr 4���
� TXD3 � "� Ae�+\t'[� F �7y�} '��g(3 _y�R �
�� �� Y. �T("Q i! �Y'�ii:,
M��� � �' f�y��.Ie4p _
1��'(i�hM+�4i�^ � � .y„vy4,•!':y
�ff i�J t4'. d � � F 4i'
� 1
■ � -_
�'
�
■
� 1 -
-_
Discharges and Stream Impacts
1. Is any discharge observed from any part of the operation? ❑ Yes 4jrNo ❑ NA ❑ NE
Discharge originated at: ❑ Structure ❑ Application Field ❑ Other:
a. Was the conveyance man-made? ❑ Yes [:]No ❑ NE
b. Did the discharge reach waters of the State? (If yes, notify DWR) ❑ Yes ❑ No ❑ NE
c. What is the estimated volume that reached waters of the State (gallons)?
d. Does the discharge bypass the waste management system? (If yes, notify DWR) ❑ Yes A ❑ NE
2, Is there evidence of a past discharge from any part of the operation? ❑ Yes-- o ❑ NA
3. Were there any observable adverse impacts or potential adverse impacts to the waters ❑ Ye NA ❑ NE
of the State other than from a discharge?
pnwo I of 1 21412014 Continued

F'acili Number: • IDate of Inspection:
Waste Collection & Treatment
s stora a ca aci(structural plus storm storage plus heavy rainfall) less than adequate?
a. If yes, is waste level into the structural freeboard?
Structure 1 Structure 2 Structure 3 Structure 4
Identifier:
Spillway?:
Freeboard (in):
Observed Freeboard (in):
5. Are there any immediate threats to the integrity of any of the structures observed?
❑ Y CNo❑ NA ❑ NE
❑ Yes [] No NE
Structure 5 Structure 6
i
❑ Yes ❑ o NA ❑ NE
(i.e., large trees, severe erosion, seepage, etc.)
6. Are there structures on -site which are not properly addressed and/or managed through a ❑ Y Io b NA ❑ NE
waste management or closure plan?
If any of questions 4-6 were answered yes, and the situation poses an immediate public health or environ ntal threat, notify DWR
7. Do any of the structures need maintenance or improvement? ❑ Yes ❑ NA ❑ NE
8. Do any of the structures lack adequate markers as required by the permit? ❑ Yes ❑ NA ❑ NE
(not applicable to roofed pits, dry stacks, and/or wet stacks) �+
9. Does any part of the waste management system other than the waste structures require ❑ Yes �)A­O A ❑ NE
maintenance or improvement?
Waste Application
10. Are there any required buffers, setbacks, or compliance alternatives that need ❑ Yes ❑ NA ❑ NE
maintenance or improvement?
I
11. is there evidence of incorrect land application? If yes, check the appropriate box below. ❑ Yes NA ❑ NE
❑ Excessive Ponding ❑ Hydraulic Overload ❑ Frozen Ground ❑ Heavy Metals (Cu, Zn, etc.)
❑ PAN ❑ PAN > 10% or 10 lbs. ❑ Total Phosphorus ❑ Failure to Incorporate Manure/Sludge into Bare
❑ Outside'of Acceptable Crop Window ❑ Evidepce f Wind Drift ❑ Application Out ide proved r
12. Crop Type(s):
13. Soil Type(s):
14. Do the receiving crops differ from those designated in the CAWMP?
15. Does the receiving crop and/or land application site need improvement?
16. Did the facility fail to secure and/or operate per the irrigation design or wettable
acres determination?
❑ Yes 6c ❑ NA ❑ NE
❑ Yes o A ❑ NE
❑Y ❑NA NE
17. Does the facility lack adequate acreage for land application? ❑ :Yes'
o NA ❑ NE
18. Is there a lack of properly operating waste application equipment? ❑ ❑ NA ❑ NE
I
Reguired Records & Docu s
19. Did the facility fail to have the Cert ficate of Coverage & Permit readily available? ❑ Yes ❑ NA [DINE
20. Does the facility fail to have all components of the CAWMP readily available? If yes, check ❑ Y o [] NA ❑ NE
the appropriate bo
ckiists ❑Design ❑
21. Does ee ing need im vement? If yes, check the approonate box below. Yes o NA ❑ NE
asteApplication eekly Freeboard <lWaste Analysis oz Analysis er Code
ainfall Stocking ield 120 Minute Inspections Monthly ainfall Inspections Sludge Survey
22. Did the facility fail to install and maintain a rain gauge? ❑ Yes NA ❑ NE
r
23. If selected, did the facility fail to install and maintain rainbreakers on irrigation equipment? ❑ Yes ❑ NE
Page 2 of 3 21412014 Continued

� 4.t
Facili Number: - Date of Ins ection: i
24. Did the facility fail to calibrate waste application equipment as required by the permit? [] Ye [] NA NE
25. Is the facility out of compliance with permit conditions related to sludge? If yes, check ❑ Yes NA ❑ NiEr-
the appropriate box(es) below.
Failure to complete annual sludge surveyFailure to develop a POA for sludge levels
r
Non -compliant sludge levels in any lagoon
List structure(s) and date of first survey indicating non-compliance:
26. Did the facility fail to provide documentation of an actively certified operator in charge? [] Yes NA NE
27. Did the facility fail to secure a phosphorus loss assessments (PLAT) certification? Yes El o NE
Other Issues
28. Did the facility fail to properly dispose of dead animals with 24 hours and/or document Yes NA ❑ NE
and report mortality rates that were h e an norms .
29. At the time of the inspection did the facility pose an odor or air quality concern?
If yes, contact a regional Air Quality representative immediately.
30'. Did the facility fail to notify the Regional Office of emergency situations as required by the
permit? (i.e., discharge, freeboard problems, over- ca ion
31�sub ace tile drains exist at th ility? If yes, check the appropriate box below.
tion Field agoon/Storage Pond ❑ Other:
32. Were any additional problems noted which cause non-compliance of the permit or CAWMP?
33. Did -the Reviewer/Inspector fail to discuss review/inspection with an on -site representative?
❑ Yes
NA ❑ NE
Yes UO-1] NA
Yes' NA
Yes Co NA
❑ Yes IR6 No ❑ NA
Reviewer/Inspector Name: Phone:
NE
❑ NE
❑ NE
nNE
Reviewer/Inspector Signature:
Date:
Page 3 of 3 21412014

TI�:ON . PL-i�NT
COREY LUTZ - PIEDMONT JERSEYS
4399 RITCHIE ROAD
( 704 ) 735-1222
Type Operation: DAIRY - JERSEY
Number of Animals: 290 ( 200 MILK COWS, 40 HEIFERS,
(Design Capacity)
Storage Structure(s): WASTE POND
Application Method(s): IRRIGATION AND SPREADER
O
o
�
50 DRY COWS)
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.
You must have the animal waste analyzed to determine nutrient content
as close to the time of application as practical and at least within
60 days of the date of application before each application cycle.
Soil nutrients in all fields where waste will be applied must be
analyzed at least annually so that all plant nutrients can be balanced
for realistic yields of the crop to be grown. Soil test and waste
analysis records shall be kept for five (5) years. 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.
Several factors are important in implementing your waste utilization
plan in order to maximize the fertilizer value of the waste and to
ensure that it is applied in an environmentally safe manner:
1. Always apply waste based on the needs of the crop to be
grown and the nutrient content of the waste. Do not apply
more nitrogen than the crop can utilize., Lime must be
applied to application fields as recommended by soil test to
aECEIVEDIDENRIDIf41aintain the plant uptake of nutrients.
AQU«F�.9904'r �fn�t �FcT101�
2. Soil types are important as they have different infiltration
APR 01 Zfflrates, leaching potentials, cation exchange capacities, and
available water holding capacities.
3. Normally waste shall not be applied to land eroding at
greater than 5 tons per acre per year. With special
precautions, (see Required Specification No. 4) waste may be
applied to land eroding at up to 10 tons per acre per year.
1

4. Do not apply waste on saturated soils, when it is raining,
or when the surface is frozen. Either of these conditions
may result in runoff to surface waters which is a violation
of the North Carolina Division of Water Quality (NCDWQ)
.0200 regulations.
5. Wind conditions at the time of field application of waste
should also be considered to avoid drift and downwind odor
problems.
6. To maximize the value of nutrients for
to reduce the potential for pollution,
applied to a growing crop. Otherwise
earlier than 30 days prior to planting
forages breaking dormancy. Injecting
incorporating the waste below the soil
nutrients and reduce odor problems.
crop production and
the waste should be
apply waste no
a crop or prior to
or otherwise
surface will conserve
7. Zinc and copper levels in the soils in all fields where
waste is applied shall be monitored and alternative
application fields shall be used when these metals approach
excess levels.
This plan is based on waste application by IRRIGATION AND SPREADER for
this is the manner in which you have chosen to apply your waste. If
you choose to alter the method(s) of application in the future, you
need to revise this plan. Nutrient levels for various waste
application methods are not the same.
The estimated acres needed to apply the animal waste is based on
typical nutrient content for DAIRY systems in North Carolina. Actual
acreage requirements shall be based on waste analysis reports from
storage structures in your waste management system. Attached you will
find information on proper sampling techniques, preparation, and
transfer of waste samples to the lab for analysis.
Your WASTE POND is designed for 365 days of temporary storage and the
temporary storage must be removed on the average of once every
12 MONTHS. If your facility is unroofed, in no instance should the
volume of waste being stored in your structure be higher than the
maximum storage marker except in the event of a 25 year, 24 hour
storm_
Call your technical specialist after you receive the waste analysis
report for assistance in determining the amount per acre to apply and
the proper application rate prior to applying the waste.
2

The waste management system which is covered by this waste utilization
plan shall be operated only by persons which hold a valid certificate
as an operator in charge of an animal waste management system. The
North Carolina Water Quality Commission will provide training and
certification of operators.
This waste utilization plan, if carried out, meets the requirements
for compliance with 15A NCAC 2H .0217 (the .0200 rules) adopted by the
Water Quality Commission.
3

ESTIMATE OF PLANT AVAILABLE NITROGEN
FROM LIQUIDWASTE
Amount of Waste Produced Per Year
FROM WASTE MANAGEMENT SYSTEM PLAN BY BINGHAM ON 10-10-96
THE WASTE STORAGE POND WILL BE EMPTIED WITH IRRIGATION SYSTEM.
NORMAL PUMP OUT VOLUME EACH YEAR IS AS FOLLOWS:
93,368 CU. FT.
= 25.7 AC.- IN
= 698,000 GALLONS
FOR 50% COLLECTION OF WASTE FOR 200 JERSEY MILK COWS THE PAN WAS ESTIMATED TO
BE 4,556 LBS. THE AVERAGE WEIGHT OF A JERSEY MILK COW IS 900 LBS.
ESTIMATED CONCENTRATION IN WASTE POND IS ESTIMATED TO :
4556 LBS. PAN/698,000
= 6.5 LBS PAN/1000 GALLONS
= 177 LBS. PAN/AC-IN
4

FROM WASTE MANAGEMENT SYSTEM PLAN BY BINGHAM ON 10-10-96
OTHER MANURE AROUND CALF HUTCHES AND HAY RINGS WILL BE HAULED AND SPREAD_ THIS
VOLUME IS ESTIMATED IN THE WASTE MANAGEMENT SYSTEMS PLAN
NORMAL ESTIMATED HAUL VOLUME IS AS FOLLOWS:
DAY OLD TO 200 LB. HEIFERS - 54 TON
DRY COWS 202 TON
TOTAL 256 TON
THE PAN FOR THIS MANURE IS ESTIMATED TO BE 4.3 LBS. PER TON FROM NRCS
STANDARDS. PAN FOR SPREADER HAUL = 256 TON @ 4.3 LBS. PAN/TON
= 1,101 LBS. PAN
5

WA'.. STE-:UTILIZATION FLAN
4,556 lbs. PAN per year from liquid waste
+ 11101 lbs. PAN per year from solid waste
= 5,657 Total lbs. PAN per year
Applying the above amount of waste as calculated above is a big job.
You should plan time and have appropriate equipment to apply the waste
in a timely manner.
Values used above are based on analysis of waste
from similar livestock operations in North Carolina
(source: USDA-NRCS FOTG Practice Standard 633-Waste
Utilization). Actual nutrient content of the waste
from this system may vary from these values. Waste
analysis should be made of the actual waste as soon
as possible after significant waste accumulates in
the storage structure(s).
The applicator is cautioned that P and K may be
over applied vhile 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 on y addresses nitrogen.
A

ILM
ja
The irrigation application rate should not exceed the infiltration
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.
It is the responsibility of the producer and irrigation designer to
ensure that an irrigation system is installed to properly irrigate the
acres shown in tables 1 through 3. Failure to apply the recommended
rates and amounts of nitrogen shown in the tables may make this plan
invalid.
Caution must be exercised in grazing or haying forage plants under
stress condition. Nitrate poisoning may occur in livestock. Sampling
forage or hay for nitrate levels is recommended.
7

WASTE APPLICATION TABLES
The crop fields shown in the Waste Application Tables that follow are
available for waste application. It will not be necessary and may not
be desirable to apply waste to each of these fields in any given year.
The Lbs. of Nitrogen Per Acre shown in the tables are estimated annual
nitrogen (N) requirements of the crop to be grown based on the
potential productivity of the soil and assuming no double cropping.
The Recommended Lbs. of N to be Applied per acre indicates the
Nitrogen that can be reasonably applied to the crop and used by the
crop in a timely manner using animal waste alone. It will not be
practical to .meet all the nutrient needs of some crops with animal
waste. Supplemental applications of commercial fertilizer may be
required during the growing season in order to meet all crop nutrient
needs. It is assumed that for certain row crops only a fraction of
the total annual nitrogen requirement can be applied using animal
waste.
The landowner shall record the actual waste application volume made on
each field on the Department of Water Quality Waste Application Record
Form.
The following legend explains the crop codes used in the field
application tables:
CROP
CODE
CROP
PRODUCT'
UNITS
NITROGEN
REQUIREM'T
LSS./UNIT
CS
CORN - SILAGE
TONS
11.0
SG
SMALL GRAIN SILAGE
CROP
60.0
SGS
SMALL GRAIN SILAGE SPRING TOP DRESSED
CROP
60.0
s0
SORGHUM - GRAZED
TONS
45.0
PCs
PASTURE, COOL SEASON
AUM
16.4
M
MATUA - GRAZED
TONS
40.0
0

The following legend explains the soil codes which represent the
specific soil types that are found in the fields which are available
for animal waste application:
SOIL
CODE
SOIL
TYPE
COMMENTS REGARDING SUITABILITY
OF SOILS FOR WASTE APPLICATION
RVA
RIVERVIEW
OCCASIONALLY FLOODED
MsB
MASADA SANDY LOAM
GnC2
GASTON SANDY CLAY LOAM
GnB2
GASTON SANDY CLAY LOAM
BnB
BUMCOMBE SAND
GaD
GASTON LOAM
W7

Table 1: WASTE APPLICATION FIELDS OWNED BY PRODUCER
WETTABLE ACRES
Recommended
Soil Realistic Lbs. N Lbs. N to
Tract Field Type Crop Anticipated Acresl Required to be
No. No. Code Code Yield Useable Per Ac. Applied
2
1525
2
PULLS
1 north
MsB
PCs
6.8 AUM
3.7
112
414.4
2 north
MsB
PCs
6.8 AUM
7.1
112
795.0
3 north
MsB
PCs
6.8 AUM
7.3
112
818.0
4 north
MsB
PCs
6.8 AUM
6.7
112
750.0
5 north
MsB
PCs
6.8 AUM
6.3
112
706.0
6 north
MsB
PCs
6.8 AUM
6.0
112
672.0
7 north
MsB
PCs
6.8 AUM
5.0
112
560.0
8 north
MsB
PCs
6.8 AUM
5.1
112
571.0
field 3
1 south
GnB2
PCs
6.8 AUM
2.6
112
437.0
2 south
GnB2
PCs
6.8 AUM
3.9
112
437.0
3 south
GnB2
PCs
6.8 AUM
4.1
112
459.0
4 south
GnB2
PCs
6.8 AUM
4.3
112
482.0
5 south
GnB2
PCs
6.8 AUM
4.4
112
493.0
6 south
GnB2
PCs
6.8 AUM
4.2
112
470.0
7 south
GnB2
PCs
6.8 AUM
4.0
112
448.0
10

8 south
GnB2
PCs
6.8 AUM
4.2
112
470.0
field 1
9 south
GnB2
CS
15.5
3.2
186
595.0
10 nortl
GnB2
CS
15.5
2.0
186
372.0
10 soutf
RvA
Cs
21.0
2.7
252'
680.0
11 soutt
RvA
CS
21.0
3.8
252
958.0
12 soutt
ChA
CS
15.5
4A
186
818.0
13 south
RvA
CS
21.0
4.3
252
1084.0
TOTALS THIS TABLE
99.3
13489
1 The useable acreage represents the total acreage of the field minus
the required buffer areas which border streams or residential.
areas. Actual total acres in the fields listed may, and most
likely will be, more than the acres shown in the tables.
2 This N is from animal waste only. If nutrients from other sources
such as commercial fertilizer are applied, they must be accounted
for. N must be based on realistic yield expectation.
11

Table 1: WASTE APPLICATION FIELDS OWNED BY PRODUCER
ALTERNATIVE CROPS THAT CAN BE USED ON THESE FIELDS
Soil
Tract Field Type
No. No. Code
1525 2 MsB
©w
1 I RvA
Crop Anticipated
Code Yield
SG
CROP
SGS
CROP
CS
19 TONS/AC
M
4 TONS/AC
SO
4 TONS/AC
SG
CROP
SGS
CROP
CS
15.5 TONS/AC
M
4 TONS/AC.
SO
4 TONS/AC.
SG
CROP
SGS
CROP
M
4 TON/AC
SO 1 4 TON/AC
TOTALS THIS TABLE
Recommended
Lbs. N Lbs. N to
Acresl Required to be
Useable Per Ac. A lied2
47,2
60 1
2832
47.2
60
2832
47.2
209
9865
47.2
160
7552
47.2
180
8496
31.7
60
1902
31.7
60
1902
31.7
171
5421
31.7
160
5072
31.7
180
5706
20.4
60
1224
20.4
60
1224
20.4
160
3264
20.4
180
3672
12

The useable acreage represents the total acreage of the field
the required buffer areas which border streams or residential
areas. Actual total acres in the fields listed may, and most
likely will be, more than the acres shown in the tables.
minus
2 This N is from animal waste only. if nutrients from other sources
such as commercial fertilizer are applied, they must be accounted
for. N must be based on realistic yield expectation.
13

Table 3 presents a summary of all nitrogen requirements and the total
nitrogen to be applied using animal waste for all fields which are
available for waste application.
TABLE 3: SUMMARY OF WASTE APPLICATION
ACRES
USEABLE
TOTAL CROP
NITROGEN
REQUIREMENT
IN POUNDS
RECOMMENDED
LBS. N TO
BE APPLIED
USING WASTE
SUPPLEMENTAL
OR RESIDUAL
LBS. OF N
REQUIRED
FROM TABLE 1
99.3
13489
5657
7832
FROM TABLE 1A
FROM TABLE 2
FROM TABLE 2A
FROM TABLE 2B
TOTAL ALL TABLES
99.3
13489
5657
7832
This summary indicates that only about 42 percent of
nitrogen requirements can be provided for the crops
fields available using animal waste produced on this
operation.
the total annual
as listed for the
livestock
14

TILI
NARRATIVE OF OPERATION
MANURE FOR MILKING HERD WILL BE STORED IN A WASTE STORAGE POND FOR
APPROXIMATELY 1 YEAR AND WILL BE IRRIGATED. DURING THE COURSE OF ONE
YEAR, THIS FACILITY WILL STORE 698,393 GALLONS OR 25.7 AC -IN OF SLURRY WASTE.
DAILY SCRAPING OF WASTE IS REQUIRED TO MOVE THE WASTE INTO THE STORAGE
FACILITY. IF ALL OF ONE YEARS WASTE WERE SPREAD USING A 3000 GALLON
SPREADER, IT WOULD TAKE APPROXIMATELY 233 LOADS. IF MANURE IS SPREAD BY
IRRIGATION USING A PUMP RATE OF 300 GALLONS PER MINUTE, IT WOULD TAKE
APPROXIMATELY 40 HOURS TO SPREAD ONE YEARS ACCUMULATION OF MANURE.
THE FOLLOWING AMOUNTS OF MANURE WILL BE COLLECTED AT OTHER PARTS OF THEI
FARM: {
1. DAY OLD TO 200 LB. HEIFERS
2. DRY COWS
54 TON
202 TON
TOTAL 256 TON
THE PAN FOR THIS MANURE IS ESTIMATED TO BE 4.3 LBS. PAN PER TON FROM THE
NRCS STANDARDS.
PAN FOR SPREADER HAUL = 256 TON @ 4.3 LBS/TON = 1,101 LBS. PAN.
IF ALL OF ONE YEARS WASTE WERE SPREAD USING A 6 TON SPREADER, IT WOULD
TAKE APPROSIMATELY 43 LOADS. ASSUMING I LOAD PER HOUR, IT WILL TAKE 43
HOURS TO SPREAD THIS MANURE.
(Use additional sheets as needed to describe the operation of the
system within the context of the livestock operation)
14

Application of Waste by Irrigation
Field No.
Tract No.
Soil Type
Crop
Application
Rate
(in-ft.)
Application
Amount
(inches)
Application
Time
(hours)
2
1525
MsB
PCS
0.4
0.4
70
3
1525
GnB2
PCS
0.4
0.4
53
1
1525
RvA
CS
0.4
0.4
34
THIS TABLE IS NOT NEEDED IF WASTE IS NOT BEING APPLIED BY IRRIGATION, HOWEVER A SIMILAR TABLE WILL BE
NEEDED FOR DRY LITTER OR SLURRY.
17

WASTE UTILIZATION PLAN.- _-;
FIELD OFFICE INSTRUCTIONS
NOTE TO FIELD OFFICE PERSONNEL PREPARING THIS PLAN:
The following items and the Required Specifications must be addressed in the Waste
;Utilization Plan in order for the plan to meet the minimum requirements of the .0200 rules
,and NRCS standards. All of these concerns may not be applicable for a given operation.
Additional concerns may have to be addressed at certain operations. These items express
the minimum requirements. Where necessary, the planner/designer is to elaborate on these
concerns or add others as applicable. Comments within these items that are in parenthesis,
;are underlined, and are bold typed are for Field Office reference only and are not to be
included in the landowner's copy of the plan. This note is also provided only for Field
iOfftce reference and is not to be included in the landowner's copy of the plan.
1. The waste utilization plan will include all the animal waste generated on the farm.
2. Lagoons and other uncovered waste containment structures must be maintained below the
maximum operating level to provide adequate ,storage for a 25-year, 24-hour storm event
in addition to the one (1) foot mandatory freeboard.
17

WASTL. 00--P.: LA.N
REQUIRED SPECIFICATIONS
1. Animal waste shall not reach surface waters of the state by runoff, drift, manmade
conveyances, direct application, or direct discharge during operation or land
application. Any discharge of waste which reaches surface water is prohibited. Illegal
discharges are subject to the assessment of civil penalties of $10,000 per day by the
Division of Water Quality for every day the discharge continues.
2.
3. Animal waste shall be applied to meet, but not exceed, the Nitrogen needs for realistic
crop yields based on soil type, available moisture, historical data, climate conditions,
and level of management, unless there are regulations that restrict the rate of
application for other nutrients. Actual yields may be used in lieu of realistic yield
tables at the discretion of the planner.
4. Animal waste shall be applied to land eroding less than 5 tons per acre per year.
Animal waste may be applied to land that has a Resource Management System (RMS)
or an Alternative Conservation System (ACS). If a RMS or ACS is used the soil loss
shall be no greater than 10 tons per acre per year and appropriate filter strips will be
used where runoff leaves the field. These filter strips will be in addition to "Buffers"
required by DWQ. fSee FOTG Standard 393 - Filter Strips and Standard 392_
5. Odors can be reduced by injecting the waste or disking after waste application. Waste
should not be applied when the wind is blowing or any other condition exists which
may cause a danger of drift from the irrigation field.
6. When animal waste is to be applied on acres subject to flooding, it will be soil
incorporated on conventionally tilled cropland. When applied to conservation tilled
crops or grassland, the waste may be broadcast provided the application does not
occur during a season prone to flooding. (See "Weather and Climate in Nardi
!'•„....1:�.�fl �� aL.. T „L�;..�1 D_<—�y�._ ��__1_��.���a C_7_ L�_. �__:.1..�..,. 1
7. Liquid waste shall be applied at rates not to exceed the soil infiltration rate such that
runoff does not occur offsite or to surface waters and in a method which does not
cause drift from the site during application. No ponding should occur in order to
control conditions conducive to odor or flies and provide uniformity of application.
8. Animal waste shall not be applied to saturated soils, during rainfall events, or when the
surface is frozen.
m

WASTr.--.----.UT1-L1ZAFlOn1 PLAN
REQUIRED SPECIFICATIONS
9. Animal waste shall be applied on actively growing crops in such a manner that the crop
is not damaged by burning or smothering of the plant. This is an important
consideration where swine, poultry or other ammonia rich waste is being surface
applied. Surface broadcast solids or slurries may damage crops if leaf surfaces are
matted. Generally waste should be applied such that no more than 20 to 25 percent of
the leaf area is covered. This should not normally be a concern where diluted, low
nutrient waste is irrigated or surface broadcast from a liquids holding structure.
Where crops are severely damaged due to waste application, the plants cannot
assimilate the nutrients and discharge of pollutants to surface waters is likely to occur.
The potential for salt damage from animal waste should also be considered.
10. Waste nutrients shall not be applied in fall or winter for spring planted crops on soils
with a high potential for leaching. Waste nutrient loading rates on these soils should
be held to a minimum and a suitable winter cover crop planted to take up released
nutrients. On soils with a high potential for leaching, multiple application at lower
rates should be used. To maximize the value of nutrients for crop production &
reduce the potential for pollution, the waste shall not be applied more than 30 days
prior to planting of the crop on bare soil, or forages breaking dormancy. Injecting the
waste or disking will conserve nutrients.
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 surface water. (See
Standard 393 - Filter Strips and Standard 392 - Riparian Forest Buffer)
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
wetlands provided they have been approved as a land application site by a "technical
specialist". Animal waste shall not be applied on grassed waterways which discharge
directly into water courses. If animal waste is to be applied on other grassed
waterways, waste shall be applied at agronomic rates and in a manner that causes no
runoff or drift from the site.
16. Domestic and industrial waste from washdown facilities, showers, toilets, sinks, etc.,
shall not be discharged into the animal waste management system.
19

WASTc UTILIZATJOnI PLAN
REQUIRED SPECIFICA TIONS
17. A protective cover of appropriate vegetation will be established on all disturbed areas
(lagoon/holding pond embankments, berms, pipe runs, etc.). If needed, special
vegetation shall be provided for these areas and shall be fenced, as necessary, to
protect the vegetation. Vegetation such as trees, shrubs, and other woody species,
etc. are limited to areas where considered appropriate. Lagoon/holding pond areas
should be kept mowed and accessible. Lagoon/holding pond berms and structures
should be inspected regularly for evidence of erosion, leakage, or discharge.
18. If animal production at the facility is to be suspended or terminated, the owner is
responsible for obtaining and implementing an "approved closure plan" which will
eliminate the possibility of an illegal discharge, pollution and erosion.
19. Waste handling structures, piping, pumps, reels, etc., should be inspected on a regular
basis to prevent breakdowns, leaks, and spills. A regular maintenance checklist should
be kept on site.
20. Animal waste can be used in a rotation that includes vegetables and other crops for
direct human consumption. However, if animal waste is used on crops for direct
human consumption it should only be applied preplant with no further applications of
animal waste during the crop season.
21. Highly visible permanent markers shall be installed to mark the top and bottom
elevations of the temporary storage (pumping volume) of all waste treatment Iagoons.
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. Soil
pH shall be adjusted for optimum crop production and maintained. Soil and waste
analysis records shall be kept for five (5) years. Poultry dry waste application records
shall be maintained for three (3) years. Waste application records for all other waste
shall be maintained for five (5) years_
23. Dead animals will be disposed of in a manner that meets NC regulations. North
Carolina General Statute 106-403 requires that dead animals be disposed of within 24
hours in a manner approved by the state veterinarian.
20

WASTE UTILIZATION PLAN:_.
WASTE UTILIZATION PLAN AGREEMENT
Name of Farm: PIEDMONT JERSEYS
Owner/Manager Agreement
I (we) understand and will follow and implement the specifications
and the operation and maintenance procedures established in the
approved animal waste utilization plan for the farm named above. I
(we) know that any expansion to the existing design capacity of the
waste treatment and storage system or construction of new
facilities will require a new certification to be submitted to the
North Carolina Division of Water Quality (NCDWQ) before the new
animals are stocked.. I (we) also understand that there must be no
discharge of animal waste from this system to surface waters of the
state from a storm event less severe than the 25-year, 24-hour
storm. The -approved plan will be filed on -site at the farm office
and at the office of the local Soil and Water Conservation District
and will be available for review by NCDWQ upon request.
I (we) understand that I (we) must own or have access to irrigation
or other equipment, to land apply the animal waste described in
this Waste Utilization Plan. The equipment must be available at
the appropriate time such that no discharge occurs from the lagoon,
holding pond, tank, or other unroofed storage structure in a 25
year, 24 hour storm event. I (we) also certify that the waste will
be applied on the land according to this plan at the appropriate
times and at rates that no run-off occurs.
Name of Facility Owner: COREY LUTZ
(Please print}
Signature: Date:
Name of Manager(If different from owner):
Signature: Date:
Name of Technical Specialist: (Please print)
la-2�-0
RICK H. MC SWAIN
Affiliation: LINCOLN SOIL AND WATER CONSERVATION DISTRICT
Address (Agency)': 115 WEST MAIN STREET, LINCOLNTON N.C. 28092
Signature:

Animal waste Management Systems—Aprir 199-
Appendix D: Odor and Insect Control Checklist
ODOR
On many operations, odor is likely to be the number one community issue for both producers
and the general public. Because people can detect a smell they find offensive, they assume
there is an environmental problem. What are some perceptions of swine odor that your
neighbors and members of your community may have?
SOURCES OF ODOR
The good news is that odor can be managed by reducing sources of odor. Decomposing
manure is the most obvious source. Generally, decomposing manure that has undergone some
type of anaerobic (without oxygen) breakdown has a more offensive odor than fresh manure.
The actual odor is the result of the type of ration, animal metabolism, and environmental
conditions in which manure is stored and spread. Decomposing feed and carcasses can also
contribute to odor.
,North Carolina Slate University

Dairy Farm Waste Management Odor Control Checklist
Source Cause BMPs to Minimize Odor Site Specific Practices
Farmstead • Dairy production Vegetative or wooded buffers
WRecommended best management practices
M'Good judgment and common sense
Paved lots or barn • Wet manure -covered P Scrape or flush daily
alley surfaces surfaces 04romote drying with proper ventilation
Routine checks and maintenance on waterers,
hydrants, pipes, stock tanks
Bedded areas • Urine CY'Iromote drying with proper ventilation
• Partial microbial 9--6eplace wet or manure -covered bedding
decomposition
Manure dry stacks • Partial microbial 1� ❑ Provide liquid drainage for stored manure
decomposition
Storage tank or basin • Partial microbial ❑ Bottom or mid -level loading
surface decomposition) ❑ Tank covers
• Mixing while filling ❑ Basin surface mats of solids
• Agitation when emptying ❑ Minimize lot runoff and liquid additions
❑ Agitate only prior to manure removal
❑ Proven biological additives or oxidants
Se(Iling basin • Partial microbial r I,4 0 Liquid drainage from settled solids
surfaces decomposition Ell Remove solids regularly
• Mixing while filling
• Agitation when emptying
Manure, slurry, or • Agitation when spreading ❑ Soil injection of slurry/sludges
sludge spreader . Volatile gas emissions W ❑ Wash residual manure from spreader after use
outlets 13 Proven biological additives or oxidants

Dairy Farm Waste Management Odor Control Checklist
Source Cause BMPs to Minimize Odor Site Specific Practices
Uncovered manure,
slurry, or sludge on
field surfaces
• Volatile gas emissions while ❑ Soil injection of slurry/sludges
drying ❑ Soil incorporation within 48 hours
ish tanks • Agitation of recycled lagoon
P!0 liquid while tanks are filling
()utside drain • Agitation during wastewater
collection or conveyance
junction boxes
MI'Spread in thin uniform layers for rapid drying
❑ Proven biological additives or oxidants
❑ Flush tank covers
❑ Extend fill lines to near bottom of tanks with
anti -siphon vents
❑ Box covers
Lift stations • Agitation during sump tank ClSump tank covers
pp filling and drawdown
land of drainpipes at • Agitation during wastewater ❑ Extend discharge point of pipes underneath
lagoon conveyance lagoon liquid level
[AgO011 surfaces p • Volatile gas emission
/ ' • Biological mixing
• Agitation
❑ Proper lagoon liquid capacity
❑ Correct lagoon startup procedures
❑ Minimum surface area -to -volume ratio
❑ Minimum agitation when pumping
❑ Mechanical aeration
❑ Proven biological additives

Dairy Farm Waste Management Odor Control Checklist
Source Cause BMPs to Minimize Odor Site Specific Practices
lrrigalion sprinkler + high pressure agitation 91irrigate on dry days with little or no wind
nozzles . Wind drift 9Minimum recommended operating procedure
O Pump intake near lagoon liquid surface
O Pump from second -stage lagoon
Or"Flush residual manure from pipes at end of
slurry/sludge pumpings
Dead animals + Carcass decomposition 17 'Proper disposition of carcasses
Slanding water + Improper drainage M�'Grade and landscape such that water drains away
around facilities + Microbial decomposition of from facilities
organic matter
Mud tracked onto + Poorly maintained access ®—farm access road maintenance ,
public roads from roads
farm access
Additional Information: Available From
Cattle Manure Management; .0200 Rule/BMP Packet NCSU, County Extension Center
Dairy Educational Unit Manure Management System —Lake Wheeler Road Field Laboratory; EBAE 209-95 NCSU—BAE
Lagoon Design and Management for Livestock Manure Treatment and Storage; EBAE 103-83 NCSU—BAE
Management of Dairy Wastewater; EBAE 106-83 NCSU—BAE
Calibration of Manure and Wastewater Application Equipment; EBAE Fact Sheet NCSU---BAE
Nuisance Concerns in Animal Manure Management: Odors and Flies; PRO107, 1995 Conference Proceedings Florida Cooperative Extension

Insect Control Checklist for Animal Operations
Source Cause BMPs to Control Insects Site Specific Practices
Liquid Systems
Flush gutters Accumulation of solids O Flush system is designed and operated
sufficiently to remove accumulated solids from
gutters as designed
11 Remove bridging of accumulated solids at
Lagoons and pits • Crusted solids 17 Maintain lagoons, settling basins and pits where
pest breeding is apparent to minimize the crusting
of solids to a depth of no more than 6 to 8 inches
over more than 30 percent of surface '
Excessive vegetative . Decaying vegetation R"IMaintain vegetative control along banks of
growili lagoons and other impoundments to prevent
accumulation of decaying vegetative matter along
water's edge on impoundment's perimeter.
Dry Systems
Feeders • Feed spillage 0--lDesign, operate, and maintain feed systems
(e.g., bunkers and troughs) to minimize (lie
accumulation of decaying wastage
PIC-lean up spillage on a routine basis (e.g., 7- to 10-
day interval during summer; 15- to 30-day interval
during winter)

Insect Control Checklist for Animal Operations
Source Cause BMI's to Control Insects Site Specific Practices
l"eed storage • Accumulations of feed educe moisture accumulation within and around
residues immediate perimeter of feed storage areas by
ensuring drainage is away from site and/or
providing adequate containment (e.g., covered bin
for brewer's grain and similar high moisture grain
products)
D-funspect for and remove or break up accumulated
solids in filter strips around feed storage as needed
Animal holding • Accumulations of animal. hminate low areas that trap moisture along fences
areas wastes and feed wastage and other locations where waste accumulates and
disturbance by animals is minimal
19-`vlaintain fence rows and filter strips around animal
holding areas to minimize accumulations of wastes
(i.e., inspect for and remove or break up
accumulated solids as needed)
Dry mamu•e
handling systems NX
AccuMulations of animal 0 Remove spillage on a routine basis (e.g.,
wastes 7- to 10-day interval during summer; 15- to 30-day
interval during winter) where manure is loaded for
land application or disposal
0 Provide for adequate drainage around manure
stockpiles
O Inspect for and remove or break up accumulated
wastes in filter strips around stockpiles and manure
handling areas as needed
For more information contact:
Cooperative Extension Service, Department of Entomology, Box 7613, North Carolina State University, Raleigh, NC 27695-7613.

Mortality Management Methods
(check which rnethod(s) are being, implemented)
Burial three feet beneath the surface of the ground within 24 hours after
knowledge of the death. The burial must be at least'300 feet from any flowing
stream or public body of water.
Rendering at a rendering plant licensed under G.S. 106-168.7
Complete incineration
Zi In the case of dead poultry only, placing in a disposal pit of a size and design
ZV
approved by the Department of Agriculture
v 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 he3ith. (Written approval of the State Veterinarian trust be
attached)
Dec=be: l5. 1996

Lincoln Soil and Water Conservation District
115 West Main Street - Citizens Center - Lincolnton, NC 28092 - [phone] - Fax [phone]
April 8, 2010
James Bealle
Division of Water Quality
610 East Center Avenue
Mooresville, N.C. 28115
Dear James,
p �C 9W_[E
APR i 3 20I0
NC DINR M O
DWQ - Ao4Wfer Protection
I have enclosed the Animal Operations Permit Application Form for Facility #55-21,
Corey Lutz, Piedmont Jerseys Farm. I have also provided a copy of the USGS Topo of
the facility. Once you have completed page 4 please mail me a copy for our records.
If you have any questions, feel free to contact our office.
Sincerely,
r
Rick H. McSwain
Director Soil and Water Office
CONSERVATION - DEVELOPMENT - SELF-GOVERNMENT

4•
ff y
Name: REEPSVILLE Location: 035° 32' 14.6" N 081° 17' 16.8" W
Date: 3/31/110 Caption: Corey Lutz
Scale: 1 inch equals 2000 feet Piedmont Jerseys
Copyriphl (C) 1997, Maptech, Inc

State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
Animal Feeding Operations Permit Application Form
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
State General Permit — New or Expanding Anima � ste
1. GENERAL INFORMATION:
2.
erations
' 0 %q [ E Ann
1.1 Facility name: Piedmont Jerseys rL__
APR 1 3 2010
1.2 Print Land Owner's name: Corey Lutz
1.3 Mailing address: 4399 Ritchie Road NC F-5 M,M,R—RO `�in1QF}ro
City, State: Lincolnton N.C. Zip: 28092 tectlon
Telephone number (include area code): ( 704 )735-1222
1.4 Physical address: 4399 Ritchie Road
City, State: Lincolnton N.C. Zip: 28092
Telephone number (include area code): ( 704 ) 735 - 1222
1.5 County where facility is located: Lincoln
1.6 Facility location (directions from nearest major highway, using SR numbers for state roads): HWY 150 from Mooresville to
Lincolnton, Take 321 North toward Hickory. Take Startown Road Exit, go west on Startown Road toward Lincolnton. Take
Ritchie Road on right just past Lincoln/Catawba County line. Farm is on right +/- 1 mile.
1.7 Farm Manager's name (if different from Land Owner):
1.8 Lessee's / Integrator's name (if applicable; circle which type is listed):
1.9 Facility's original start-up date: 1995 Date(s) of facility expansion(s) (if applicable):
OPERATION INFORMATION:
2.1 Facility number: 55-21
2.2 Operation Description:
0
Please enter the Design Capacity of the system. The "No. of Animals" should be the maximum number for which the waste
management structures were designed.
Tyne of Swine No. of Animals
Type of Poultry
No. of Animals Tyne of Cattle
No. of Animals
❑ Wean to Feeder
❑ Layer
❑ Beef Brood Cow
❑ Feeder to Finish
❑ Non -Layer
❑ Beef Feeder
❑ Farrow to Wean (# sow)
❑ Turkey
❑ Beef Stocker Calf
❑ Farrow to Feeder (# sow)
❑ Turkey Poults
® Dairy Calf
50
❑ Farrow to Finish (# sow)
® Dairy Heifer
160
❑ Wean to Finish (# sow)
® Dry Cow
50
❑ Gilts
® Milk Cow
225
❑ Boar/Stud
❑ Other Type of Livestock on the farm:
No. of Animals: 485
0
FORM: AWO-STATE-G-N/E 1/10/06 Page 1 of 5

3.
2.3 Acreage cleared and available for application (excluding all required buffers and areas not covered by the application
system): 60 Required Acreage (as listed in the CAWMP): 251.8 available
2.4 Number of lagoons: Total Capacity (cubic feet): Required Capacity (cubic feet):
Number of Storage Ponds: I Total Capacity (cubic feet): 114,012 Required Capacity (cubic feet): 91,761
2.5 Are subsurface drains present within 100' of any of the application fields? YES or ®O (circle one)
2.6 Are subsurface drains present in the vicinity or under the waste management system? YES or NO (circle one)
2.7 Does this facility meet all applicable siting requirements? YES or NO (circle one)
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.
ApRlicants Initials
3.1 One completed and signed original and two copies of the application for State General Permit -
Animal Waste Operations;
3.2 Three copies of a general location map indicating the location of the animal waste facilities and
field locations where animal waste is land applied and a county road map with the location of the
facility indicated;
3.3 Three 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 permit application for
animal waste operations.
The CAWMP must include the following components. Some of these components may not have been required at the time
the facility was certified but should be added to the CAWMP for permitting purposes:
3.3.1 NRCS Site Evaluation Form NC-CPA-17 or equivalent
3.3.2 A hazard classification of the proposed lagoons, if required
3.3.3 Documentation that proposed swine facilities meet the Swine Farm Siting Act, including a site reap prepared by
a Registered Land Surveyor. The scale of this map shall not exceed i inch = 400 feet. At a minimum, the site
map shall show the distance from the proposed houses and lagoons to occupied residences within 1500 feet,
schools, hospitals, churches, outdoor recreational facilities, national parks, state parks, historic properties, or
child care centers within 2500 feet, property boundaries within 500 feet, water supply wells within 500 feet.
The map shall also show the location of any property boundaries and perennial streams or rivers located within
75 feet of waste application areas.
3.3.4 Documentation showing that all adjoining property owners, all property owners who own property located
across a public road, street, or highway from the facility, the local health department, and the county manager
or chair of the county board of commissioners if there is no county manager, have been notified by certified
mail of your intent to construct or expand a swine farm at this location.
3.3.5 A wetlands determination
3.3.6 The lagoon/storage facility design
3.3.7 Proposed runoff control measures, if required
3.3.8 Irrigation or other land application method design
3.3.9 The Waste Utilization Plan (WUP) must include the amount of Plant Available Nitrogen (PAN) produced and
utilized by the facility
3.3.10 The soil series present on every waste disposal field
3.3.11 The crops grown on every waste disposal field
3.3.12 The Realistic Yield Expectation (RYE) for every crop shown in the WUP
3.3.13 The PAN applied to every waste disposal field
3.3.14 The waste application windows for every crop utilized in the WUP
3.3.15 The required NRCS Standard specifications
FORM: AWO-STATE-G-N/E 1/10/06 Page 2 of 5

3.3.16 Emergency Action Plan
3.3.17 Insect Control Checklist with options noted
3.3.1 S Odor Control Checklist with options noted
3.3.19 Mortality Control Checklist with options noted
3.3.20 Documentation proving this facility is exempt from the Moritoria on Construction or
Expansion of Swine Farms, if the application is for a swine facility
3.3.21 A map showing the topography of the proposed facility location showing features
that affect facility design, the dimensions and elevations of any existing facilities,
the fields used for waste application, and areas where surface runoff is to be
controlled
If your CAWMP includes any components not shown on this list, please include the additional components with your
submittal. (Composting, waste transfers, etc.)
4. APPLICANT'S CERTIFICATION:
I, Corey Lutz (Land Owner's name listed in question 1.2), attest that this application for Piedmont Jerseys (Facility name listed in
question 1.1)
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of this
application are not completed and that if all required supporting information and attachments are not included, this application package
will be returned to me -as incomplete. _
Signature
Date q—?' %0
5. MANAGER'S CERTIFICATION: (complete only if different from the Land Owner)
I,
(Manager's name listed in question 1.6), attest that this
application for (Facility name listed in question 1.1)
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of this
application are not completed and that if all required supporting information and attachments are not included, this application package
will be returned as incomplete.
Signature
Date
THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL. SUPPORTING INFORMATION AND MATERIALS,
SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DIVISION OF WATER QUALITY
AQUIFER PROTECTION SECTION
ANIMAL FEEDING OPERATIONS UNIT
1636 MAIL SERVICE CENTER
RALEIGH, NORTH CAROLINA 27699-1636
TELEPHONE NUMBER: [phone]
FAX NUMBER: [phone]
FORM: AWO-STATE-G-N/E 1/10/06 Page 3 of 5

6. SURFACE WATER CLASSIFICATION:
This form must be completed by the appropriate DWQ regional office and included as a part of the
project submittal information.
INSTRUCTIONS TO NC PROFESSIONALS:
The classification of the downslope surface waters (the surface waters that any overflow from the facility would flow toward) in
which this animal waste management system will be operated must be determined by the appropriate DWQ regional office.
Therefore, you are required, prior to submittal of the application package, to submit this form, with items 1 through 6
completed, to the appropriate Division of Water Quality Regional Aquifer Protection Supervisor (see page 6 of 10). At a
minimum, you must include an 8.5" by I I" copy of the portion of a 7.5 minute USGS Topographic Map which shows the
location of this animal waste application system and the downslope surface waters in which they will be located. Identify the
closest downslope surface waters on the attached map copy. Once the regional office has completed the classification,
reincorporate this completed page and the topographic map into the complete application form and submit the
application package.
6.1 Farm Name: Piedmont Jerseys
6.2 Name & complete address of engineering firm:
Telephone number: (
6.3 Name of closest downslope surface waters: South Fork of the Catawba River
6.4 County(ies) where the animal waste management system and surface waters are located Lincoln
6.5 Map name and date: Reepsville, N.C. 1970
6.6 NC Professional's Seal (If appropriate), Signature, and Date:
TO: REGIONAL AQUIFER PROTECTION SUPERVISOR
Please provide me with the classification of the watershed where this animal waste management facility will be or has been
constructed or field located, as identified on the attached map segment(s):
Name of surface
Classification (as established by the Environmental Management Commission):
Proposed classification, if applicable:
Signature of regional office personnel:
(All attachments must be signed)
Date:
FORM: AWO-STATE-G-NIE 1110/06 Page 4 of 5

DIVISION OF WATER QUALITY REGIONAL OFFICES (9/05)
Asheville Regional APS Supervisor
2090 U.S. Highway 70
Swannanoa, NC 28778
[phone]
Fax [phone]
Avery
Macon
Buncombe
Madison
Burke
McDowell
Caldwell
Mitchell
Cherokee
Polk
Clay
Rutherford
Graham
Swain
Haywood
Transylvania
Henderson
Yancey
Jackson
Fayetteville Regional APS Supervisor
225 Green Street, Suite 714
Fayetteville, NC 28301-5094
[phone]
Fax [phone]
Washington Regional APS Supervisor
943 Washington Square Mall
Washington, NC 27889
[phone]
Fax [phone]
Beaufort Jones
Bertie
Lenoir
Camden
Martin
Chowan
Pamlico
Craven
Pasquotank
Currituck
Perquimans
Dare
Pin
Gates
Tyrell
Greene
Washington
Hertford
Wayne
Hyde
Mooresville Regional APS Supervisor
610 East Center Avenue
Mooresville, NC 28115
[phone]
Fax [phone]
Raleigh Regional APS Supervisor
1628 Mail Service Center
Raleigh, NC 27699-1628
[phone]
Fax [phone]
Chatham
Nash
Durham
Northampton
Edgecombe
Orange
Franklin
Person
Granville
Vance
Halifax
Wake
Johnston
Warren
Lee
Wilson
Wilmington Region APS Supervisor
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
[phone]
Fax [phone]
Anson
Moore
Alexander
Lincoln
Brunswick New Hanover
Bladen
Richmond
Cabarrus
Mecklenburg
Carteret Onslow
Cumberland
Robeson
Catawba
Rowan
Columbus Pender
Harnett
Sampson
Cleveland
Stanly
Duplin
Hoke
Scotland
Gaston
Union
Montgomery
lredell
Winston-Salem Regional APS Supervisor
585 Waughtown Street
Winston-Salem, NC 27107
[phone]
Fax [phone]
Alamance
Rockingham
Alleghany
Randolph
Ashe
Stokes
Caswell
Surry
Davidson
Watauga
Davie
Wilkes
Forsyth
Yadkin
Guilford
FORM: AWO-STATE-G-NIE 1/10/06 Page 5 of 5

State of North Carolina Aqu erpm FNRipWQ
Department of Environment and Natural Resources Section
Division of Water Quality APR 12 29l0
Animal Feeding Operations Permit Application Form
(THIS FORM MA Y BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
State General Permit — New or Expanding Animal Waste Operations
1. GENERAL INFORMATION:
1.1 Facility name: Piedmont Jerseys �jf]
1.2 Print Land Owner's name: Corey Lutz E
� V
1.3 Mailing address: 4399 Ritchie Road
City, State: Lincolnton N.C. Zip: 28092 AIPR l 3 2010
Telephone number (include area code): { 704 )735-1222
RO
1.4 Physical address: 4399 Ritchie Road DWQ A ui ear p oteection
City, State: Lincolnton N.C. Zip: 28092
Telephone number (include area code): ( 704 ) 735 - 1222
1.5 County where facility is located: Lincoln
1.6 Facility location (directions from nearest major highway, using SR numbers for state roads): HWY 150 from Mooresville to
Lincolnton, Take 321 North toward Hickory. Take Startown Road Exit, go west on Startown Road toward Lincolnton. Take
Ritchie Road on right just past Lincoln/Catawba County line. Farm is on right +/- l mile.
1.7 Farm Manager's name (if different from Land Owner):
1.8 Lessee's / Integrator's name (if applicable; circle which type is listed):
1.9 Facility's original start-up date: 1995 Date(s) of facility expansion(s) (if applicable):
2. OPERATION INFORMATION:
2.1 Facility number: 55-21
2.2 Operation Description:
Please enter the Design Capacity of the system The "No. of Animals" should be the maximum number for which the waste
management structures were designed.
Type of Swine No. of Animals Twe of Poultry No. of Animals Type of Cattle No. of Animals
❑ Wean to Feeder
❑ Feeder to Finish
❑ Farrow to Wean (# sow)
❑ Farrow to Feeder (# sow)
❑ Farrow to Finish (# sow)
❑ Wean to Finish (# sow)
❑ Gilts
❑ Boar/Stud
❑ Other Type of Livestock on the farm:
❑ Layer
❑ Non -Layer
❑ Turkey
❑ Turkey Poults
❑ Beef Brood Cow
❑ Beef Feeder
❑ Beef Stocker Calf
® Dairy Calf 50
® Dairy Heifer 160
® Dry Cow 50
® Milk Cow 225
No. of Animals: 485
FORM: AWO-STATE-G-N/E 1/10/06 Page 1 of 5

3.
2.3 Acreage cleared and available for application (excluding all required buffers and areas not covered by the application
system): 60 Required Acreage (as listed in the CAWMP): 251.8 available
2.4 Number of lagoons: Total Capacity (cubic feet): Required Capacity (cubic feet):
Number of Storage Ponds: 1 Total Capacity (cubic feet): 114,012 Required Capacity (cubic feet): 91.761
2.5 Are subsurface drains present within 100' of any of the application fields? YES or & (circle one)
2.6 Are subsurface drains present in the vicinity or under the waste management system? YES or NO (circle one)
2.7 Does this facility meet all applicable siting requirements? YES or NO (circle one)
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.
Annlicants Initials
3.1 One completed and signed original and two copies of the application for State General Permit -
Anirnal Waste Operations;
3.2 Three copies of a general location map indicating the location of the animal waste facilities and
field locations where animal waste is land applied and a county road map with the location of the
facility indicated;
3.3 Three 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 permit application for
animal waste operations.
The CAWMP must include the following components. Some of these components may not have been required at the time
the facility was certified but should be added to the CAWMP for permitting purposes:
3.3.1 MRCS Site Evaluation Form NC-CPA-17 or equivalent
3.3.2 A hazard classification of the proposed lagoons, if required
3.3.3 Documentation that proposed swine facilities meet the Swine Farm Siting Act, including a site map prepared by
a Registered Land Surveyor. The scale of this map shall not exceed 1 inch = 400 feet. At a minimum, the site
map shall show the distance from the proposed houses and lagoons to occupied residences within 1500 feet,
schools, hospitals, churches, outdoor recreational facilities, national parks, state parks, historic properties, or
child care centers within 2500 feet, property boundaries within 500 feet, water supply wells within 500 feet.
The map shall also show the location of any property boundaries and perennial streams or rivers located within
75 feet of waste application areas.
3.3.4 Documentation showing that all adjoining property owners, all property owners who own property located
across a public road, street, or highway from the facility, the local health department, and the county manager
or chair of the county board of commissioners if there is no county manager, have been notified by certified
mail of your intent to construct or expand a swine farm at this location.
3.3.5 A wetlands determination
3.3.6 The lagoon/storage facility design
3.3.7 Proposed runoff control measures, if required
3.3.8 Irrigation or other land application method design
3.3.9 The Waste Utilization Plan (WUP) must include the amount of Plant Available Nitrogen (PAN) produced and
utilized by the facility
3.3.10 The soil series present on every waste disposal field
3.3.11 The crops grown on every waste disposal field
3.3.12 The Realistic Yield Expectation (RYE) for every crop shown in the WUP
3.3.13 The PAN applied to every waste disposal field
3.3.14 The waste application windows for every crop utilized in the WUP
3.3.15 The required NRCS Standard specifications
FORM: AWO-STATE-GN/E 1/10/06 Page 2 of 5

3.3.16 Emergency Action Plan
3.3.17 Insect Control Checklist with options noted
3.3.18 Odor Control Checklist with options noted
3.3.19 Mortality Control Checklist with options noted
3.3.20 Documentation proving this facility is exempt from the Moritoria on Construction or
Expansion of Swine Farms, if the application is for a swine facility
3.3.21 A map showing the topography of the proposed facility location showing features
that affect facility design, the dimensions and elevations of any existing facilities,
the fields used for waste application, and areas where surface runoff is to be
controlled
If your CAWMP includes any components not shown on this list, please include the additional components with your
submittal. (Composting, waste transfers, etc.)
4. APPLICANT'S CERTIFICATION:
I, Corey Lutz (Land Owner's name listed in question 1.2), attest that this application for Piedmont Jerseys (Facility name listed in
question 1.1)
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of this
application are not completed and that if all required supporting information and attachments are not included, this application package
will be returned to me as incomplete.
Signature
Date �"� 7' /o
5. MANAGER'S CERTIFICATION: (complete only if different from the Land Owner)
I,
(Manager's name listed in question 1.6), attest that this
application for (Facility name listed in question 1.1)
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of this
application are not completed and that if all required supporting information and attachments are not included, this application package
will be returned as incomplete.
Signature
Date
THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING INFORMATION AND MATERIALS,
SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DIVISION OF WATER QUALITY
AQUIFER PROTECTION SECTION
ANIMAL FEEDING OPERATIONS UNIT
1636 MAIL SERVICE CENTER
RALEIGH, NORTH CAROLINA 27699-1636
TELEPHONE NUMBER: [phone]
FAX NUMBER: [phone]
FORM: AWO-STATE-G-N/E 1/10/06 Page 3 of 5

6. SURFACE WATER CLASSIFICATION:
This form must be completed by the appropriate DWQ regional office and included as a part of the
project submittal information.
INSTRUCTIONS TO NC PROFESSIONALS:
The classification of the downslope surface waters (the surface waters that any overflow from the facility would flow toward) in
which this animal waste management system will be operated must be determined by the appropriate DWQ regional office.
Therefore, you are required, prior to submittal of the application package, to submit this form, with items 1 through 6
completed, to the appropriate Division of Water Quality Regional Aquifer Protection Supervisor (see page 6 of 14). At a
minimum, you must include an 8.5" by 11" copy of the portion of a 7.5 minute USGS Topbgraphic Map which shows the
location of this animal waste application system and the downslope surface waters in which they will be located. Identify the
closest downslope surface waters on the attached map copy. Once the regional office has completed the classification,
reincorporate this completed page and the topographic map into the complete application form and submit the
application package.
6.1 Farm Name: Piedmont Jerseys
6.2 Name & complete address of engineering firm:
Telephone number: (
6.3 Name of closest downslope surface waters: South Fork of the Catawba River
6.4 County(ies) where the animal waste management system and surface waters are located Lincoln
6.5 Map name and date: Reepsville. N.C. 1974
6.6 NC Professional's Seal (If appropriate), Signature, and Date:
TO: REGIONAL AQUIFER PROTECTION SUPERVISOR
Please provide me with the classification of the watershed where this animal waste management facility will be or has been
constructed or field located, as identified on the attached map segment(s):
Name of surface waters:
Classification (as established by the Environmental Management Commission):
Proposed classification, if applicable:
Signature of regional office personnel:
(All attachments must be signed)
Date:
FORM: AWO-STATE-GN/E 1/10/06 Page 4 of 5

DIVISION OF WATER QUALITY REGIONAL OFFICES (9105)
Asheville Regional APS Supervisor
2090 U.S. Highway 70
Swannanoa, NC 28778
[phone]
Fax [phone]
Avery
Macon
Buncombe
Madison
Burke
McDowell
Caldwell
Mitchell
Cherokee
Polk
Clay
Rutherford
Graham
Swain
Haywood
Transylvania
Henderson
Yancey
Jackson
Fayetteville Regional APS Supervisor
225 Green Street, Suite 714
Fayetteville, NC 28301-5094
[phone]
Fax [phone]
Washington Regional APS Supervisor
943 Washington Square Mall
Washington, NC 27889
[phone]
Fax [phone]
Beaufort Jones
Bertie
Lenoir
Camden
Martin
Chowan
Pamlico
Craven
Pasquotank
Currituck
Perquimans
Dare
Pitt
Gates
Tyrell
Greene
Washington
Hertford
Wayne
Hyde
Mooresville Regional APS Supervisor
610 East Center Avenue
Mooresville, NC 28115
[phone]
Fax [phone]
Raleigh Regional APS Supervisor
1628 Mail Service Center
Raleigh, NC 27699-1628
[phone]
Fax [phone]
Chatham
Nash
Durham
Northampton
Edgecombe
Orange
Franklin
Person
Granville
Vance
Halifax
Wake
Johnston
Warren
Lee
Wilson
Wilmington Region APS Supervisor
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
[phone]
Fax [phone]
Anson
Moore
Alexander
Lincoln
Brunswick New Hanover
Bladen
Richmond
Cabarrus
Mecklenburg
Carteret Onslow
Cumberland
Robeson
Catawba
Rowan
Columbus Pender
Harnett
Sampson
Cleveland
Stanly
Duplin
Hoke
Scotland
Gaston
Union
Montgomery
Iredell
Winston-Salem Regional APS Supervisor
585 Waughtown Street
Winston-Salem, NC 27107
[phone]
Fax [phone]
Alamance
Rockingham
Alleghany
Randolph
Ashe
Stokes
Caswell
Surry
Davidson
Watauga
Davie
Wilkes
Forsyth
Yadkin
Guilford
FORM: AWO-STATE-G-NIE 1/10/06 Page 5 of 5

Animal Waste Management Plan Certification
(Please tvne or print all information that does not require a simature)
(Existing or New or (Expanded ) (please circle one)
General Information: ' tGE1VED/DLIVR/ it No:
Name of Farm: Piedmont Jerseys Agtjifer Pmte jon S -:' Facility No: 55-21
Owner(s) Name: Corey Lutz APR 2 Phone No: 704-735-1222
Mailing Address: 4399 Ritchie Road Lincolnton N.C. 28092
Farm Location: From Lincolnton, take 150 east to 321 north, exit star town road, travel Star Town Road
toward Lincolnton, take Ritchie Road to the Right just past Lincoln/Catawba County line. Farm is on
right +/-1 mile.
County Farm is located in: Lincoln
Latitude and Longitude: 35 32' 45" / 81 17' 02" Integrator:
Please attach a copy of a county road map with location identified and describe below (Be specific: road
names, directions, milepost, etc.):
Operation Description:
7jpeofSwine No. of Animals
o Wean to Feeder
o Feeder to Finish
o Farrow to Wean
o Farrow to Feeder
o Farrow to Finish
o Gilts
o Boars
Type of Poultry No. of Animals
o Layer
o Non -Layer
Type of Beef No. of Animals
o Brood
o Feeders
o Stockers
Other Type of Livestock:
Type of Dairy
No. of Animals
s(Milking
225
dory
50
dHeifers
160
etalves
50
Number of Animals: 485
Expanding Operation Only
Previous Desio Ca aci : 290 Additional Design Capacity.L95 Total Design Ca aci : 485
Acreage Available for Application:251.8 Required Acreage: 60
Number of waste structures: 1 Total Capacity: 114,012 Cubic Feet
Are subsurface drains present on the farm: YES or NO (please circle one)
If YES: are subsurface drains present in the area of the waste structures (please circle one or both as applicable)
************************************************************************************
Owner 1 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 plan for the farm named above and will
implement these procedures. 1 (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 permit application and a new certification to be submitted to the Division
of Water Quality (DWQ) and permit approval received before the new animals are stocked'.' I (we) understand that there must
be no discharge of animal waste from the storage system to surface waters of the state unless specifically allowed under a
permit from DWQ and there must not be run-off from the app '7ids
I (we) understand that run-off of
pollutants from lounging and heavy use areas must be minimize usideveloped by the USDA -Natural
Resources Conservation Service (NRCS). The approved plan d at the DWQ Regional Office and
the office of the local Soil and Water Conservation District (SW modification must be approved by
a technical specialist and submitted to the DWQ Regional Office ired approvals received from DWQ
prior to implementation. A change in farm ownership requires be sent to DWQ along with a new
certification (if the approved plan is changed).
Name of Land Owner: Corev Lutz w
Signature: °' ate:
Name of,Manager (if Afferent from owner): 14
Signature: y ate:
AWC - September 18, 2006 1

Technical Specialist Certification
L As a technical specialist designated by the North Carolina Soil and Water Conservation Commission pursuant to 15A
NCAC 6H .0104, 1 certify that the animal waste management system for the farm named above has an animal waste
management plan that meets or exceeds standards and specifications of the Division of Water Quality as specified in 15A
NCAC 2T .1300 (formerly 2H .0217) and the USDA -Natural Resources Conservation Service and/or the North Carolina Soil
and Water Conservation Commission pursuant to 15A NCAC 2T .1300 (formerly 2H .0217) and 15A NCAC 6F .0101-.0105.
The following elements are included in the plan as applicable. While each category designates a technical specialist who may
sign each certification (SD, SI, WUP, RC, I), the technical specialist should only certify parts for which they are technically
competent.
IL Certification of Design
A) Collection Stora a Treatment System
Check the appropriate box
o Existing facility without retrofit (SD or WUP)
Storage volume is adequate for operation capacity; storage capability consistent with waste utilization requirements.
o New, expanded or retrofitted facility (SD)
Animal waste storage and treatment structures, such as but not limited to collection systems, lagoons and ponds,
have been designed to meet or exceed the minimum standards and specifications.
Name of Technical Specialist (Please Print):
Affiliation Date Work Completed:
Address (Agency): Phone No.:
Signature: Date:
B) Land Application Site (WUP)
The plan provides for minimum separations (buffers); adequate amount of land for waste utilization; chosen crop is suitable
for waste management; and the hydraulic and nutrient loading rates are appropriate for the site and receiving crop.
Name of Technical Specialist (Please Print): Rick H. McSwain
Affiliation Lincoln Soil and Water Conservation District Date Work Completed: 3/29/10
Address (Agency):115 West Main Street, LincoInton N.C. 28092 Phone No,: 704-736-8501
Signature: Date:
C) Runoff Controls from'Exterior Lots
Check the appropriate box
o Facility without exterior lots (SD or WUP or RC)
This facility does not contain any exterior lots.
Facility with exterior lots (RC)
Methods to minimize the run off of pollutants from lounging and heavy use areas have been designed in
accordance with technical standards developed by MRCS.
Name of Technical Specialist (Please Print): Rick H. McSwain
Affiliation Lincoln Soil and Water Conservation Date Work Completed: 3-29-10
Address
092 Phone No.: 704-736-8501
AWC - September 18, 2006

D). Application and, Handling Equipment
Check the appropriate box
Existing or expanding facility with existing waste, application eguipmen rp or 1)
Animal waste application equipment specified ' in the plan has been er field calibrated or evaluated in
accordance with existing design charts and tables and is able to apply waste as necessary to accommodate the waste
management plan: (existing application equipment can cover the area required by the plan at rates not to exceed
either the specified hydraulic or nutrient loading rates, a schedule for timing of applications has been established;
required buffers can be maintained and calibration and adjustment guidance are contained as part of the plan).
New, expanded, or existing facility without existing waste implication equipment f_or sp_r- y irri ag tion. (I)
Animal waste application equipment specified in the plan has been designed to apply waste as necessary to
accommodate the waste management plan; (proposed application equipment can cover the area required by the plan
at rates not to exceed either the specified hydraulic or nutrient loading rates; a schedule for timing of applications
has been established; required buffers can be maintained; calibration and adjustment guidance are contained as part
of the plan).
New ex anded or existing facilily without existing waste a lication cquil3ment for land Wreading not using s ra
irrigation. (WUP or I)
Animal waste application equipment specified in the plan has been selected to apply waste as necessary to
accommodate the waste management plan; (proposed application equipment can cover the area required by the plan
at rates not to exceed either the specified hydraulic or nutrient loading rates; a schedule for timing of applications
has been established; required buffers can be maintained; calibration and adjustment guidance are contained as part
of the plan).
Name of Technical Specialist (Please Print): Rick H. McSwain
Affiliation Lincoln Soil and Water Conservation District Date Work Completed: 3-29-10
I:r,1;rm
E)
092 Phone No.: 704-736-8501
—Ib i o
The waste ma gement plan for this facility includes a Waste Management Odor Control Checklist, an Insect Control
Checklist, a Mortality Management Checklist and an Emergency Action Plan. Sources of both odors and insects have
been evaluated with respect to this site and Best Management Practices to Minimize Odors and Best Management
Practices to Control Insects have been selected and included in the waste management plan. Both the Mortality
Management Plan and the Emergency Action Plan are complete and can be implemented by this facility.
Name of Technical Specialist (Please Print): Rick H. McSwain
Affiliation Lincoln Soil and Water Conservation District Date Work Completed: 3-29-10
Address
Signature:
092 Phone No.: 704-736-8501
F) Written Notice of New or Exl2anding Swine Farm
The following signature block is only to be used for new or expanding swine farms that begin construction after June
21,1996. If the facility was built before June 21, 1996, when was it constructed or last expanded
I (we) certify that I (we) have attempted to contact by certified mail all adjoining property owners and all property owners who
own property located across a public road, street, or highway from this new or expanding swine farm. The notice was in
compliance with the requirements of NCGS 106-805. A copy of the notice and a list of the property owners notified are
attached.
Name of Land Owner:
Signature: Date:
Name of Manager (if different from owner): .. _
Signature: Date:
AWC - September 18, 2006

III. Certification of Installation
A) Collection Stora a Treatment Installation
New, expanded or retrofitted facility (SI)
Animal waste storage and treatment structures, such as but not limited to lagoons and ponds, have been installed in
accordance with the approved plan to meet or exceed the minimum standards and specifications.
For existing facilities without retrofits, no certification is necessary.
Name of Technical Specialist (Please Print):
Affiliation Date Work Completed:
Address (Agency): Phone No.:
Signature: Date:
B) Land Application Site (WUP)
The cropping system is in place on all land as specified in the animal waste management plan.
Name of Technical Specialist (Please Print): Rick H. McSwain
Affiliation Lincoln Soil and Water Conservation District Date Work Completed: 3-29-10
Address
092 Phone No.: 704-736-8501
3 -d--t e
C) Runoff Controls from Exterior Lots (RC)
Facility with exterior lots
Methods to minimize the run off of pollutants from lounging and heavy use areas have been installed as specified in
the plan.
For facilities without exterior lots, no certification is necessary.
Name of Technical Specialist (Please Print): Rick H. McSwain
Affiliation Lincoln Soil and Water Conservation District Date Work Completed: 3-29-10
092 Phone No.: 704-736-8501
1-:�Ci id
D) Amplication and Handling Equipment Installation 6UP r I)
Animal waste application and handling equipment specified in the plan is on site and ready for use; calibration
and adjustment materials have been provided to the owners and are contained as part of the plan.
o Animal waste application and handling equipment specified in the plan has not been installed but the owner has
proposed leasing or third party application and has provided a signed contract; equipment specified in the
contract agrees with the requirements of the plan; required buffers can be maintained; calibration and
adjustment guidance have been provided to the owners and are contained as part of the plan.
Name of Technical Specialist (Please Print): Rick H. McSwain
Affiliation Lincoln Soil and Water Conservation District Date Work Completed: 3-29-10
Address (
D92 Phone No.: 704-736-8501
AWC - September 18, 2006

E) Odor Control Insect Control and Mortality Management SD SI WUP RC or I
Methods to control odors and insects as specified in the Plan have been inst`aTtW--a-n-J are operational. The
mortality management system as specified in the Plan has also been installed and is operational.
Name of Technical Specialist (Please Print): Rick H. McSwain
Affiliation Lincoln Soil and Water Conservation District Date Work Completed: 3-29-10
Address (Age ): 115 West Maw. Street Lincolnton N.C. 28092 Phone No.: 704-736-8501
Signature: , _ Date:_Y— 3a -L d
Please return the completed form to the Division of Water Quality at the following address:
Department of Environment and Natural Resources
Division of Water Quality
Animal Feeding Operations Unit
1636 Mail Service Center
Raleigh, NC 27699-1636
Please also remember to submit a copy of this form along with the complete Animal Waste
Management Plan to the DWQ Regional Office and the local Soil and Water Conservation
District Office and to keep a copy in your files with your Animal Waste Management Plan.
AWC - September 18, 2006 5

iZ" 55 ON
iol) AaJT3

RECEIVED 1 DENR / DWQ
Aquifer Protection Section
APR 12 2010
WASTE T1L1ZAT10N',u'._.,,.,LAN,�vl a rA f.' . "....
Producer: COREY LUTZ - PIEDMONT JERSEYS
Location: 4399 RITCHIE,'ROAD
Telephone: [phone]
Type Operation: DAIRY - JERSEY
Number of Animals: 485 (225 MILK COWS, 30 BRED HEIFERS 450-650 LBS.
60 BRED HEIFERS PASTURE, 30 HEIFERS 200-450 LBS., 40 HEIFERS 100-200
LBS., 50 DAY OLD-100 LBS., 50 DRY COWS)
(Design Capacity
Storage Structure(s): WASTE POND
Application Method(s): IRRIGATION AND SPREADER
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.
You must have the animal waste analyzed to determine nutrient content
as close to the time of application as practical and at least within
60 days of the date of application before each application cycle.
Soil nutrients in all fields where waste will be applied must be
analyzed at least annually so that all plant nutrients can be balanced
for realistic yields of the crop to be grown. Soil test and waste
analysis records shall be kept for five (5) years. Poultry dry waste
application ---records--shal-1-be.maintained--for three (3)''.-years: Waste
application records for all other waste shall be maintained for five
(5) years.
Several factors are important in implementing your waste utilization
plan in order to maximize the fertilizer value of the waste and to
ensure that it is applied in an environmentally safe manner:
1. Always apply waste based on the needs of the crop to be
grown and the nutrient content of the waste. Do not apply
more nitrogen than the crop can utilize. Lime must be
applied to application fields as recommended by soil test to
maintain the plant uptake of nutrients.
2. Soil types are important as they have different infiltration
rates, leaching potentials, cation exchange capacities, and
available water holding*capacities.
3. Normally waste shall not be applied to land eroding at
greater than 5 tons per acre per year. With special
1

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dc" r "Y
�
��.i"s {. n-' . � �..,vw 1 .,.ii' ` �,�,' . ��� ���.k��.w�Ar.e.�+• Y ��1.:' a32�k.s�. _�. _.. 1..aM�-.+�..'f.-ri�..:i.�Y`...,
precautions, (see Required Specification No. 4) waste may be
applied to land eroding at up to 10 tons per acre per year.
4. Do not apply waste on saturated soils, when it is raining,
or when the surface is frozen. Either of these conditions
may result in runoff to surface waters which is a violation
of the North Carolina Division of Water Quality (NCDWQ)
.0200 regulations.
5. Wind conditions at the time of field application of waste
should also be considered to avoid drift and downwind odor
problems.
6. To maximize the value of nutrients fo
to reduce the potential for pollution,
applied to a growing crop. Otherwise
earlier than 30 days prior to planting
forages breaking dormancy. Injecting
incorporating the waste below the soil
nutrients and reduce odor problems.
r crop production and
the waste should be
apply waste no
a crop or prior to
or otherwise
surface will conserve
7. Zinc and copper levels in the soils in all fields where
waste is applied shall be monitored and alternative
application fields shall be used when these metals approach
excess levels.
This plan is based on waste application by IRRIGATION AND SPREADER for
this is the manner in which you have chosen to apply your waste. If
you choose to alter the method(s) of application in the future, you
need to revise this plan. Nutrient levels for various waste
application methods are not the same.
The estimated acres needed to apply the animal waste is based on
typical nutrient content for DAIRY systems in North Carolina. Actual
acreage requirements shall be based on waste analysis reports from
storage structures in your waste management system. Attached you will
find information on proper sampling techniques, preparation, and
transfer of waste samples to the lab for analysis.
Your WASTE POND is designed for 180 days of temporary storage and the
temporary storage must be removed on the average of once every
6 MONTHS. If your facility is unroofed, in no instance should the
volume of waste being stored in your structure be higher than the
maximum storage marker except in the event of a 25 year, 24 hour
storm.
Call your technical specialist after you receive the waste analysis
report for assistance in determining the amount per acre to apply and
the proper application rate prior to applying the waste.
E

� 1 � �. a '�' t + r 'v� e..'� I,E n S[ r;r� [ +'"7'r• a ;i. ,� w,qe > trY' r or a �!`; �. i"
r} . z,» a .� .a.� - � . is .. , . .ti , . s� ,x�:_�...;Fy x a. �.:?�.Xi �5,. r:. � c• aF�r.w�,���rm.a`��:,�_.a-�...•r,r..4
x% • 4 � .�. i, T�. tvv . ., :'� `9 i� �� Y�h.i yYL ? ..? a'. ..,. . � � °i - :'�..,—._. YS.`r < � is^_.. ji'�sf
The waste management system which is covered by this waste utilization
plan shall be operated only by persons which hold a valid certificate
as an operator in charge of an animal waste management system. The
North Carolina Water Quality Commission will provide training and
certification of operators.
This waste utilization plan, if carried out, meets the requirements
for compliance with ISA NCAC 2H .0217 (the .0200 rules) adopted by the
Water Quality Commission.
3

TE,;U T1 L 1
_ fl fl'. A.6 _ ! 4 8•S.IK� -1 �31 I�" i i P_i N' l}. F i
ESTIMATE OF PLANT AVAILABLE NITROGEN
FROM LIQUID AND SOLID WASTE
Amount of Waste Produced Per Year
FROM WASTE MANAGEMENT SYSTEM PLAN BY BINGHAM ON 2-9-10
LIQUID WASTE COLLECTED
THE WASTE STORAGE POND WILL BE EMPTIED WITH IRRIGATION SYSTEM.
VOLUME EACH YEAR IS AS FOLLOWS:
129,637 CU. FT.
= 35.7 AC.- IN
= 969,682 GALLONS
SOLID WASTE COLLECTED
A. Day old to 100 lb. Heifer Group
5.0 y.,oung.. heifers in hutches —and -small -sheds.
20 of the 50 are kept in small sheds with 100% manure
Collected and spread.
30 of the 50 are kept in hutches with no collection of
Manure.
= 20 heifers x 23 lbs./hd/day x 100 lb. x 365 days x 1 ton
350 lb. 2000 lbs
= .2 a"'t6n ear
B. 60 heifers - 450 lbs. to 650 lbs. 33% of manure collected
60 heifers x 23 lbs/hd/day x 550 lb. x 365 days x .33 x 1 ton
350 lb. 2000 1b.
i3_O lion/.year
4

c. 30 heifers - 200 lbs. to 450 lbs. 33% of manure collected
30 heifers x 23 lbs/hd/day x 300 lb. x 365 days x .33 x 1 ton
350 lb. 2000 lb
3.6_ „ton/year
D. 40 heifers - 100 lbs. to 200 lbs. 33% of manure collected
40 heifers x 23 lbs/hd/day x 150 lb. x 365 days x .33 x 1 ton
350 lb. 2000 lb
= 24.,ton;/year
Total solid manure to spread
24 ton + 130.__ton + 36_,ton + 24 ;:ton = 214 tons / year
5

x
WASTEr %UTILIZATI�N .PLAN
r,
4
r, sy.; :nt,Rri �t;•�r' �. >"?+" ��}�` :„;.. -
'kl apk t ti: r.cy ky,�[' in i�L��k"..y �. A,x,� -� pk11 '.: r ryx �'�a � rr+� r x?y°,��p $•. x. K$15�'� -. r4t`�r w�.t. ��i"'�., �y,� 1^9r-� r.
Fl�.nNi*d�EliWI•L'�l�'d�''�+'�13.i5. ;n�;'���. r'-�; i� f .L � r. wXl 1..� !� � �. �, �� IrY :,.C�11..- 4'S� ..3: •4 S., s'd'�. eJ
�n- t a.Yx''`�S 7�• i, '`'"- v' `::.:k"� ti�.!�� h �t1 o ���{ .+ t.�, s � tK � � �-m�C}'�.
_ .. - .. _ t � F... , � .:a-L .-.2'� .., .�,_ ..,�„-d� r 'x,+,A• �Fk vas L..._ _rs ; L•..Lnswx.ii�-.. �.....
ESTIMATE OF PLANT AVAILABLE NITROGEN
Total animal waste and waste water volume generated in
one year is approximately 214 tons and
969,682 gallons or 35.7 acre -inches.
PAN = 5.95 lbs. N/1000 gallons. 969,682/1000 = 969.68
969.68 x 5.95 = 5770
5770
lbs. PAN per year from liquid waste
+ 920 lbs. PAN per year from solid waste
= 6,690 Total lbs. PAN per year
Applying the above amount of waste as calculated above is a big job.
You should plan time and have appropriate equipment to apply the waste
in a timely manner.
Values used above are based on analysis of waste
from similar livestock operations in North Carolina
(source: USDA-NRCS FOTG Practice Standard 633-Waste
Utilization). Actual nutrient content of the waste
from this system may vary from these values. Waste
analysis should be made of the actual waste as soon
as possible after significant waste accumulates in
the storage structure(s).
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 planonly addresses nitrogen.
0

i y,t�WASTE .UT: L
"A
The irrigation application rate should not exceed the infiltration
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.
It is the responsibility of the producer and irrigation designer to
ensure that an irrigation system is installed to properly irrigate the
acres shown in tables 1 through 3. Failure to apply the recommended
rates and amounts of nitrogen shown in the tables may make this plan
invalid.
Caution must be exercised in grazing or haying forage plants under
stress condition. Nitrate poisoning may occur in livestock. Sampling
forage or hay for nitrate levels is recommended.
7

:'�'fv,.a.,".�'--s,.��
"' C
WASTE APPLICATION TABLES
The crop fields shown in the Waste Application Tables that follow are
available for waste application. It will not be necessary and may not
be desirable to apply waste to each of these fields in any given year.
The Lbs. of Nitrogen Per Acre shown in the tables are estimated annual
nitrogen (N) requirements of the crop to be grown based on the
potential productivity of the soil and assuming no double cropping.
The Recommended Lbs. of N to be Applied per acre indicates the
Nitrogen that can be reasonably applied to the crop and used by the
crop in a timely manner using animal waste alone. It will not be
practical to meet all the nutrient needs of some crops with animal
waste. Supplemental applications of commercial fertilizer may be
required during the growing season in order to meet all crop nutrient
needs. It is assumed that for certain row crops only a fraction of
the total annual nitrogen requirement can be applied using animal
waste.
The landowner shall record the actual waste application volume made on
each field on the Department of Water Quality Waste Application Record
Form.
The following legend explains the crop codes used in the field
application tables:
NITROGEN
CROP
CROP
PRODUCTtN
REQUIREM'T
CODE
UNITS
LBS./UNIT
CS
CORN - SILAGE
TONS
11.0
SG
SMALL GRAIN SILAGE
CROP
60.0
SGS
SMALL GRAIN SILAGE SPRING TOP DRESSED
CROP
60.0
SO
SORGHUM - GRAZED
TON
41.0
PCs
PASTURE, FESCUE
TON
37.5
M
MATUA - GRAZED
TON
37.5
B
BURMADA GRASS -- GRAZED
TON
37.5

UTILIZATIQN4�,,-R,,. LARkmt,.,
�Vt WASTE
The following legend explains the soil codes which represent the
specific soil types that are found in the fields which are available
for animal waste application:
SOIL
CODE
SOIL
TYPE
COMMENTS REGARDING SUITABILITY
OF SOILS FOR WASTE APPLICATION
RvA
RIVERVIEW
OCCASIONALLY FLOODED
MSB
MASADA SANDY LOAM
GnC2
GASTON SANDY CLAY LOAM
GnB2
GASTON SANDY CLAY LOAM
BnB
BUMCOMBE SAND
GaD
GASTON LOAM
ChA
CHEWACLA
FREQUENTLY FLOODED
0

Table I: WASTE APPLICATION FIELDS OWNED BY PRODUCER
WETTABLE ACRES
Recommended
Soil Realistic Lbs. N Lbs. N to
FIELD PULL Type Crop Anticipated Acresl Required to be
No. No. rnc3e rnr9P Yi el H TIR4-ah1 P pPr Ac _ Ann1 i Pd2
F. 11 A
1 north
GnC2
PCs
3.5 t/ac
3.7
131.25
486
F. 5,6
2 north
GnC2
PCs
3.5 t/ac
7.1
131.25
932
F.4,5,6
3 north
MsB
PCs
4.0 t/ac
7.3
150
1095
4 north
MsB
PCs
4.0 t/ac
6.7
150
1005
5 north
MsB
PCs
4.0 t/ac
6.3
150
945
6 north
MsB
PCs
4.0 t/ac 1
6.0
150
900
F.5,6
7 north
MsB
PCs
4.0 t/ac
5.0
150
750
F.5,6
8 north
MsB
PCs
4.0 t/ac
5.1
150
600
F.10
1 south
GnB2
PCs
4.0 t/ac
2.6
150
390
2 south
GnB2
PCs
4.0 t/ac
3.9
150
585
F. 9,10
3 south
GnB2
PCs
4.0 t/ac
4.1
150
615
F. 9
4 south
GnB2
PCs
4.0 t/ac
4.3
150
645
F. 8
5 south
GnB2
PCs
4.0 t/ac
4.4
150
660
F. 7
6 south
GnB2
PCs
4.0 t/ac
4.2
150
630
7 south
GnB2
PCs
4.0 t/ac
4.0
150
600
F. 7A
8 south
GnC2
PCs
3.5 t/ac
4.2
131.25
551

{ VA7E���PTILIZAT.10.N-..�,,--P,LAN:,-.
i.=! t z7 4 � _1 !• ts= [{
S f
F.2
9 south
ChA
CS
15.5 t/ac
3.2
170.5
546
10 north
ChA
CS
15.5 t/ac
2.0
170.5
341
10 south
ChA
CS
15.5 t/ac
2.7
170.5
460
F. 1,2
11 south
RvA
CS
15.5 t/ac
3.8
170.5
648
12 south
RvA
CS
15.5 t/ac
4.4
170.5
750
13 south
RvA
CS
15.5 t/ac
4.3
170.5
733
TOTALS THIS TABLE 99.3 14,867
1 The useable acreage represents the total acreage of the field minus
the required buffer areas which border streams or residential,
areas. Actual total acres in the fields listed may, and most
likely will be, more than the acres shown in the tables.
2 This N is from animal waste only. 1f nutrients from other sources
such as commercial fertilizer are applied, they must be accounted
for. N must be based on realistic Yield expectation.
11

�€ WASTE
!QN,
,A)IPLA N."
ZA,
• Table 1: WASTE APPLICATION FIELDS OWNED BY PRODUCER
ALTERNATIVE CROPS THAT CAN BE USED ON THESE FIELDS
Recommended
Soil Lbs. N Lbs. N to
Tract Field Type Crop Anticipated Acresl Required to be
No. No. Code Code Yield Useahle Per Ac- Annlied2
1525
5
MsB
SG
CROP
17.4
60
1044
SGS
CROP
17.4
60
1044
Cs
19 TONS/AC
17.4
209
331
M
4 TONS/AC
17.4
160
2784
SO
4 TONS/AC
17.4
180
3132
7,8,9,10
GnB2
SG
CROP
28.7
60
1722
SGS
CROP
28.7
60
1722
CS 15.5
TONS/AC
28.7
171
4908
M
4 TONS/AC.
28.7
160
4592
SO
4 TONS/AC.
28.7
180
5166
1,4
RSA
SG
CROP
14.7
60
882
SGS
CROP
14.7
60
882
M
4 TON/AC
14.7
160
2352
SO
4 TON/AC
14.7
180
2646
6,11 A
GnC2
SG
CROP
26.8
60
1608
SGS
CROP
26.8
60
1608
M
3.5 T/AC
26.8
131.25
3518

A",STE, }U T] L�IZAT;I� N;��P+LAW.7-
-o- �iF 1 2r ! s' UZy.. str J m�en—
so5�yl.� t T� J
v e°sA `.'s-�*
+.ifwa.s u,-,• S iti i vf/ ..J[ds,A- i 1L..4i� Rr�.
� ;ua �" - X7�. y CA ^• 1 "r �.s7" Y:. � rti.t `ems. r— y.cy � w- w'�x' r*t�.+� x."t� o F at #S"'°#`_
'.,. t � y
3.5 VAC 26.8 131.25 3518
CS 14 VAC 26.8 154 4127
2 RvA SG CROP 26.7 60 1602
SGS CROP 26.7 60 1602
M 3.0 VAC 26.7 113 3017
SO 3.0 VAC 26.7 113 3017
CS 15.5 VAC 26.7 170 4539
TOTALS THIS TABLE
1 The useable acreage represents the total acreage of the field minus
the required buffer areas which border streams or residential
areas. Actual total acres in the fields listed may, and most
likely will be, more than the acres shown in the tables.
2 This N is from animal waste only. If nutrients from other sources
such as commercial fertilizer are applied, they must be accounted
for. N must be based on realistic yield expectation.
13

wAS�T-E,4..,,...,�,,,,.U�T,IL.IZATiIO,N:,,RLN,,It��-,-�Cz,?.,� �tFy.f- °`.'1�
1t f - �' r '.w`. ,. { ,� '5 �, f •� r , �, L "ts'];
444tr.....1,;�ti r-} - s • +� - s 1 r � r .+,Y w.: r-'�'' f ..,x+..?�...a. .,r c r., Su..:E..
rFVf h n s.5
�v.... ti _,an. a•. t" .' u:.e, d_ ,.`,� .. .. �...,�_ a_u..•,,i1&,xxx,1�1�.i x�.x.._. 6 ?vz+M��='rr
Table .1A: WASTE APPLICATION FIELDS OWNED BY PRODUCER
Recommended
Soil Realistic Lbs. N Lbs. N to
TRACT FIELD Type Crop Anticipated Acresl Required to be
No. No. Code Code Yield Useable Per Ac. Applied2
11 GnC2 PCs 3.5 TON 3.8 131.25 499
12 GnB2 PCs 4.0 TON 7.2 150 1080
12A GnB2 PCs 4.0 TON 4.2 150 630
1213 RVA PCs 4.5 TON 5.0 169 840
13 GnB2 CS/SG 15.5 T/4 T 12.9 171 2206/1548
14 GnB2 CS/SG 15.5 T/4 T 10.4 171 1778/1248
15 GnC2 SO 3.5 TON 11.8 120 1416
16 GnB2 PCs 4.0 TON 4.0 150 600
17 GnC2 PCS 3.5 TON 19.3 '131.25 2533
18 GnB2 PCS 4.0 TON 4.5 150 675
19 GnC2 PCS 3.5 TON 4.4 131.25 578
-20-- GnB2- CS/SG .1-5.5 T/4 T. 11.5 - 171 1967/1380
21 GnB2 CS/SG 15.5 TA T 8.6 171 1470/1032
22 GnC2 CS/SG 14.0 T/3.5T 4.0 154 616/480
23 GaD PCs 3.0 TON 4.9 112.5 551
24 GnC2 PCS 3.5 TON 10.7 131.25 1404
25 GnC2 PCs 3.5 TON 25.3 131.25 3321
TOTALS THIS TABLE : 152.5 22164/5688
14

.
S E U
TI
L1ZA
T�,14N;,P�L�A
N-"-
lx
�WAT:
yy}-
1,The useable acreage represents the total acreage of the field minus
the required buffer areas which border streams or residential
areas. Actual total acres in the fields listed may, and most
likely will be, more than the acres shown in the tables.
2 This N is from animal waste only. If nutrients from other sources
such as commercial fertilizer are applied, they must be accounted
for. N must be based on realistic yield expectation.
15

STI
yy. S-1y
Tf L�;I.ZATIONI,ti Pk
,lr-_'.. 1 �. ..t AI_Si .. �..-.. � ,.��".+1p. �"� j.�f_+f �,�� r S` ,. �•']'7T
Table 3 presents a summary of all nitrogen requirements and the total
nitrogen to be applied using animal waste for all fields which are
available for waste application.
TABLE 3: SUMMARY OF WASTE APPLICATION
ACRES
USEABLE
TOTAL CROP
NITROGEN
REQUIREMENT
IN POUNDS
RECOMMENDED
LBS. N TO
BE APPLIED
USING WASTE
SUPPLEMENTAL
OR RESIDUAL
LBS. OF N
REQUIRED
FROM TABLE 1
99.3
14867
6690
8177
FROM TABLE lA
152.5
22164/5688
0
22164/5688
FROM TABLE 2
FROM TABLE 2A
FROM TABLE 2B
TOTAL ALL TABLES
251.8
37031/5688
6690
30341/5688
This summary indicates that only about 18_percent of the total annual
nitrogen requirements can be provided for the crops as listed for the
fields available using animal waste produced on this livestock
operation.
16

NARRATIVE OF OPERATION
COREY LUTZ DAIRY CONSIST OF 275 JEERSEY MILK COWS, 50 DRY COWS,
30 BRED HEIFERS AND 50 CALVES IN HUTCHES AND SHEDS THAT ARE LOCATED
AT THE DAIRY MILKING FACILITIES. THE MILK COWS, DRY COWS AND BRED
HEIFERS ARE HOUSED IN PASTURES NEAR THE MILKING BARN. 60 BRED HEIFERS
(450-650 LBS.), 30 HEIFERS (200-450 LBS.), AND 40 HEIFERS (100-200
LBS.), ARE HOUSED IN PASTURES NEAR FEED ALLEYS ACROSS THE STATE ROAD
FROM MILK BARN.
MR. LUTZ USES ROTATIONAL GRAZING ON HIS PASTURES. ROOFED FEED
STRUCTURES ARE USED TO FEED CONCENTRATES ALL YEAR ROUND AND SILAGE
DURING PERIODS WHEN GRAZING IS NOT AN OPTION.
MILKING BARN WASH WATER AND MANURE FROM FEED AREAS AND POLLUTED RUNOFF
NEAR BARN AT PARLOR IS STORED IN A WASTE STORAGE POND.
MANURE FOR MILKING HERD WILL BE STORED IN A WASTE STORAGE POND FOR
APPROXIMATELY 6 MONTHS AND WILL BE IRRIGATED. DURING THE COURSE OF ONE
YEAR, THIS FACILITY WILL STORE 969,682 GALLONS OR 35.7 AC -IN OF SLURRY WASTE.
DAILY SCRAPING OF WASTE IS REQUIRED TO MOVE THE WASTE INTO THE STORAGE
FACILITY.
214 TONS OF SOLID MANURE WILL BE COLLECTED AT OTHER PARTS OF THE FARM.
THE PAN FOR SOLID MANURE IS ESTIMATED TO BE 4.3 LBS. PAN PER TON FROM THE
NRCS STANDARDS.
PAN FOR SPREADER HAUL = 214 TON @ 4.3 LBS./TON = 920 LBS. N PLANT AVAILABLE,.
NUTRIENT'(PAN)'
IF ALL OF ONE YEARS WASTE WERE SPREAD USING A 6 TON SPREADER, IT WOULD
TAKE APPROXIMATELY 36 LOADS
(Use additional sheets as needed to describe the operation of the
system within the context of the livestock operation)
17

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'+i ! _ yk,'✓ fJ�'a.�r • _ hf _ - ' -. S t -y�• r :. x 4r
as �.� `• r.= , J- �L
.1't.. �•f� -'' �< G -1. x�`"`_.t,.^'' •'n1-''�,.,' `• y r +� r {L.-r �.�.2
�1...c.:li� � - 0. � - _� �_ .'1- ii-�".'�., ,. - It .. .. ,Y•.. .... .�.
low
b.
0

Application of Waste by Irrigation
Field No.
Tract No.
Soil Type
Crop
Application
Rate
(in.1hr.)
Application
Amount
(inches)
Application
Time
(hours)
5
MsB
PCs
0.4
0.4
70
7,8,9,10
GnB2
PCs
0.4
0.4
53
1,4
RvA
CS
0.4
0.4
34
6,1 1A
GnC2
PCs
0.4
0.4
33
2,3
ChA
CS
0.4
0.4
33
THIS TABLE IS NOT NEEDED IF WASTE IS NOT BEING APPLIED BY IRRIGATION, HOWEVER A SIMILAR TABLE WILL BE NEEDED
FOR DRY LITTER OR SLURRY.
19

20

WASTEr UTILIZYATN_PLAN
FIELD OFFICE INSTRUCTIONS
TO FIELD OFFICE PERSONNEL PREPARING THIS PLAN:
The following items and the Required Specifications must be addressed in the Waste
Utilization Plan in order for the plan to meet the minimum requirements of the .0200
rules and MRCS standards. All of these concerns may not be applicable for a given
operation. Additional concerns may have to be addressed at certain operations. These
items express the minimum requirements. Where necessary, the planner/designer is to
elaborate on these concerns or add others as applicable. Comments within these items
that are in parenthesis, are underlined, and are bold typed are for Field Office reference
only and are not to be included in the landowner's copy of the plan. This note is also
provided only for Field Office reference and is not to be included in the landowner's copy
of the plan.
1. The waste utilization plan will include all the animal waste generated on the farm.
2. Lagoons and other uncovered waste containment structures must be maintained below the
maximum operating level to provide adequate storage for a 25-year, 24-hour storm event
in addition to the one (1) foot mandatory freeboard.
21

1: , - -1WASTE UTILIZATION PLAN
Z,�,i
REQUIRED SPECIFICATIONS
1. Animal waste shall not reach surface waters of the state by runoff, drift, manmade
conveyances, direct application, or direct discharge during operation or land
application. Any discharge of waste which reaches surface water is prohibited.
Illegal discharges are subject to the assessment of civil penalties of $10,000 per day
by the Division of Water Quality for every day the discharge continues.
04
3. Animal waste shall be applied to meet, but not exceed, the Nitrogen needs for realistic
crop yields based on soil type, available moisture, historical data, climate conditions,
and level of management, unless there are regulations that restrict the rate of
application for other nutrients. Actual yields may be used in lieu of realistic yield
tables at the discretion of the planner.
4. Animal waste shall be applied to land eroding less than 5 tons per acre per year.
Animal waste may be applied to land that has a Resource Management System (RMS)
or an Alternative Conservation System (ACS). if a RMS or ACS is used the soil loss
shall be no greater than 10 tons per acre per year and appropriate filter strips will be
used where runoff leaves the field. These filter strips will be in addition to 'Buffers"
5. Odors can be reduced by injecting the waste or disking after waste application. Waste
should not be applied when the wind is blowing or any other condition exists which
may cause a danger of drift from the irrigation field.
6. When animal waste is to be applied on acres subject to flooding, it will be soil
incorporated on conventionally tilled cropland. When applied to conservation tilled
crops or grassland, the waste may be broadcast provided.the application does not
occur during a season prone to flooding. (See "Weather and Climate in North
7. Liquid waste shall be applied at rates not to exceed the soil infiltration rate such that
runoff does not occur offsite or to surface waters and in a method which does not
cause drift from the site during application. No ponding should occur in order to
control conditions conducive to odor or flies and provide uniformity of application.
8. Animal waste shall not be applied to saturated soils, during rainfall events, or when
the surface is frozen.
22

, AT-40 WASTE UTI L1,Z-:N
REQUIRED SPECIFICATIONS
9. Animal waste shall be applied on actively growing crops in such a manner that the
crop is not damaged by burning or smothering of the plant. This is an important
consideration where swine, poultry or other ammonia rich waste is being surface
applied. Surface broadcast solids or slurries may damage crops if leaf surfaces are
matted. Generally waste should be applied such that no more than 20 to 25 percent of
the leaf area is covered. This should not normally be a concern where diluted, low
nutrient waste is irrigated or surface broadcast from a liquids holding structure.
Where crops are severely damaged due to waste application, the plants cannot
assimilate the nutrients and discharge of pollutants to surface waters is likely to occur.
The potential for salt damage from animal waste should also be considered.
10. Waste nutrients shall not be applied in fall or winter for spring planted crops on soils
with a high potential for leaching. Waste nutrient loading rates on these soils should
be held to a minimum and a suitable winter cover crop planted to take up released
nutrients. On soils with a high potential for leaching, multiple application at lower
rates should be used. To maximize the value of nutrients for crop production &
reduce the potential for pollution, the waste shall not be applied more than 30 days
prior to planting of the crop on bare soil, or forages breaking dormancy. Injecting the
waste or disking will conserve nutrients.
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 surface water.
(See Standard 393 - Filter Strips and Standard 392 - Riparian Forest Buffer)
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 the4andownen
14. Waste shall be applied in a manner not to reach other property and public right-of-
ways.
15. Animal waste shall not be discharged into surface waters, drainageways or wetlands
by a discharge or by over -spraying. Animal waste may be applied to prior converted
wetlands provided they have been approved as a land application site by a "technical
specialist". Animal waste shall not be applied on grassed waterways which discharge
directly into water courses. if animal waste is to be applied on other grassed
waterways, waste shall be applied at agronomic rates and in a manner that causes no
runoff or drift from the site.
16. Domestic and industrial waste from washdown facilities, showers, toilets, sinks, etc.,
shall not be discharged into the animal waste management system.
23

WASTE. UTILIZATIONsPLAN._:_
REQUIRED SPECIFICATIONS
17. A protective cover of appropriate vegetation will be established on all disturbed areas
(lagoon/holding pond embankments, berms, pipe runs, etc.). If needed, special
vegetation shall be provided for these areas and shall be fenced, as necessary, to
protect the vegetation. Vegetation such as trees, shrubs, and other woody species,
etc. are limited to areas where considered appropriate. Lagoon/holding pond areas
should be kept mowed and accessible. Lagoon/holding pond berms and structures
should be inspected regularly for evidence of erosion, leakage, or discharge.
18. If animal production at the facility is to be suspended or terminated, the owner is
responsible for obtaining and implementing an "approved closure plan" which will
eliminate the possibility of an illegal discharge, pollution and erosion.
19. Waste handling structures, piping, pumps, reels, etc., should be inspected on a regular
basis to prevent breakdowns, leaks, and spills. A regular maintenance checklist
should be kept on site.
20. Animal waste can be used in a rotation that includes vegetables and other crops for
direct human consumption. However, if animal waste is used on crops for direct
human consumption it should only be applied preplant with no further applications of
animal waste during the crop season.
21. Highly visible permanent markers shall be installed to mark the top and bottom
elevations of the temporary storage (pumping volume) of all waste treatment lagoons.
Pumping shall be managed to maintain the liquid level between the markers. A
marker will be required to mark the maximum storage volume for waste storage
ponds.
22. Waste shall be tested within 60 days of utilization and soil shall be tested at least
annually at crop sites where waste products are applied. Nitrogen shall be the rate -
determining element. Zinc and copper levels in the soils shall be monitored and
alternative crop sites shall be used when these metals approach excessive levels. Soil
pH shall be adjusted -for -optimum crop' production and maintained.--, Soil -and -waste
analysis records shall be kept for five (5) years. Poultry dry waste application records
shall be maintained for three (3) years. Waste application records for all other waste
shall be maintained for five (5) years.
23. Dead animals will be disposed of in a manner that meets NC regulations. North
Carolina General Statute 106403 requires that dead animals be disposed of within 24
hours in a manner approved by the state veterinarian.
24

r
WASTE UTILIZATION PLAN AGREEMENT
Name of Farm: PIEDMONT JERSEYS
Owner/Manager Agreement
I (we) understand and will follow and implement the specifications
and the operation and maintenance procedures established in the
approved animal waste utilization plan for the farm named above. I
(we) know that any expansion to,the existing design capacity of the
waste treatment and storage system or construction of new
facilities will require a new certification to be submitted to the
North Carolina Division of Water Quality (NCDWQ) before the new
animals are stocked. I (we) also understand that there must be no
discharge of animal waste from this system to surface waters of the
state from a storm event less severe than the 25-year, 24-hour
storm. The approved plan will be filed on -site at the farm office
and at the office of the local Soil and Water Conservation District
and will be available for review by NCDWQ upon request.
I (we) understand that I (we) must own or have access to irrigation
or other equipment, to land apply the animal waste described in
this Waste Utilization Plan. The equipment must be available at
the appropriate time such that no discharge occurs from the lagoon,
holding pond, tank, or other unroofed storage structure in a 25
year, 24 hour storm event. I (we) also certify that the waste will
be applied on the land according to this plan at the appropriate
times and at rates that no run-off occurs.
Name of Facility Owner: COREY LUTZ_
(Please print)
Signature: Date: -
Name of Manager(If different from owner):
Signature:
Date:
Name of Technical Specialist: (phase print) RICK H. MC SWAIN
Affiliation: LINCOLN SOIL AND WATER CONSERVATION DISTRICT
Address (Agency): 115 WEST MAIN STREET, LINCOLNTON N.C. 28092
Signature: -�r, s
Date: -- O
25

h � y
I ,
�. Si.-...-»w.a.«:.. ...7 _ '.:�.. w .�r.�,:.:.:,5 ..�,.rf.. - .-m_.,.mt.:a�!rpiv: y.: �•;.
ANIMAL WASTE UTILIZATION AGREEMENT
(Hooded oaly It adddt.ional lwd has to be loasod, &to.)
, hereby give
permission to apply animal waste from his/her Waste Utilization
System on acres of my land for the duration of time shown
below. The field(s) on which waste can be applied are shown on the
attached map.
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 commercial fertilizer.
Adjacent Landowner:
Waste Producer:
Date:
Date:
Term of Agreement: ,19 to 20
Mnlnum of Ten Years on Coat Shared items)
(see Required Specification No. a.)
NOTARY
26

United States Department of Agriculture
RCS
RECEIVED / DENR / DWq
OI n IV Aquifer Protection Section
Natural Resources Conservation Service APR 12 2010
121 Laurel Drive
Rutherfordton, NC 28139
DATE: February 9, 2010
SUBJECT: Corey Lutz Dairy
Waste Management System
FILE CODE: 210
TO: Rick McSwain, Natural Resource Conservationist
Lincolnton, NC
The revised waste management plan for the Corey Lutz Dairy is enclosed.
Please review with Mr. Lutz. I will make any changes needed to improve the plan and/or correct
cattle numbers. The waste irrigation plan is in the appendix (i.e. original and revised plan). I
assume these are the last revisions made to the irrigation plan.
The maker in pond is OK. The maximum pump out mark did not change. I changed the storage
period from one year to six months to handle the extra waste volume.
Let me know if you have any questions.
r
Samuel C. Bingham
Civil Engineer
Enclosures
The Natural Resources Conservation Service provides leadership in a partnership effort to help people
Conserve, maintain, and improve our natural resources and environment.
An Equal Opportunity Provider and Employer

225 Jersey Milk Caws Ste rage Pond
On lot 50% time 1
J35 Dry Cows
OOPon
�
an Lot 25% of
Pp
d Area
Ca tche
Tw
Silo runoff through
1500 ft Pastur
L15 Close Up Dry Cows
30 Bre Heifers on Lot 257 of time
on lot 2 /. of tin
Feed Alley
Heifers, 200-350 lbs
on Lot 25% time-\
Feed Alley /
,4W Bred S. Open Heifers, o'eT 650 lbs
GO on lot 25% tin Hay/Fee
4:so
Good Sod
3 0 Malntained
in this
Paddock
eed Alley Runof
0'+ through asture
an land F Old
150 0 150 300 450
SCQte 1' - 150'
L �
Cac� —2ov
x12' Feed
Corey Lutz Dairy
Lincoln County, North Carolina
System View
Waste Management S stem
U.S. DEPARTMENT OF AGRICULTURE -
NATURAL RESOURCES CONSERVATION SERVICE
a„e SCB
SCB 2-MO w
ri
s y IUCIC

COREY LUTZ
WASTE MANAGEMENT SYSTEM
LINCOLN COUNTY, NORTH CAROLINA
LOCATION: LOCATED on SR 1271 approximately
1.3 miles Southwest of SR 1005
LATITUDE - 0350 32" 50.64" N
LONGITUDE - 081017" 12.88" W
JOB CLASS: IV
DAIRY SIZE: Maximum Number Cattle in Waste Management System
225 - Jersey Milk Cows @ Dairy
50 - Jersey Dry Cows @ Dairy
30 - Bred Heifers, 450-650 lb @ Dairy
60 - Bred heifers across SR, Feed Lane @ Pasture
30 - Heifers, 200-450 lb, across SR, "
40 - Heifers, 100-200 lb, across SR, "
50 - day old-100 lb, hutches and sheds @ Dairy
PLANNED BY: Rick McSwain, Natural Resource Conservationist
Elton Barber, District Conservationist
Mac Edgerton, Civil Engineer Technician
Samuel C. Bingham., Civil Engineer
APPROVED BY:
DATE:
This modifies the plan prepared for Mr. Cory Lutz on October 10, 1996.

INDEX
I. Waste Production
II. Waste Management Objective
A. Waste Storage Pond for Polluted Runoff, Milking
Parlor Wash Water and Manure
B. Clean Water Exclusion
C. Livestock Exclusion and Filter Areas
D. Waste Utilization
E. Operation and Maintenance Plan
F. Emergency Action Plan
III. Waste Storage Pond for Polluted Runoff, Milking.
Parlor Wash Water and Manure
A. Design Volumes
1.
Normal Runoff for 180 day period
2.
Rainfall minus evaporation on pond surface
3.
25 yr - 24 hr runoff
4.
25 yr - 24 hr rainfall on pond surface
5.
Freeboard + Emergency Spillway Stage
6.
Solids Accumulation
7.
Milking Parlor Wash Water
8.
Volume of Waste
B. Summary of Design Volumes
C. Sizing Waste Storage Pond
D.. Pump
Out Elevation and ESW Elevation
IV. Clean Water Exclusion
A. Diversions
B. Guttering
V. Stock Trails and Other -Feed Areas
A.
Day old to 100 lb
Heifer Group
B.
60 Heifers across
SR,
450-650 lb
C.
30 Heifers across
SR,
200-400 lb
D.
40 Heifers across
SR,
100-200 lb
E.
Milk Herd Lounging
Area
F.
Total Solid Manure
to
Spread
VI. Nutrient Production
A. Management Facts (Slurry & Solid Manure)
B. Management Facts (polluted water)
C. Nutrient Computations
VII. Operation and Maintenance Plan

Appendix
Location Map
Corey Lutz Dairy, Irrigation Wettable Acres, Oct.. 19, 1999
Corey Lutz Dairy, Irrigation Expansion, May, 24, 2000
Hazard Classification Data Sheet for Dam
Drawings
System View 1 of 3
System Plan View 2 of 3
Waste Storage Pond Plan View 3 of 3

WASTE MANAGEMENT SYSTEM
I. Waste Production
275 Jersey milk cows, 50 dry cows, 30 Bred heifers and
50 calves in hutches and sheds are located at the dairy
milking facilities. The milk cows, dry cows and bred
heifers are housed pastures near the milk parlor. 60 bred
heifers (450-650), 30 heifers (200-450), and 40 heifers
(100-200) are housed in pasture near feed alleys across the
State Road from milk parlor.
Mr. Lutz plans to pasture.cattle using a rotational
grazing system. The roofed feed structure is used to feed
concentrates all year round and silage during periods when
grazing is not an option. The barn was planned for
freestall addition if it becomes necessary at a later date.
Milking parlor wash water, manure from feed area and
polluted runoff near barn at parlor is stored in a waste
storage pond.
The runoff from feed alleys located across State Road
flows through 1500' plus of pasture and cropland fields.
Manure solids in feed alleys are removed weekly. Clean
water is diverted around the feed areas to minimize polluted
runoff leaving site.
Mr. Lutz has 2 trench silos located behind the milk
parlor. Runoff flows into pasture area to filter out
pollutants. Water flows greater than 1500' before it
reaches a stream.

II. Waste Management Objective
The system economically as possible handles all the
problems described above in a manner that does not degrade
air, soil cr water resources. The system will prevent
discharge of pollutants to surface and ground water by
recycling waste through soil and plants.
The fallowing components are required in the waste
system.
A. Waste Storage Pond for Polluted Runoff, Milking Parlor
Wash Water, and Manure
All surface runoff from unroofed concrete areas,
milking parlor wash water and manure is stored in a waste
storage pond.
The Waste storage pond is located over 100 feet from
the nearest well. The waste storage pond is located no
closer than 350 feet from any residence other than the owner
or his tenants.
An irrigation system will be used to empty pond.
B. Clean Water Exclusion
Clean water will be excluded from the feed areas and
waste storage pond to the fullest extent possible.
Diversions, piping and guttering will be used where
practical.
C. Livestock Exclusion and Filter Areas
Filter areas are planned below all feed areas. These
filter areas will infiltrate part of the first flush and
filter sediment and organic particles. Cattle are fenced
out of all streams. Stock trails are used extensively in
the rotational grazing system. Trails are located near the
ridges as much as possible and also serve as a sacrifice
areas in bad weather.
D. Waste Utilization
Sufficient land shall be available to properly spread
waste at locations, times, volumes, and rates that maintains
air, soil and water resources. Waste applications are based
on soil and waste analysis. A waste 'utilization plan will
be prepared.

E. Operation and Maintenance Plan
The owner shall be responsible for operating and
maintaining the system. An operation and maintenance plan
is attached.
F. Emergency Action Plan
An emergency action plan is also attached for the waste
storage pond.
III. Waste Storage Pond for Polluted Runoff, Milking
Parlor Wash Water and Manure
A. Design Volumes
1. Normal Runoff for 180 day period
Drainage area surfaced lot. Use average runoff values
in Ag. Waste Management Field Manual. Pipes or concrete
channels shall carry 25 yr - 24 hr runoff to Waste Storage
Pond.
Drainage Area = 5,000 sq ft Surface = 3,000 sq ft
Unsurface = 2,000 sq ft
SURFACE
UNSURFACE
NORMAL
RUNOFF
RUNOFF
MONTH
RAINFALL
%
DEPTH
%
DEPTH
NORMAL EVAP.
JAN.
3.67
52
1.91
20
0.73
1.7
FEB.
3.94
57
2.25
25
0.99
1.6
MAR.
4.64
57
2.64
24
1.11
3.1
APR.
3.44
58
2.00
25
0.86
3.8
MAY
4.29
58
2.49
23
0.99
3.9
JUN.
3.96
60
2.38
27
1.07
4.4
JUL.
4.08
60
2.45
26
1.06
4.3
AUG.
4.24
61
2.59
31
1.31
3.9
SEP.
3.76
66
2.48
32
1.20
3.2
OCT.
3.71
62
2.30
30
1.11
2.4
NOV.
3.22
57
1.84
26
0.64
1.7
DEC.
3.74
57
2.13
24
0.90
1.7
6 month data for Oct -March:
Surface Runoff Depth = 13.07"
Unsurface Runoff Depth = 5.68"
Surface Runoff= 13.07" * 3,000 sq ft = 3,267 cu ft
12 in ft
Unsurface Runoff = 5.68" * 2,000 s,q ft = 947 cu ft
12 in ft

2. Rainfall minus evaporation on pond surface
22.92 - 12.2 - 10.7" = 0.9 ft/6 months
3. 25 yr - 24 hr runoff
CN = 95
Rainfall = 5.5"
Runoff 4.91"
25yr-24hr runoff= 4.91" * 5,000 sq ft = 2,046 cu ft
12"/ft
4. 25 yr - 24 hr rainfall on pond surface
Rainfall = '5.5" = .5 ft
5. Freeboard + Emergency spillway stage = 1.5 ft
6. Solids Accumulation
The volume needed for solids accumulation depends on
the following variables:
a. Manure solids in runoff water from feedlot and
freestall area (ie cleanness of feedlot and freestall area).
b. Number of years of storage wanted for solids.
A volume of 20,000 cu ft will be provided for solids
accumulation. This should provide a few years of storage
for sand, etc. that cows drag into barn.
Note: The 90'x90' pond, 2.2 foot deep, is approximately
20,000 cu ft.
7. Milking Parlor Wash Water
i. Pipeline and milker wash water 240 gal/day
ii. Tank wash water 50 gal/day
iii. Milk house floor wash water 300 gal/day
iv. Cow wash water 50 gal/day
640 gal/day
Volume = 640 gal/day*1 cu ft/7.48 gal* 180 days
15,401 cu ft

B. Volume of Waste
225 Jersey milk cows are in the parlor and feedlot area
30 to 400 of the time. 50% of the manure produced will be
collected in the waste storage pond.
Volume =225 cows * 9.0 gal/day * 180 days*1 cu ft * 50%
7.48 gal/cu ft
24,365 cu ft
50 Jersey dry cows are in the parlor and feedlot area
250 of the time. 25% of the manure produced will be
collected in the waste storage pond.
Volume =50 cows * 9.0 gal/day * 180 days*1 cu ft * 25%
7.48 gal/cu ft
2,707 cu ft
30 Jersey bred heifers are in the parlor and feedlot
area 25% of the time. 25% of the manure produced will be
collected in the waste storage pond.
Volume =30 heifers * 6.0gal/day * 180 days*l cu ft * 25%
7.48 gal cu ft
1,083 cu ft
Total - 24,365 cu ft + 2,707 + 1,083 = 28,155 cu ft
B. Summary of Design Volumes
1.
Surface Runoff
3,267
cu
ft
2.
Unsurface Runoff
947
cu
ft
3.
25 year.- 24 hour runoff
2,046
cu
ft
4.
Solids accumulation
20,000
cu
ft
5.
Milking Parlor Wash Water
15,401
cu
ft
6.
Manure Volume
28,_155
cu
ft
TOTAL
'69, $16 cu f-
7.
Rainfall minus evaporation on
pond surface
0.9
ft
8.
25 yr- 24 hr rainfall on pond
surface
0.5
ft
9.
Freeboard + Emergency Spillway
Stage
1.5
ft
TOTAL
2.9
ft

C. Sizing Waste Storage Pond
134' x 134'
\ 2. 9'
2:1 \ 18.11 / 2:1
90' x 90,
Volume = 8.1/6[90 * 90 + 122.4 * 122.4 + 4(106.2 *106.2)]
92,064 cu ft
Normal Pump Out Volume each Year
3,267 + 947 + 15,401 + 28,155 + .9' X 134' X 134'
=3, 930 cu t a
129,637 cu ft/year
='35.7 ac-in
= 969,682 gallons/year
Maximum Storage Level from Top of Dam
1.5' + .5' + 2,046 cu ft/(126' X 126')
2.1 ft
D. Pump out elevation and ESW elevation
The waste storage pond for runoff should be irrigated
before the water level reaches the 25 yr - 24 hr storage
volume. This elevation is 2.1 ft below the top of dam. The
emergency spillway elevation is planned 1.5 foot below the
top of dam.
This waste storage pond will store 6 months of runoff,
manure and milking parlor wash water. Each year an average
of 969,682 gallons or 35.7 ac-in will be stored.

IV. Clean Water Exclusion
A. Diversions
Clean water diversions will be constructed around waste
storage pond. The District Conservationist will design all
diversions. Diversions shall be designed to carry the 25
year - 24 hour runoff plus capacity to store some sediment.
B. Guttering
Clean water shall be excluded to the fullest extent
possible by guttering. This applies mostly to any new
construction since guttering will be difficult to install
and maintain on existing buildings.
V. Stock Trails and Other Feed areas
All stock trails consist of 8" of compacted ABC stone
over a specified type of filter cloth. All stock trails
will be fenced. Runoff from these areas and lounging areas
will be directed across well maintained grass sods. Stock
Trails and lounging areas will be located to provide the
maximum grass filter possible. Swells or diversions shall
be constructed and maintained along fence lines to kick
water into filters at frequent intervals.
A. Day old ,to 100 lb Heifer Group
50 young heifers will be kept in hutches and small sheds near the
milking herd. 20 of the heifers are housed in sheds. 100% of the
manure is collected and spread.
Volume 'kl
of manure = 20 calves*23 lb/hd/day* 100 lb *365 days * 1 ton
350 lb 2000 lbs
24 ton/year
B. 60 Heifers across SR, 450-650 lb
60 heifers, 450-6501bs, are located at feed alley in a pasture
across the state road. Hay will be fed in rings on ridges when
pasture is not available. Approximately 33% of the manure will be
collected in feed alley and around hay rings. Manure will be
collected and spread with conventional manure spreader.
Volume of Manure
= 60 heifers * 23 lbs/hd/day* 550 lb * 365 days*.33 * 1 ton
350 lb 2000 lbs
= 130 ton/year

C. 30 Heifers across SR, 200-450 lb
30 heifers, 200-450lbs, are located at feed alley in a pasture
across the state road. Hay will be fed in rings on ridges when
pasture is not available. Approximately 330 of the manure will be
collected in feed alley and around hay rings. Manure will be
collected and spread with conventional manure spreader.
Volume of Manure
30 heifers * 23 lbs/hd/day* 300 lb * 365 days*.33 * 1 ton
350 lb 2000 lbs
36 ton/year
D. 40 Heifers across SR, 100-200 lb
40 heifers, 100-200 lbs, are located in a pasture across the
state road. Hay will be fed in rings on ridges when pasture is not
available. Approximately 33% of the manure will be collected around
hay rings. Manure will be collected and spread with conventional
manure spreader.
Volume of Manure
40 heifers * 23 lbs/hd/day* 150 lb * 365 days*.33 * 1 ton
350 lb 2000 lbs
24 ton/year
E. Milk Herd Lounging Area
The milking herd will use the stock trail as a lounging
area during wet periods when pasture is not available.
Also, one pasture with a sandy soil texture will be used for
sacrifice pasture during extreme wet periods. The stock
trails are located near ridge across the pasture. Runoff
from stock trail will flow across well maintained pasture
sod.
E. Total Solid Manure to Spread
24 tons + 130 ton + 36 ton + 24 ton = 214 ton/year

VI. Nutrient Production
A. ' Management Facts (slurry and solid manure)
Manure for milking herd will be stored in a waste
storage pond for approximately 6 months and will be
irrigated.
During the course of one year, this facility will store
969,682 gallons or 35.7 ac-in of slurry waste. Daily
scraping of waste is required to move the waste into the
storage facility.
214 ton of solid manure will be collected at other
parts of the farm. -
The PAN for this,manure is estimated to be 4.3 lbs PAN
per ton from the NRCS standards.
PAN for spreader haul= 214 ton @ 4.3 lbs/ton = 920 lbs N
Plant Available Nutrient (PAN)
If all of one years waste were spread using a 6 ton
spreader, it would take approximately 36 loads.
Ground conditions must be evaluated prior to spreading.
Irreversible compaction problems and damage to underground
drainage systems may result from the excessive weight of a
loaded spreader. Caution should be exercised to insure that
waste does not run or wash off from the land.
B. Management Facts (polluted water)
Runoff from stock trails and sacrifice areas will
be diverted through grass areas. Grass sods will be
maintained all year round. These areas may be controlled
grazed when ground is dry. Weeds may require chemical
control or periodic bush hogging.

C. Nutrient computations
Manure application shall be based on actual soil test
and manure analysis. Example computations are shown below.
a. Slurry Pond for Milk Herd
TOTAL NUTRIENTS DISPOSAL LOSSES AVAILABLE NUTRIENT
(Nutrient Availability)
N 14,425 lbs 0.40 5,770 lbs
P2O5 9,073 lbs 0.70 6,351 lbs
K2O 13,844 lbs 0.70 9,691 lbs
b. Other Manure around the Farm
TOTAL NUTRIENTS
N 2,140 lbs
P2O5 1,345 lbs
K2O 1,865 lbs
DISPOSAL LOSSES AVAILABLE NUTRIENT
(Nutrient Availability)
0.43 920 lbs
0.70 942 lbs
0.70 1,305 lbs
C. Total Available Nutrients (a and b above)
PAN 6,690 lbs
P2O5 7,293 lbs
K2O 10,996 lbs
VII. Operation and Maintenance Plan
The waste management system will keep pollutants out of
the streams and rivers if the 25 yr -24 hr storage capacity
is maintained in the waste storage pond and diversions for
clean water and polluted runoff are maintained around the
system.
Before the waste storage pond manure level reaches a
point 2.1 ft. below the top of the dam, the storage pond
shall be emptied. A post shall be set with its top at this
elevation.
Vegetation around the waste storage pond shall be mowed
annually and eroded areas patched. Fencing shall be checked
and repaired as required.
See other sections of the plan for maintenance of stock
trails and grass filter areas.

LIN -- ,
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1 ,
_ � ,� .i 11 I�I\1 1`+ � I _ �� � 4�t�' map I�• .',} '''i
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u _. f"y ' � i .,l},u � ' •1` •� -" � `' 1
7° W
Name: REEPSVILLE Location: 035" 32' 09.12" N 081 ° 16' 43.18" W
Date: 2/4/2010 Caption: Cory Lutz Dairy
Scale: 1 inch equals 2000 feet Location Map
Lincoln County, North Carolina

United States Natural Resources 121 Laurel Drive
Department of Conservation Rutherfordton, NC 28139
Agriculture Service
October 19, 1999
Subject: Corey Lutz Diary, Irrigation Wettable Acres
Lincoln County, NC
To: Rick McSwain, Natural Resources Conservationist
Lincolnton, NC
A wettable acre determination was made for the Corey Lutz farm. See
drawing and computations attached.
I also modified computations for other manure collected on the farm.
This volume of manure is at best a guess. I estimated tons collected
around the farm since test results for PAN will probably be in lbs PAN
per ton units. The total amount of PAN collected for other manure did
not change from the original estimate. The revised sections V and VI
should be filed in the 10/10/96 waste management system plan.
I also provided sheets to insert in your waste utilization plan for
solid and slurry waste.
If you have any questions, please call.
� L
Samuel C. Bingham
Civil Engineer
Enclosure: Wettable Acres Determinations
cc: Elton Barber, DC

TV. Clean Water Exclusion
A. Diversions
Clean water diversions will be constructed around waste
storage pond. The District Conservationist will design all
diversions. Diversions shall be designed to carry the 25
year - 24 hour runoff plus capacity to store some sediment.
B. Guttering
Clean water shall be excluded to the fullest extent
possible by guttering. This applies mostly to any new
construction since guttering will be difficult to install
and maintain on existing buildings.
V. Lounging Areas, Stock Trails and Filter areas
All stock trails consist of 81, of compacted ABC stone
over a specified type of filter cloth. All stock trails
will be fenced. Runoff from these areas and lounging areas
will be directed across well maintained grass sods. Stock
Trails and lounging areas will be located to provide the
maximum grass filter possible. Swells or diversions shall
be constructed and maintained along fence lines to kick
water into filters at frequent intervals.
A. Day old to 200 lb Heifer Group
40 young heifers will be kept in hutches and small lots near the
milking herd. Approximately 75k of the .manure is collected and
spread.
Volume
of manure=40 calves*23 lb/hd/day*
= 54 ton
B. Dry Cow Group
150 lb *365 days*.75 * 1 ton
350 lb 2000 lbs
50 dry cows are located on a pasture on the farm. Hay will be
fed in rings on ridges when pasture is not available. Approximately
33k'of the manure will be collected around hay rings. Manure will be
collected and spread with conventional manure spreader.
Volume of Manure
=50 cows * 67 lbs/hd/day * 365 days*.33 * 1 ton = 202 tons
2000 lbs

C. Milk Herd Lounging Area
The milking herd will use the stock trail as a lounging
area during wet periods when pasture is not available. The
stock trail will be located on a ridge across the pasture.
Runoff from stock trail will flow -across well maintained
pasture sod.
VI. Waste Utilization Plan
A. Management Facts (liquid manure)
Manure for milking herd will be stored in a waste
storage pond for approximately 1 year and will be irrigated.
During the course of one year, this facility will store
698,393 gallons or 25.7 ac-in of slurry waste. Daily
scraping of waste is required to move the waste into the
storage facility.
If all of one years waste were spread using a 3000 gal.
spreader, it would take approximately 233 loads. If manure
is spread by irrigation using a pump rate of 300 gal per
min, it would take approximately 40 hours to spread one
years accumulation of manure.
The following amounts of manure will be collected at other
parts of the farm:
1. Day old to 200 lb Heifers 54 ton
2. Dry Cows 202 ton
Total 256 ton
The PAN for this manure is estimated to be 4.3 lbs PAN per
ton from the MRCS standards.
PAN for spreader haul= 256 ton @ 4.3 lbs/ton = 1,101 lbs PAN
If all of one years waste were spread using a 6 ton
spreader, it would take approximately 43 loads. Assuming 1
load per hour, it will take 43 hours to spread this manure.
Ground conditions must be evaluated prior to spreading.
Irreversible compaction problems and damage to underground
drainage systems may result from the excessive weight of a
loaded spreader. Caution should be exercised to insure that
waste does not run or wash off from the land.
B. Management Facts (polluted water)
Runoff stock trails and lounging areas will be
diverted through grass filter areas. Grass sods will be
maintained all year round. These areas may be controlled
grazed when ground is dry. Weeds may require chemical
control or periodic bush hogging.

ESTIMATE OF PLANT AVAILABLE NITROGEN
FROM SOLID WASTE
.Amount of Waste Produced Per Year
From Waste Management System Plan by Bingham on 10/10/96
Other manure around calf hutches and hay rings will be hauled and spread.
This volume is estimated in the waste management system plan.
Normal estimated haul Volume
Day Old to 200 lb Heifers - 54 ton
Dry Cows - 202 ton
TOTAL' - 256 ton
The PAN for this manure is estimated to be 4.3 lbs per ton from MRCS
standards.
PAN for Spreader Haul = 256 ton @ 4.3 lbs PAN/ton = 1,101. lbs PAN
2

ESTIMATE OF PLANT AVAILABLE NITROGEN
FROM LIQUID WASTE
Amount of Waste Produced Per Year
From Waste Management System Plan by Bingham on 10/10/96
The waste storage pond will be emptied with irrigation System.
Normal Pump Out Volume each Year
93,366 cu ft
= 25.7 ac-in
= 698,000 gal
For 50%- collection of waste for 200 Jersey Milk Cows the PAN was estimated to.
be-4,556 lbs. The average weight of a Jersey Milk Cow is 900 lbs.
Estimated concentration in Waste Pond is estmated to be:
4556 lbs PAN/698,000 gallons = 6.5 lbs PAN/1000 gallons
= 177 lbs PAN/ac-in
1

Total animal waste and waste water volume generated in
one year is approximately 256 tons and
gallons or 25.7 acre -inches.
lbs. PAN per year from liquid waste
+ _ 1, 101 lbs. PAN per year from solid waste
-- 5,_657 Total lbs. PAN per year
Applying the above amount of waste as calculated above is a big job.
You should plan time and have appropriate equipment to apply the waste
in a timely manner.
values used above are based on analysis of waste
from similar livestock operations in North Carolina
(source: USDA-NRCS FOTG Practice Standard 633-Waste
utilization). Actual nutrient content of the waste
from this system may vary from these values. Waste
analysis should be made of the actual waste as soon
as possible after significant waste accumulates in
the storage structure(s).
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.
3

r
f er a
CAWMP WewWc Acre Traveling f2d�a sbee� 2/20*9
G,," L-ai-� Da Y'
Hard Hose Traveling Gun System
FIELD DATA SHEET*
1. , Make and model number Tz5a
2. Hose length S0 [&et] and hose inside diameter (ID) j Z5finch]
3. Gun make and model number V-dso., /sU _
4. Gun nozzle size 1, Q [inch], ring orifice, taper bore orifice.
5. Gun arc angle 7 70 [degrees]
6. Travel lane spacing yy— [feet]. Indicate whether ✓ uniform, random.
Number of exterior hydrants Nu of interior hydrants
-erg/ f�,.e pf- m ► s..n. �� Yruar.0 5. W b
7. Gun etted diameter zg � [feet]. measured, �is� �n sun chart.
8. Gun pressure _ ��{j fpsil observed at working gauge, ter -
determined from gun charts, _�� �� `i cuYavo )`" 60.
**9. Operating pressure at hose reel [psi]. observed -.at working gauge,
provided by owner.
* * 10. Supply line size. [inch] (from pump to last hydrant).
* * 11. Supply line length feet (ma)drwm pumping distance),
** 12. Supply lime type PVC,. aluminum.
** 13.Pump make and model number
* * 14. Pump Capacity, Iftam].
* * 15. Engine make and model number
or
* * 16. Electric motor horsepower and rpm ihp] frpm]
Note: It is strongly recommended that o_ perating pressure at the reel and gun wetted
diameter be field determined.
* Locate each hydrant on a copy of the map. Indicate the start and stop of the sprinkler can
for each travel Iane and show distance traveled. Show the location of the supply line.
Irrigated acres will be determined by travel lane Nofe** Optional data, furnish where possible. Pf-a, Q
V, b wry R�
***Information famished by �o� NsJ� Tr.
and/or
Sipahat of Owner or Facility Representative ignatum of Twimi pecialist
yaw►LAX 1 U%. �.
Printed Name of Owner or Facility Representative Printed name of Technical
Date Date n
*** Only the person or persons collecting the data sho d sign the data sheet.

CAWMP Weluble Acm T-vchng Gun
_C=wUU9-W WwkAeK 2.20-99
un
Hard Hose Traveling Gun System � eb h
6�Uv`b
: COMPUTATIONAL WORKSHEET
1. Farm Number (Identification) %SZS Field Number (Identification)
2. Irrigation System Designation Existing Irrigation System New/ Expanded Irrigation System
3. Number of Travel Lanes erior Lanes # Exterior Lanes _[feet] Length of pull(L 1)
5� # 'or Lanes #Exterior Lanes [feet) Length afpull(L2)
# ZenXLanes # Exterior Lanes feet] Length of pull(L3)
4. Wetted Diameter 7R Z [feet] From field data sheet qa'6 t5we
o (3��
5. Spacing O Hydrant Spacing [feet] B Z [as percent of wetted diameter]
6. Hydrant Layout Multiple Hydrants Single Hydrant Excessively spaced Hydrants
7. Read the irrigated area per travel pull for the given wetted diameter from the appropriate table and column
based on pattern, spaci and travel lane loc7Exterior(Lsih-Alydrant)
Travel Lane Length - Interior or
Q 7.1 (a) Acres start end of pull from Table Ea g4) Column►
(b) Acres middle portion of pull (Ll) 204- IYV
[Pull Length! 90 [feet] X Wetted Width Zko [feet]) / 43,560
--- (c) Acres stop end of pull from Table Column
3,75 Total acres for Travel Lane Length (LI) (Sum: a + b + c)
Travel Lane Length Interior or. ✓ Exterior.(Lane/Hydrant)
�yz , r0,7 (a) Acres start end of pull from Table f-P -8 D . Column
I
lx� � (b) Acres middle portion of pull (L0 U"A ,'0e
"Length L& [feet] X Wetted Width 7* [Z �143,560r
(c) Acres stop end of pull from Table Column
7, I Total acres for Travel Lane,Length (L2) (Sam: a + b + c)
Travel Lane Length (13) t/ Interior or Exterior (Lane/Hydrant)
(pq (a) Acres start end of pull from Table - Column
1� _ (b) Acres middle portion of pull (L1)
Pull Len feet X Wettedwidth feet])/ 43,560
--� (c) Acres stop end ofpull from Table Column
2-Total acres for Travel Lane Length (U) (Sum: a + b + c)
the tabulated irrigated acreage value per travel pull by the number of pulls of each category in the
field. Sum7(a)Acres
e and this is the total irn ed acr 7the field.
l aier Travel L X es - Acres
P gth {I- )s per Travel Lane Len # Lanes - Acres
(c) Acres per Trav a Length (L3) X s Acres
T WW Wettable Acres for field (Sum: Sa + Sc)
Wettable Acre Computational Worksheet Completed by: Date:

CAWMP WcUMe Avg Traveling Crum CaaptiAaliogal Wmksliect 2-20-99
Hard Hose Traveling Gun System
COMPUTATIONAL WORKSHEET
�
1. Farm Number (Identification) �'ee Field Number (Identification)
2. Irrigation System Designation Existing Irrigation System New/ Expanded Irrigation System
3. Number of Travel Lanes # Interior Lanes # Exterior Lanes _ [feet] Length of puu(LI)
# Interior Lanes # Exterior Lanes _[feet] Length ofpull(L2)
# Interior Lanes # Exterior Lanes Ifeet] Length of pull")
4. Wetted Diameter [feet] From field data sheet
5. Spacing Hydrant Spacing [feet] [as percent of wetted diameter]
6. Hydrant Layout Multiple Hydrants Single Hydrant Excessively spaced Hydrants
7. Read the irrigated area per travel pull for the given wetted diameter from the appropriate table and column
based on pattern, spacing, and travel lane location.
Travel Lane Length gl) ✓Interior or Exterior (Lane/Hydrant)
(a) Acres start end of pull from Table EX 6b Column 8 '
1 (b) Acres middle portion of pull (L1)
{Pull Length 1D90 [feet] X Wetted Width Z 9 p [&et]) / 43,560
(c) Acres stop end of pull from Table Column
L Total acres for Travel Lase Length (LI) (Sum: a + b + c)
=) Travel Lane Length (L2) i/ Interior or. Exterior (LaneJHydrant) .
tj 115110 „ (a) Acres start end of pull from Table ET l� Column
Z(b) Acres middle portion of pull (LI)
P Pull L jo feet X Wetted Width z feet / 43 560
{ �C ] .moo_[ ]} ,
�-- (c) Acres stop end of pull from Table_ Column
Total acres for Travel Lane Length (12) (Sum: a + b + c)
Travel Lane Length (13) _j/ Interior or Exterior (Laneftdrant)
k Q 1-- (a) Acres start end of pull from Table ET SD Column
1� 1 S ,g Y (b) Acres middle portion of pull (L 1)
Pull Lea D feet X Wetted Width -.0feet / 43,560
(c) Acres stop end of pull from Table Colurn><I
Total acres for Travel Lane Length (U) (Sum: a + b + c)
Multiply the tabulated irrigated acreage value per travel puff by the number of pulls of each category in the
field_ Sum all of these and this is the total irriga scree for the field.
[a) c ravel Lane Length (L1) X — Acres
(b) Acres per Travel Lane e X # Lanes — Acres
(c) Acres per Tr ane Length (L3) X
CAWMP Wettable Acres for field (Sum: Ba
Acres
Wettable Acre Computational Worksheet Completed by: Date:

CAWMP Wemb10 Acre Traveling Gm CaWdaiaul WmkslwwL 2.20.99
Hard Hose Traveling Gun System �nr2�/-u+VA -Y�
COMPUTATIONAL WORKSHEET k4,n c"l vi 6vK�Fj, tk
f
5e-c.?- Ry Z
1. Farm Number (Identification) Field Number (Identification)
2. Irrigation System Designation Existing Irrigation System New/ Expanded Irrigation System
3. Number of Travel Lanes # Interior Lanes # Exterior Lanes Ifeet] Length of puli(L I)
# Interior Lanes # Exterior Lanes , jfeet] Length of pull(L2)
# Interior Lanes # Exterior Lanes ___jfeet] Length ofpull(L3)
4. Wetted Diameter [feet] From field data sheen
5. Spacing Hydrant Spacing [feet] [as percent of wetted diameter]
6. Hydrant Layout Multiple Hydrants Single Hydrant Excessively spaced Hydrants
7. Read the irrigated area per travel pull for the given wetted diameter from the appropriate table and column
based on pattern, spacing, and travel lane location.
Travel Bane Length � Interior or Exterior (LanelHydrant)
(a) Acres start end of pull from Table Ef 80 Column _
(b) Acres muddle portion of pull (LI)
Pull Le few x wertea width feet i 43,560
{ �[ ] [ ��
.�- (c) Acres stop end -of pull from Table Coiumn-
S, p D Total acres For Travel Lane Length (LI) (Sum: a + b + c)
TraveVaue Length ,Interior or.�Extenor4�UnelHydmnt)
73 (a Acres start and of pull from Table Column
j�1�tt #,4 (b) Acres middle portion of pull (L1) !za 4-10
[Pull Length 20 [feet] X Wetted Width ?. [feet]) 143,560
'--(c) Acres stop end of pull from Table. Column
Total acres for Travel Lane Length (L2) (Sum: a + b + c)
Travel Lane Length 013) Interior or Exterior (LanelHydrant)
6,­73 (a) Acres start end of pull from Table f feO Column_
(b) Acres middle portion of pull (LI) 12,*+1*
1 (Pull Length TO [feet] X Wetted Width 7�06 [feet]) / 43,560
(c) Acres stop end of pull from Table Column
�_ Total acres for Travel Lane Length CU) (Sum: a + b + c)
s. Multiply the tabulated irrigated acreage value per travel pull by the number of pulls of each category in the
field_ Sum all of these and this is the total irrig acrqW for the field.
t� cc
(a) Acre vel Lane Len I ) f # Lanes = res
(b) Acres per Travel Lane Le # Lanes = Acres
(c) Acres per Travel ength (L3) X 4
apes — Acres
i To Wettable Acres for field (Sum: Sa +
Wettable Acre Computational Worlcsheet Completed by: Date;

CAWMP Wduble Acm Traveling C,ue CaaWULdimW Workslect 2-20-99
Hard Hose Traveling Gun System
F►11� C.n l in �'a-++'1 �'�C
COMPUTATIONAL WORKSHEET
1. Farm Number (Identification) Feld Number (Identification)
1. Irrigation System Designation Existing Irrigation System New/ Irrigation System
3. Number of Travel Lanes # Interior Lanes # Exterior Lanes � [feet] Length of pull(Ll)
# Interior Lanes # Exterior Lanes _ jfeet] Length of pull(L2)
# Interior Lanes # Exterior Lanes _lfeet] Length of pull(L3)
4. Wetted Diameter [feet] From field data sheet
5. Spacing Hydrant Spacing [&et] [as percent of wetted diameter]
6. Hydrant Layout Multiple Hydrants Single Hydrant Excessively spaced Hydrants
7. Read the irrigated area per travel pull for the given welted diameter from the appropriate table and column
based on pattern, spacing, and travel lane location.
Travel Lane Length ,Interior or Exterior (LanwHydrant)
l
`I 6,6 a) Acres start end of puH from Table EXColumn
L4� 3, 7-0 (b) Acres middle portion of pull (Ll)
Pull L feet X Wetted Width 2 D feet / 43,560
�—� (c) Acres. stop end of pull from Table Column
Mj— Total acres for Travel Lane Length (LI) (Sum: a + b + c)
Travel Lane'Lzngth,"Interior or Exterior (LanclHydrant)
" (a)Acres start end of pull from Table Column '$
' 3 z (b) Acres middle portion of pull (Li)
{Pull Length [feet] X wetted Width 440 [feet]} / 43,550
(c) Acres stop end of pull from Table Column
—14Total acres for Travel Lune Length (L2) (Sum: a + b + c)
Travel Lane Length) Interior or Exterior (LaneAlydrant)
Aq Jc" ' , lo(a) Acres start end of pull from Table e,;r, Column
(b) Acres middle portion of pull (L1)
feet X W id Z f 43 560
{Pull Length_ [ ] etted W th _ [feet]) / ,
(c) Acres stop end of pull from Table Column
Total acres for Travel Lane Length (L3) (Sum: a + b + e)
8. Multiply the tabulated irrigated acreage value per travel pull by the number of pulls of each category in the
field. Sum all of these and this is the total irrigated ar for the field.
j �e
Acres per Travel Lane Length (1,1) X #Lanes — Acres
(b) Acres
(c) Acres per Travel
Lane Length (L2
L 3 X
Wettable Acres for ie
Lanes = Acres
# Lanes = Acres
: Sa + 8b + 80
Wettable Acre Computational Worksheet Completed by: Date:

par �O ef-
CAWMP wetUbie Acm •Travc1ine+oun CAwquUdk W WwkshwL x 20."
Hard Hose Traveling Gun System /,K1 z- Da-
COMPUTATIONAL WORKSHEET
1. Farm Number (Identification) U Feld Number (Identification)
2. Irrigation System Designation Existing Irrigation System New/ Expanded Irrigation System
3. Number of Travel Lanes # Interior Lanes # Exterior Lanes Meet] Length of puu(L 1)
# Interior Lanes # Exterior Lanes [feet) Length ofpull(L2)
# Interior Lanes # Exterior Lanes �lfeet] Length of puU(L3)
4. Wetted Diameter (feet] From field data sheet
5. Spacing Hydrant Spacing [feet] [as percent of wetted diameter]
6. Hydrant Layout Multiple Hydrants Single Hydrant Excessively spaced Hydrants
7. Read the irrigated area per travel pull for the given wetted diameter from the appropriate table and column
based on pattern, sp and travel lane location.
Travel Line Len or or Exterior (Lane/Hydrant)
Q,�q_ (a) Acres start end of puU from Table `IFZ 43D Column `
7 (b) Acres middle portion of pull (LI)
{Pull Length [feet] X Wetted Width ZVO [feet]) / 43,560
(c) Acres stop end of pull from Table Column
Total acres for Travel Lane Length (LI) (Sum: a +-b + c)
--- Travel lane. Length Interior or Exterior. (Lane/Hydrant),
yi ", (a Acres start end of pull from Table L 0d Column -_
}U (b) Acres middle portion of pull (L1)
(Pull Length_ [feet] X Wetted Width 7-VO [feet]) 43,560
(c) Acres stop end of pull from Table Column
Total acres for Travel Lane Length (12) (Sum: a + b + c)
Travel Lane Length) Interior or Exterior (Lane/Hydrant)
Q. q (a Acres start end of pull from Table- 00 Column Z_
Otj ` L7 St*7, '3(b) Acres middle portion of pull (LI)
(Pull Length�Q [feet] X Wetted Width © [feet]) / 43,560
J (c) Acres stop end of pull from Table Column
Total apes for Travel Lane Length (L3) (Sum: a + b + c)
8. Multiply the tabulated irrigated acreage value per travel pull by the number of pulls of each category in the
field. Sum all of these and this is the total " eage for the field.
Acres pe�Trravel Lane gt (L) # Lanes Acres
(b) Acres peh 2 �OL
anes = Acres
(c) Acres per Travel L gth (L3) X anes = Acres
Total Wettable Acres for field (Sum: 8a +
Wettable Acre Computational Worksheet Completed by: Date:

Qae -7 01 11-0
r—AV/W WetMht Acm Traveling `° Campudafiaeul Workshee- 2.20-99
Hard Hose Traveling Gun System
COMPUTATIONAL WORKSHEET—
1. Farm Number (Identification) Field Number (Identification)
2. Irrigation System Designation Existing Irrigation System New/ Expanded Irrigation System
3. Number of Travel Lanes # Interior Lanes # Exterior Lanes [feet] Length of pull(Ll )
# Interior Lanes # Exterior Lanes Meet) Length of puRP)
# Interior Lanes # Exterior Lanes _[feet] Length ofpull(L3)
4. Wetted Diameter [feet] From field data sheet
5. Spacing Hydrant Spacing [feet] [as percent of wetted diameter]
G. Hydrant Layout Multiple Hydrants Single Hydrant Excessively spaced Hydrants
7. Read the irrigated area per travel pull for the given wetted diameter from the appropriate table and column
based on pattern, spacing, and travel lane location.
Travel Laae Lengtko Interior or Exterior (Lane/Hydrant)
a '2S (a) Acres start end of !1 from Table Column
pull � —�—
I-(b) Acres middle portion of pull (L1) 170"91�0
Wetted 4 {Pull Length_ sloo[feet] x w eel width .�� [feet]) � 3,560
�. _ (c) Acres stop end of pull from Table Column
Total acres for Travel Lane Length (LI) (Sum: a +.b + c)
-� Travel Lane Length %2) interior or.. Exterior.(LaneJHydrant).
(a) Acres start end of pull from Table Column
(b) Acres middle portion of pull (LI)
{Pull Length [feet) X Wetted Width [feet]) / 43,560
(c) Acres stop end of pull from Table Column
Total acres for Travel Lane Length (U) (Sum: a + b + c)
Travel Lane Length (13) Interior or Exterior (LanelHydrant)
(a) Acres start end of pull from Table - Column
(b) Acres middle portion of pull (LI)
{Pull Length[feet] X Wetted Width [feet]) / 43,560
(c) Acres stop end of pull from Table Column
Total acres for Travel Lane Length (L3) (Sum: a + b + c)
S. Multiply the tabulatedirrigated acreage value per travel pull by the number of pulls of each category in the
field. Sum all of these and this is the t taI irrigat acrreag �thee field.
Acres per Travel e9 X ✓ # Lanes = Acres
P CL
(b) Acres pe vel Lane Length (L2) X # Lanes — Acres
(c) Acres per Travel Lane es -- Acres
Total CA a Acres ld (Sum: 8a + 8b + 8c)
Wettable Acre Computational Worksheet Completed by; Date:

�eP,afB
C
�Vi
_ _ _ -----------

United States Natural
Department of Resources 121 Laurel Drive
Agriculture Conservation Rutherfordton, NC 28139
Service
DATE: May 24, 2000
SUBJECT: Corey Lutz Dairy
Irrigation Expansion
Lincoln County, NC
FILE CODE: 210
TO: Rick McSwain, Conservationist
Lincolaton, NC
As discussed, I expanded Corey Lutz's' irrigation system by adding irrigation pulls. To minimize
confusion, travel lane spacing and relative direction of pull was left the same. Using this spacing,
the N75+ table (hydrant spacing greater than 75% of wetted diameter) was used in determining
wettable acres.
Based on using a wetted diameter 90% of manufacturer's value or in this case 292 ft, Corey's
application rate is .53". My records indicate that a lot of Corey's soils are Gaston. We need to
reduce the application rate down to around 0.4" for pasture or no -till for this soil. By using an arc
pattern of 330' instead of 270° the application rate can be reduced to 0.43" . If this is not
acceptable, Corey should contact Johnson Irrigation and determine how to reduce the application
rate.
If you have any questions, please call.
Samuel C. Bingham 7
Civil Engineer
Enclosures
cc: Elton Barber
epngerve natural resources oi- private`lands. AN EQUAL OPPORTUNITY EMPLOYER

/ice
Ci� TOT
KA WtYI.

CAVIMP Wettable Acm Traveling Gun C=Wwaiaul wmkslact 2.2o.99
Hard Hose Traveling Gun System (a' Ye Lk�� �' -
COMPUTATIONAL WORKSHEET /.,- n,, I &tfm
f
1. Farm Number (Identification) s- Field Number (Identification)
2. Irrigation System Designation Existing Irrigation System _ZNewl Expanded Irrigation System
3. Number of Travel Lanes # Interior Lanes # Exterior Lanes � f feet] Length of pull(LI)
# Interior Lanes # Exterior Lanes lfeet) Length of pullp)
# Interior Lanes # Exterior Lanes _[feet] Length of pull(B)
4. Wetted Diameter Zq z [feet] From field data sheet 9� °� � d--6` CX�
� Hydrant Spacing [�]
61
5. Spacing [as percent of wetted diameter]
6. Hydrant Layout ✓ Multiple Hydrants Single Hydrant Excessively spaced Hydrants
7. Read the irrigated area per travel pull for the given welted diameter from the appropriate table and column
based on pattern, spacing, and travel lane location. y7S
Travel a Length (LI) interior or _ y Exterior (LarwHydrant)
. '3 Z (a) Acres start end of pull from Table Ij 7S-'-V Column B
_ - .77(b) Acres middle portion of pull (LI)
{Pull Length S3a [feet] X Wetted Width [feet]} / 43,560
to (c) Acres stop end of pull from Table. N `75- Column
3. Z Total acres for Travel -Line Length (LI) (Sum: a + b + c)
---) Travel Lane Length (12) Interior or -'Exterior O1 etne/Hydmnt)
(0 4"Jh \} Z (a) Acres start end of pull from Table Column
1.73 (b) Acres middle portion ofpull (L1)
{Pun! I.engthw3a g [feet) X Wetted Width 2Z9 [feet]) / 43,560
-- (c) Acres stop end of pull from Table Column
-7- , D Total acres for Travel Lane Length (L2) (Sum: a + b + c)
Travel ane Length (13) Interior ory Exterior (LanelHydrant)
,out (a) Acres start end of pull from Table Column_
2.16 (b) Acres middle portion of pull (LI)
{Pull Length_Y4a[feet] X Wetted Width 'zZ8 [feet]) / 43,560
(c) Acres stop end of pull from Table Column
Total acres for Travel Lane Length (13) (Sum: a + b + c)
8. Multiply the tabulated irrigated acreage value per travel pull by the number of pulls of each category in the
j. field. Saunk all of these and this is the total irrigated acreage for the field.
%1910(a) Acres per Travel Large Length (LI) X # Lanes = Acres
(b) Acres per Travel Lane Length (L2) X # Lanes = Acres
1 (c) Acres per Travel Lane Length (L3) X # Lanes — Acres
Total CAWMP Wettable Acres for field (Sum: 8a + 8b + 8c)
Wettable Acre Computational Worksheet Completed by: Date:

CAWUP We"a Ain Traveling Gun CompuUliarW WarkAft--% 2-20-99
Hard Hose Traveling Gun System re- 1-- +2L i
: COMPUTATIONAL WORKSHEET
1. Farm Number (identification) -5- Field Number (Identification)
2. irrigation System Designation Existing Irrigation System New/ Expanded Irrigation System
3. Number of Travel Lanes # interior Lanes # Exterior Lanes _Ifeet] Length of pull(Ll )
# interior Lanes # Exterior Lanes �Ifeet] Length of pull(L2)
# Interior Lanes # Exterior Lanes _[feet] Length ofp ll(L3)
4. Wetted Diameter ZjL [feet] From field data sheet fOS 111"'�
dA Z3zs
S. Spacing ZS� v Hydrant Spacing [Meet] [as percent of wetted diameter]
6. Hydrant Layout `Multiple Hydrants Single Hydrant Excessively spaced Hydrants
7. Read the irrigated area per travel pall for the given wetted diameter from the appropriate table and column
based on pattern, spacing, and travel lane location.
Travel L e Length (Ll) Interior or _,Exterior (Lana/Hydrant)I� 3Z (s) Acres start end of pull from Table _ Column
(b) Acres middle portion of pull (LI) _
Z
(pull LengthLz:c[feet] X Wetted Width ZZ 9 [feet]) / 43,560
-r+e� (c) Acres stop end of pull from Table N75-+ Column
3. Total acres for Travel Lane Length (M) (Sum: a + b + c)
- Travel Lane.Length (U) - Interior or ✓ Exterior (LanelHydrant).
3Z (a) Acres start end of pull from Table 7S7- Column -9
3.9 Z(b) Acres middle portion of pull (Ll)
{Pull Length 7,_ [feet] X Wetted Vtdth z -8 [feet]) / 43,560
(c) Acres stop end of pull from Tablejj 75� Column E
Total acres for Travel Lane Length (L2) (Sum: a + b + c)
Travel Laae Length (L3) Interior or ✓Exterior (LanelHydrant)
y� , (a) Acres start end of pull from Table �_4~ Column
fl� I �[3 Ste' " ` '3, (31_ (b) Acres middle portion of pull (L1)
{Pull Length_2.40[feet] X Wetted Width ZZR [feet]) / 43,560
_ (c) Acres stop end of pull from Table k Column E
Total acres for Travel Lane Length (U) (Sum: a + b + c)
the tabulated 'irrigated acreage value per travel pull by the number of pulls of each category in the
n all of these and this is the total irrigated acreage for the field.
(a) Acres r ane Length (L1) X # Lanes = Acres
(b) Acr er Travel Length (L2) X # Lanes Acres
Acres per Travel Lane Len (L3) X # Lanes - Acres
Total CAWMP Wettable A for field (Sum: Sa + Sb + Sc)
Wettable Acre Computational Worksheet Completed by: Date:

S. Department of Agriculture NC-ENG-34
soil Conservation Service September 1980
File Code: 210
.,-..HAZARD CLASSIFICATION DATA SHEET FOR DAMS
Landowner L County : —Lin cc lh
Community or Group No. Conservation Plan Na.
Estimated Depth of Water,to Top of Dam i Ft. Length of F19od Pool 11 Z -Ft.
Date of Field Hazard Investigation to -.zq--9 tO
Evaluation by reach of flood plain downstream to the point of estimated minor effect.
from sudden dam failure.
• :
:.
Est.—Elev. :Lst. Elevation
'Kind of 'Improvements: 'of Breach
Reach: Length:
Width: Slope:
Land Use
Improvements ;. Above :Floodwater Above
:. Flood Plain: Flood Pl.a i n
t. .:
Ft.
Ft. Ft.
N_At. VIA
3 :.
Describe potential for loss of life avoy\
damage to existing or probable future downstream
improvements from'a sudden breach P
Hazard Classification of Dam 51
Dam Classification (I,� III,
By
go
b, c) (see NEM-Part 520.21)
IV, V)
e
Concurred
ame ti e
NOTE.: 1. Instructions on reverse side,
2. Attach additional sheets as needed.
Date !a- LC) - tt1X',
Date �� L ?47

RECEIVED / DENR / DWQ
Aquifer Protection Section
,APR 12 2010
Phosphorus Loss Assessment. Tool Completion
Name of Facility: >�e . ,� y Ter�ey Facility Number:-33 - .2-1
Owner(s) Name: C_d Phone No:Zof16- 7Jf e 22.E
Mailing Address:_ �, �' f��� C�{UL. Z8a9_7_ _
Check the appropriate box below:
ZNo fields received a high or very high rating.
❑ The following fields received a high or very high rating and are listed below:
Field Number Size (Acres) _ Rating (High or Very High)
By completing the above section and signing this form, the facility owner and Technical Specialist
acknowledge all application fields were evaluated using the Phosphorus Loss Assessment Tool. All
necessary calculations were completed to conduct the Assessment. A copy will be kept on site with
the Certified Animal Waste Management Plan. Any future modifications must be approved by a
technical specialist and filed with the Soil and Water Conservation District prior to implementation.
Waste plans with fteIds raving a high or very high racing will have to be modified to address
phosphorus loss by the next permit cycle beginning July, 2007_
Owner Name: C ll rQ Ye I- V't -.?-
Owner Signature:
Technical Specialist Name:— - ;�-#. At�
Technical Specialist Signature:;&r�_,joy
,�� Date: T40 - o
Affiliation: Phone No: _'10 +T(- 73(0 -B"Sdj
Submit this form to:
Attn: Keith Larick
NC Division of Water Quality
Non -Discharge Compliance and Enforcement Unit
1617 Mail Service Center
Raleigh, NC 27699-1617
PLAT — 9-26_03

NCDENR
North Carolina Department of Environment and Natural Resources
Beverly Eaves Perdue
Governor
Corey Lutz
Piedmont Jerseys
4399 Ritchie Rd.
Lincolnton, NC 28092
Dear Mr. Lutz:
Division of Water Quality
Coleen H. Sullins
Director
August 19, 2009
Subject: Additional lnformation'Request
Application No. AWC550021
Piedmont Jerseys
Lincoln County
The Animal Feeding Operation Unit of Division of Water Quality's, Aquifer Protection Section has
completed a preliminary review of your renewal permit application package. Additional information is
required before we may continue our review. Please address the following items within 30 (thirty) days
of receipt of this letter: Requested information should be sent to the Mail Service Center address at the
bottom of this page.
Chan a in animal numbers:
The number and type of animals specified in your permit application are different than those
specified in your latest COC. The 50 Dry Cows and 40 Dairy Heifers should be included in your
waste plan. Please complete and submit a new Animal Waste Management Plan Certification and a
new Waste Utilization Plan (WUP) or Nutrient Management Plan (NMP) to reflect the changed
animal numbers.
A blank copy of the Animal Waste Management Plan Certification can be downloaded from the following
web link:
h=:Hh2o.enr. state.nc. uslapslafou/documents/An imal W aste ManagementSystemCerti f icationForm09 1806.doc
Please be aware that you are responsible for meeting all requirements set forth in North Carolina rules and
regulations. Any oversights that occurred in the review of the subject application package are still the
responsibility of the applicant. In addition, any omissions made in responding to the above items shall
result in future requests for additional information.
Please reference the subject application number when providing the requested information. All revised
and/or additional documentation shall be signed, sealed and dated, with two (2) copies submitted to my
attention at the address below. Please note that failure to provide this additional information on or before
the above requested date may result in your application being returned as incomplete.
Failure to request renewal of your coverage under a general permit within the time period specified may
result in a civil penalty. Operation of your facility without coverage under a valid general permit would
Aquifer Protection Section 1636 Mail Service Center
Internet: www.ncwaterquality.org Location: 2728 Capital Boulevard
An Equal Opportunity/Affirmative Action Employer— 50% Recycled110% Post Consumer Paper
1���nCarolina
Nalwally
Raleigh, NC 27699-1636 Telephone: [phone]
Raleigh, NC 27604 Fax 1: [phone]
Fax 2: [phone]
Customer Service: [phone]

constitute a violation of NCGS 143-215.1 and could result in assessments of civil penalties of up to
$25,000 per day.
If you have any questions regarding thisaletter, please feel free to contact me at [phone].
Sincerely,
Larry W. Wade PE
„3._ y, Animal Feeding Operations Unit
cc: Mooresville Regional Office, Aquifer Protection Section
Lincoln County Soil and Water Conservation District
APS Files- AWC550021

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
PIEDMONT JERSEY'S
4399 RITCHIE ROAD
LINCOLNTON NC 28092
Attn: Corey Lutz
Dear Corey Lutz:
3£p 20 1999
September 15, 1999 .
! • •
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
Subject: Application No. AWC550021
Additional Information Request
Piedmont Jersey's
Animal Waste Operation
Lincoln County
The Non -Discharge Permitting Unit has completed a preliminary engineering review of the subject application. Additional
information is required before we can continue our review. Please address the following by October 15, 1999:
1. The certification for your facility, dated December 18, 1997, is for 200 dairy cows. Your Waste Utilization
Plan (WUP) is written for 200 milking cows, 40 heifers and 50 dry cows. The certification was supposed to
be done for the maximum animal number (head) that your waste management system could accommodate.
Please contact your technical specialist to determine the animal number that your facility was evaluated for.
Please submit a revised certification form for the total animal number (290) after ensuring that the waste
management system can accommodate that number.
2. Your facility is certified for a waste storage pond volume of 89,232 cubic feet. In some information
submitted with your application, another volume is shown. It is 92,064 cubic feet. Please contact your
technical specialist to determine which volume is correct and to revise the certified volume, if necessary.
3. Your WUP shows the fields that are to be irrigated with slurry from the waste storage pond. Soils are
shown, acreage amounts and crops to be grown are indicated along with their yields, PAN needs and the
amount of PAN utilized. Your WUP also indicates that some manure will be collected and broadcast. The
fields that the -manure will be broadcast on will need to be shown in the WUP also with all the supporting
information. Please have the information on manure application added to your WUP.
Please note that all WUP revisions must be signed and dated by both the owner and the technical. specialist. Please
reference the subject permit application number when providing the requested information. All information should be signed,
sealed, and. submitted in duplicate to my attention at the address below. The information requested by this'letter must be
submitted on or before October 15, 1999 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.
1617 Mail Service Center, Raleigh, NC 27699-1617 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

Application No. 55-0021 '
Corey Lutz
Page 2
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 364.
Sincerely,
DM*�
Dianne Thomas
Soil Scientist
Non -Discharge Permitting Unit
cc: (Mooresville Regional_OM&e-, Water Quality —
Permit File - -

MAR-30-2000 10:30 AM PIEDMONT.JERSEYS 170474B9176 P.01
ATTENTION: ALAN JOHNSON
FROM: COREY LUTZ
PEIDMONT JERSEYS
4399 RITCHIE ROAD
LINCOLNTON,NC 25092
PHONE:[phone]
FAX: [phone]
CERTIFICATE OF COVERAGE NO.
AWC 5 5 0021

MAR-30-2000 10:31 AM PIEDMONT.JERSEYS 17047439176
P. 02
PIEDMONT JERSEYS
Corey & Bridgette Lutz
mcrch 301900C
Mr. Johnson, .
In response to your letter and the violations in it:
About the letter of COC, we didn't know what
you were asking for or that it heeded to be
available for you to see. we have since found it
and have enclosed a copy for you. It has also
been posted in the office.
We also didn't know we had to keep weekly
records of the waste pond. We are now keeping
weekly records of the pond level.
The waste sample was over looked and didn't
get sent off. We have sent the sample off.
If you need anymore information please contact
me and I will provide it for you.
Thank yo ,

MAR-30-2000 10:31 AM PIEDMONT.JERSEYS 17047489176 P.03
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
Corey Lutz
Piedmont Jersey's
4399 Ritchie Road
Lincolnton NC 28092
Dear Corey Lutz.
NORTH CAROLINA DEPOARTMr-WT or
E"PIONMIENT AND NATURAL RESOURCES
February 14, 2000
Subject, Certificate of Coverage No. AWC55W21
Piedmont Jersey's
Cattle Waste Collection, Treatment,
Storage and Application System
Lincoln County
In uccordancd with your application received on June 22, 1999, we are forwarding this
Certificate of Coverage (CDC) issued to Corey Lutz, authorizing the operation of the subject animal
wage, collection, treatment, storugc and land application system in accordance with General Permit
AW0200000. This approval shall consist of the operation of this system including, but not limited to,
the management of animal waste from the Piedmont Jersey's Farm, located in Lincoln County, with an
Animal capacity of no greater than 200 Milking Cows, 40 Heifers and 50 Dry Cows and the application
to land As specified in the Certified Animal Waste Management Plan (CAWMP).
The COC shall be cffcctivc from the date of issuance until April 30, 2003_ Pursuant to this COC.
you arc authorized and required to operate the System in conformity with the conditions and limitations
as si=ificd in the General Permit, the facility's CAWMP, and this COC. with no discharge of wastes to
surface waters. An adequate system for collecting and maintaining the required monitoring data and
operational information must he cstnblished for this farm. Any increase in waste production water than
the certified design capacity or increase in number of stocked animals above the number authorized by
this COC will require A modification to the CAWMP .wd this COC and shall be completed prior to
actual increase in either wastewater flow or number of animals.
Please be advised that any violation of the terms and conditions specified in this COC, the
Gcneral Permit or the CAWMP may result In the revocatkin of this COC, or penalties in accordance
with NCGS 143-21S.6A through 143-215.6C including Civil penalties, criminal penalties, and injunctive
relief.
Upon notification by the Division of this COC's expiration, you shall apply for it$ renewal. This
request shall be made within 30 days of notification by the Division.
1617 Mail Service Center, Raleigh, NO Z76W1617 Telephone [phone]sa FAX [phone]
An Equal Opportunity Affirmative Aotlon Employer 669. rocycledl 10% post -consumer paper

MAR-30-2000 10:32 AM PIEDMONT.JERSEYS t7047489176 P.04
Certificate of Coverage AWC55002 i
Piedmont Jersey's
Page 2
This COC is not automatically transferable. A name/owncrship change application must be
submitted to the DWQ prior to a name change or change in ownership,
If any parts, requirements, or limitations; contained in thin COC are unacceptable, you have the
rlght to apply for an individual non -discharge, permit ny contacting the engineer listed below for
information on this prcwess. Unless such a request is made within 30 days, thk COC shall be final and
binding.
The sub}ec:t farm Is located in the Mooresville Regional Office, They Regional Office water
Quality Staff may be reached at [phone]. If you heed additional information concerning this
COC or the General Permit, please contacl Dianne Thomas at [phone] ext. 364.
vrJ ,
T, Stevens
cc; (Certificate of Coverage only for all cc'a)
LincolnCvunty Health Department
Mooresville Regional Office, Water Quality Section
Lincoln County Soil and Water Conservation District
Permit File
NDPU Files

State of North Carolina
Department of Environment
and Natural Resources
C Division of Water Quality
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
Corey Lutz
Piedmont Jersey's
4399 Ritchie Road
Lincolnton NC 28092
Dear Corey Lutz:
1 �1kF1W,A
IT •
NCDENR
NORTH CAROLINA DEPARTMWN
ENVIRONMENT ANb NATURA�LR �I�1'�
IIJJIIVV �Gl T. HEALTH
& NATUPAL RMOURCE9
February 14, 2000
FEB 24 2000
111.0OII OF ENVIR9NIRENTAL MAHAGEME21
MOORESVILLE REGIONAL OFFICi
Subject: Certificate of Coverage No. AWC550021
Piedmont Jersey's
Cattle Waste Collection, Treatment,
Storage and Application System
Lincoln County
In accordance with your application received on June 22, 1999, we are forwarding this
Certificate of Coverage (COC) issued to Corey Lutz -authorizing the operation of the subject animal
waste collection, treatment, storage and land application system in accordance with General Permit
AWG200000. This approval shall consist of the operation of this system including, but not limited to,
the management of animal waste from the Piedmont Jersey's Farm, located in Lincoln County, with an
animal capacity of no greater than 200 Milking Cows, 40 Heifers and 50 Dry Cows and the application
to land as specified in the Certified Animal Waste Management Plan (CAWMP).
The COC shall be effective from the date of issuance until April 30, 2003. Pursuant to this COC,
you are authorized and required to operate the system in conformity with the conditions and`Iimitations
as specified in the General Permit, the facility's CAWMP, and this COC, with no discharge of wastes to
surface waters. An adequate system for collecting and maintaining the required monitoring data and
operational information must be established for this farm. Any increase in waste production greater than
the certified design capacity or increase in number of stocked animals above the number authorized by
this COC will require a modification to the CAWMP and this COC and shall be completed prior to
actual increase in either wastewater flow or number of animals.
Please be advised that any violation of the terms and conditions specified in this COC, the
General Permit or the CAWMP may result 'in the revocation of this COC, or penalties in accordance
with NCGS 143-215.6A through 143-215.6C including civil penalties, criminal penalties, and injunctive
relief.
Upon notification by the Division of this COC's expiration, you shall apply for its renewal. This
request shall be made within 30 days of notification by the Division.
1617 Mail Service Center, Raleigh, NC 27699-1617 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

Certificate of Coverage AWC550021
Piedmont Jersey's
Page 2
i
This COC is not automatically transferable. A name/ownership change application must be J�
submitted to the DWQ prior to a name change or change in ownership.
r R
If any parts, requirements, or limitations contained in this COC are unacceptable, you have the
right to apply for an individual non -discharge permit by contacting the engineer listed below for
information on this process. Unless such a request is made within 30 days, this COC shall be final and
binding.
The subject farm is located in the Mooresville Regional Office. The Regional Office Water
Quality Staff may be reached at [phone]. If you need additional information concerning this
COC or the General Permit, please contact Dianne Thomas at [phone] ext. 364.
Sincerely,
err T. Stevens
cc: (Certificate of Coverage only for all cc's)
LincolnCounty Health Department
lNlooresvilleRegionai'Ofc Water-Quality_Section
Lincoln County Soil and Water Conservation District
Permit File
NDPU Files

LINCOLN SOIL & WhTER
CONSERVATION DISTRICT
DATE: October 29., 1999
TO: Dianne Thomas
CITIZENS CENTER - 115 W MALT ST.
LINCOLNTON, N.C. 28092
[phone]
�r Eel.
FROM: Rick McSwain 410
Natural Resources Conservationist��scf
SUBJECT: Corey Lutz
�sr��9
I`m sending you a certification amendment for.Corey Lutz
Piedmont Jersey Farm. Also, I'm sending a new waste
utilization plan due to the fact a wettable acres
determination has been completed. A copy of this wettable
acres determination is also included. The NRCS Engineer and
I calculated that the waste pond stores around 93,368 cu.
ft. of waste. This is the normal pump out volume. Corey
Lutz uses an irrigation system. The waste collected around
the calf hutches and hay rings will be spread by use of a
manure spreader. This waste will be used on the same fields
as the irrigation. There is only enough waste to supply 63
percent of the PAN needed for the crops on these 2 fields.

C: rdfication .-�I,mendment for Cattle Facilities
O
55-21
Facility Number Facility dame
PIEPmnNT JERSEY'S
Number of Animals Facility is C_rtified for 200 Date of Certification
12/18/97
Please indicate the maximum number of animals that your animal waste management system is designed to
accommodate:
Dairy ililking+dry cows 250
H
Heifers
Calves
RECEIVED
WATER Q�IAUN SECTION
:-- Beef Brood Cows
�QV 0 41999
Feeders
Stockers
Non -Discharge Permitting
TOTAL ANIMAL NUMBER 290 *R
** If this total is equal to the number that your facility is certified for, you do not need to complete the rest of this
form. If the above total number of animals is different than your certified number but it is what your technical
specialist evaluated when your facility was certified. please have your technical specialist amend the certification by
vampleting the section below. If your facility was not previously evaluated and certified for the maximum design
capacity, you must have a technical specialist re -certify your facility. Your certification number should be the
maximum number of animals (cows, heifers, calves, etc.) that your animal waste management system can
accommodate.
Please use the space below to describe the operation.
Manure from milking herd will be stored in a waste pond for approximately one
year and will be irrigated. During the course of one year, this facility will
store 698,393 gallons or 25.7 ac-in or 93368 cu.ft. of slurry waste._ Daily
scraping of waste is required to move the waste into the storage facility. The
following amounts of manure will be collected at other parts of the farm.
Day old to 200 lb, heifers =54 tons,dry cows--202,ton,total 256 ton. This
waste will be spread by using a spreader.
Amended Certification (only needed if the incorrect number of animals was previously certified):
By signing this you are certifying that the animal waste management system at this facility has been evaluated far
the maximum number of animals that it can appropriately accommodate. however, the original certification did not
correctly represent this number (shown above as Total Animal Number).
Farm owner/applicant
Signature u Date 0 99
Farm manager (if applicable)
Signature Date
Technical Specialist
Si;nature Date
Phone Number [phone]

Producer: COREY LUTZ - PIEDMONT JERSEYS
Location: 4399 RITCHIE ROAD
Telephone: ( 704 ) 735-1222
Type Operation: DAIRY - JERSEY
Number of Animals: 290 { 200 MILK COWS, 40 HEIFERS, 50 DRY COWS)
(Design Capacity)
Storage Structure(s): WASTE POND
Application Method(s): IRRIGATION AND SPREADER
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.
You must have the animal waste analyzed to determine nutrient content
as close to the time of application as practical and at least within
60 days of the date of application before each application cycle.
Soil nutrients in all fields where waste will be applied must be
analyzed at least annually so that all plant nutrients can be balanced
for realistic yields of the crop to be grown. Soil test and waste
analysis records shall be kept for five (5) years. 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.
Several factors are important in implementing your waste utilization
plan in order to maximize the fertilizer value of the waste and to
ensure that it is applied in an environmentally safe manner:
1. Always apply waste based on the needs of the crop to be
grown and the nutrient content of the waste. Do not apply
more nitrogen than the crop can utilize. Lime must be
applied to application fields as recommended by -soil test to
maintain the plant uptake of nutrients.
2. Soil types are important as they have different infiltration
rates, leaching potentials, cation exchange capacities, and
available water holding capacities.
3. Normally waste shall not be applied to land eroding at
greater than 5 tons per acre per year. With special
precautions, (see Required Specification No. 4) waste may be
applied to land eroding at up to 10 tons per acre per year.
1

4. Do not apply waste on saturated soils, when it is raining,
or when the surface is frozen. Either o-f these conditions
may result in runoff to surface waters which is a violation
of the North Carolina Division of Water Quality (NCDWQ)
.0200 regulations.
5. Wind conditions at the time of field application of waste
should also be considered to avoid drift and downwind odor
problems.
6. To maximize the value of nutrients for crop production and
to reduce the potential for pollution, the waste should be
applied to a growing crop. Otherwise apply waste no
earlier than 30 days prior to planting a crop or prior to
forages breaking dormancy. Injecting or otherwise
incorporating the waste below the soil surface will conserve
nutrients and reduce odor problems.
7.' Zinc and copper levels in the soils in all fields where
waste is applied shall be monitored and alternative
application fields shall be used when these metals approach
excess levels.
This plan is based on waste application by IRRIGATION AND SPREADER for
this is the manner in which you have chosen to apply your waste. If
you choose to alter the method(s) of application in the future, you
need to revise this plan. Nutrient levels for various waste
application methods are not the same.
The estimated acres needed to apply the animal waste is based on
typical nutrient content for DAIRY systems in North Carolina. Actual
acreage requirements shall be based on waste analysis reports from
storage structures in your waste management system. Attached you will
find information on proper sampling techniques, preparation, and
transfer of waste samples to the lab for analysis.
Your WASTE POND is designed for 365 days of temporary storage and the
temporary storage must be removed on the average of once every
12 MONTHS. If your facility is unroofed, in no instance should the
volume of waste being stored in your structure be higher than the
maximum storage marker except in the event of a 25 year, 24 hour
storm.
Call your technical specialist after you receive the waste analysis
report for assistance in determining the amount per acre to apply and
the proper application rate prior to applying the waste.
2

The waste management system which is covered by this waste utilization
plan shall be operated only by persons which hold a valid certificate
as an operator in charge of an animal waste management system. The
North Carolina Water Quality Commission will provide training and
certification of operators.
This waste utilization plan, if carried out, meets the requirements
for compliance with 15A NCAC 2H .0217 (the .0200 rules) adopted by the
Water Quality Commission.
3

ESTIMATE OF PLANT AVAILABLE NITROGEN
FROM LIQUID WASTE
Amount of Waste Produced Per Year
FROM WASTE MANAGEMENT SYSTEM PLAN BY BINGHAM ON 10-10-96
THE WASTE STORAGE POND WILL BE EMPTIED WITH IRRIGATION SYSTEM.,
NORMAL PUMP OUT VOLUME EACH YEAR IS AS FOLLOWS:
93,368 CU. FT. r`
= 25.7 AC.- IN
= 698,000 GALLONS
FOR 50% COLLECTION OF WASTE FOR 200 JERSEY MILK COWS THE PAN WAS ESTIMATED TO
BE 4,556 LBS. THE AVERAGE WEIGHT OF A JERSEY MILK COW IS 900 LBS.
ESTIMATED CONCENTRATION IN WASTE POND IS ESTIMATED TO :
4556 LBS. PAN/698,000
6.5 LBS PAN/1000 GALLONS
= 177 LBS. PAN/AC-IN
4

ESTIMATE OF PLANT AVAILABLE NITROGEN
FROM SOLID WASTE
FROM WASTE MANAGEMENT SYSTEM PLAN BY BINGHAM ON 10-10-96
OTHER MANURE AROUND CALF HUTCHES AND HAY RINGS WILL BE HAULED AND SPREAD. THIS
VOLUME IS ESTIMATED IN THE WASTE MANAGEMENT SYSTEMS PLAN
NORMAL ESTIMATED HAUL VOLUME IS AS FOLLOWS:
DAY OLD TO 200 LB. HEIFERS - 54 TON
DRY COWS 202 TON
TOTAL 256 TON
THE PAN FOR THIS MANURE IS ESTIMATED TO BE 4.3 LBS. PER TON FROM NRCS
STANDARDS. PAN FOR SPREADER HAUL = 256 TON @ 4.3 LBS. PAN/TON
= 1,101 LBS. PAN
5

=� ��� �rrrt� � � yr � � `�r.�r► ����� r=�
_ M
1IM
Total animal waste and waste water volume generated in
one year is approximately 256 tons and
698,000 gallons or 25.7 acre -inches.
4,556 lbs. PAN per year from liquid waste
+ 1,101
lbs.
PAN per year
from solid waste
= 5,657
Total
lbs. PAN per
year
Applying the above amount of waste as calculated above is a big job.
You should plan time and have appropriate equipment to apply the waste
in a timely manner.
Values used above are based on analysis of waste
from similar livestock operations in North Carolina
(source: USDA -MRCS FOTG Practice Standard 633-Waste
Utilization). Actual nutrient content of the waste
from this system may vary from these values. Waste
analysis should be made of the actual waste as soon
as possible after significant waste accumulates in
the storage structure (s) .
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,
r
2

The irrigation application rate should not exceed the infiltration
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.
It is the responsibility of the producer and irrigation designer to
ensure that an irrigation system is installed to properly irrigate the
acres shown in tables 1 through 3. Failure to apply the recommended
rates and amounts of nitrogen shown in the tables may make this plan
invalid.
Caution must be exercised in grazing or haying forage plants under
stress condition. Nitrate poisoning may occur in livestock. Sampling
forage or hay for nitrate levels'is recommended.
7

WASTE APPLICATION TABLES
The crop.fields shown in the Waste Application Tables that follow are
available for waste application. It will not be necessary and may not
be desirable to apply waste to each of these fields in any given year.
The Lbs, of Nitrogen Per Acre shown in the tables are estimated annual
nitrogen (N) requirements of the crop to be grown based on the
potential productivity of the soil and assuming no double cropping.
The Recommended Lbs. of N to be Applied per acre indicates the
Nitrogen that can be reasonably applied to the crop -and used by the
crop in a timely manner using animal waste alone. It will not be
practical to meet all the nutrient needs of some crops with animal
waste. Supplemental applications of commercial fertilizer may be
required during the growing season in order to meet all crop nutrient
needs. It is assumed that for certain row crops only a fraction of
the total annual nitrogen requirement can be applied.using animal
waste.
The landowner shall record the actual waste application volume made on
each field on the Department of Water Quality Waste Application Record
Form.
The following legend explains the crop codes used in the field
application tables:
NITROGEN
CROP
CROP
PRODUCTN
REQUIREM'T
CODE
UNITS
LBS./UNIT
CS
SG
SGS
SO
PCs
M
SMALL GRAIN SILAGE
SMALL GRAIN SILAGE SPRING TOP DRESSED
SORGHUM - GRAZED
PASTURE, COOL SEASON
MATUA - GRAZED
TONS
11.0
CROP
60.0
CROP
60.0
TONS
45.0
AUM
16.4
TONS
40.0
fff

The following legend explains the soil codes which represent the
specific soil types that are found in the fields which are available
for animal waste application:
SOIL
CODE
SOIL
TYPE
COMMENTS REGARDING SUITABILITY
OF SOILS FOR WASTE APPLICATION
RvA
RIVERVIEW
OCCASIONALLY FLOODED
MsB
MASADA SANDY LOAM
GnC2
GASTON SANDY CLAY LOAM
GnB2
GASTON SANDY CLAY LOAM
BnB
BUMCOMBE SAND
GaD
GASTON LOAM
E

Table 1: WASTE APPLICATION FIELDS OWNED BY PRODUCER
WETTABLE' ACRES
Recommended
Soil Realistic Lbs. N Lbs. N ,to
Tract Field Type Crop Anticipated Acresl Required to be
No. No. Code Code Yield Useable Per Ac. Applied2
1525
2
PULL
1 north
MsB
PCs
6.8 AUM
3.7
112
414.4
2 north
MsB
PCs
6.8 AUM
7.1
112
795.0
3 north
MsB
PCS
6.8 AUM
7.3
112
818.0
4 north
MsB
PCs
6.8 AUM
6.7
112
750.0
5 north
MsB
PCs
6.8 AUM
6.3
112
706.0
6 north
MsB
PCS
6.8 AUM
6.0
112
672.0
7 north
MsB
PCS
6.8 AUM
5.0
112
560.0
8 north
MsB
PCS
6.3 AUM
5.1
112
571.0
field 3
1 south
GnB2
PCS
6.8 AUM
2.6
112
437.0
2 south
GnB2
PCS
6.8 AUM
3.9
112
437.0
3 south
GnB2
PCS
6.8 AUM
4.1
112
459.0
4 south
G tB2
PCs
6.8 AUM
4.3
112
482.0
5 south
GnB2
PCS
6.8 AUM
4.4
112
493.0
6 south
GnB2
PCs
6.8 AUM
4.2
112
470.0
7 south
GnB2
PCs
6.8 AUM
4.0
112
448.0
10

TOTALS THIS TABLE 78.9 8982
The useable acreage represents the total acreage of the field minus
the required buffer areas which border streams or'residential
areas. Actual total acres in the fields listed may, and most
likely will be, more than the acres shown in the tables.
,2 This N is from animal waste only. If n I utrients' from other sources
such as commercial fertilizer are applied, they must be accounted
for. N must be based on realistic yield expectation.
11

Table 1: WASTE APPLICATION FIELDS OWNED BY PRODUCER
ALTERNATIVE CROPS THAT CAN BE USED ON THESE FIELDS
Soil
Tract Field Type
No. No. Code
1525 2 MsB
3 1 GnB2
Crop Anticipated
Code Yield
SG
CROP
SGS
CROP
CS
19 TONS/AC
M
4 TONSIAC
SO
4 TONS/AC
SG
CROP
SGS
CROP
CS
15.5 TONS/AC
M
4 TONS/AC.
SO
4 TONS/AC,
TOTALS THIS TABLE
Recommended
Lbs. N Lbs. N to
Acresl Required to be
Useable Per Ac. Applied2
47.2
60
2832
47.2
60
2832
47.2
209
9865
47.2
160
7552
47.2
180
8496
31.7
60
1902
31.7
60
1902
31.7
171
5421
31.7
160
5072
31.7
180
5706
1 The useable acreage represents the total acreage of the field minus
the required buffer areas which border streams or residential
areas. Actual total acres in the fields listed may, and most
likely will be, more than the acres shown in the tables.
2 This N is from animal waste only. If nutrients from other sources
such as commercial fertilizer are applied, they must be accounted
for. N must be based on realistic yield expectation.
12

Table 3 presents a summary of all nitrogen requirements and the total
nitrogen to be applied using animal waste for all fields which are
available for waste application.
TABLE 3: SUMMARY OF WASTE APPLICATION
ACRES
USEABLE
TOTAL CROP
NITROGEN
REQUIREMENT
IN POUNDS
RECOMMENDED
LBS. N TO
BE APPLIED
USING WASTE
SUPPLEMENTAL
OR RESIDUAL
LBS. OF N
REQUIRED
FROM TABLE 1
78.9
8982
5657
3325
FROM . TFsBLE 1A
FROM TABLE 2
FROM TABLE 2A
FROM TABLE 2B
TOTAL ALL TABLES
78.9
8982
5657
3325
This summary indicates that only about 63_percent of the total. annual
nitrogen requirements can be provided for the crops as listed for the
fields available using animal waste produced on this livestock
operation.
13

NARRATIVE OF OPERATION
MANURE FOR MILKING HERD WILL BE STORED IN A WASTE STORAGE POND FOR
APPROXIMATELY 1 YEAR AND WILL BE IRRIGATED. DURING THE COURSE OF ONE
YEAR, THIS FACILITY WILL STORE 698,393 GALLONS OR 25.7 AC -IN OF SLURRY WASTE.
DAILY SCRAPING OF WASTE IS REQUIRED TO MOVE THE WASTE INTO THE STORAGE
FACILITY. IF ALL OF ONE YEARS WASTE WERE SPREAD USING A 3000 GALLON
SPREADER, IT WOULD TAKE APPROXIMATELY 233 LOADS, IF MANURE IS SPREAD BY
IRRIGATION USING A PUMP RATE OF 300 GALLONS PER MINUTE, IT WOULD TAKE
APPROXIMATELY 40 HOURS TO SPREAD ONE YEARS ACCUMULATION OF MANURE.
THE FOLLOWING AMOUNTS OF MANURE WILL BE COLLECTED AT OTHER PARTS OF
FARM: -
1. DAY OLD TO 200 LB, HEIFERS
2. DRY COWS
54 TON
202 TON
TOTAL 256 TON
THE PAN FOR THIS MANURE IS ESTIMATED TO BE 4.3 LBS. PAN PER TON FROM THE
NRCS STANDARDS.
PAN FOR SPREADER HAUL = 256 TON @ 4.3 LBS/TON = 1,101 LBS. PAN.
IF ALL OF ONE YEARS WASTE WERE SPREAD USING A 6 TON SPREADER, IT WOULD
TAKE APPROSIMATELY 43 LOADS. ASSUMING 1 LOAD PER HOUR, IT WILL TAKE 43
HOURS TO SPREAD THIS MANURE.
(Use additional sheets as needed to describe the operation of the
system within the context of the livestock operation)
14

�.����w °l � ��4 � •t: by ._ : ' � ,y �, 1 ,�•
.t `.•� , •j+�}-u'F � :r - "rG l� •'_+�t .7f'^Z#S- �= r}-t- �lr. � t t��-`'
r y 1 :, r
�, -�� T > :'� t � _ � � i i s ' `•+'' �° - s si tiff
-ro
dp
Y�{������ „- �,- � err- - '` ; ,* '. _ '.: � ., '•^
�2f
� r • yr�_-
r •-�.
�
�,•�.0
}i,,+
"•_Ike
`.
` " J
7
V-+
1.
1 Q
kr�
a
J

�
i
F
-
Application of Waste by Irrigation
Field No.
Tract No.
Soil Type
Crop
Application
Rate
(in./hr.)
Application
Amount
(inches)
Application
Time
(hours)
2
1525
MsB
PCs
0.4
0.4
70
3
1525
GnB2
PCs
0.4
0.4
53
THIS TABLE IS NOT NEEDED IF WASTE IS NOT BEING APPLIED BY IRRIGATION, HOWEVER A SIMILAR TABLE WILL BE
NEEDED FOR DRY LITTER OR SLURRY.
16

_.WASTE. _UTILIZATION PLAN_ r
FIELD OFFICE INSTRUCTIONS
!NOTE TO FIELD OFFICE PERSONNEL PREPARING THIS PLAN:
The following items and the Required Specifications must be addressed in the Waste
Utilization Plan in order for the plan to meet the minimum requirements of the .0200 rules
and MRCS standards. All of these concerns may not be applicable for a given operation.
Additional concerns may have to be addressed at certain operations. These items express
the minimum requirements. Where necessary, the planner/designer is to elaborate on these
concerns or add others as applicable. Comments within these items that are in parenthesis,
are underlined, and are bold typed are for Field Office reference only and are not to be
included in the landowner's copy of the plan. This note is also provided only for Field
Crfftce reference and is not to be included in the landowner's copy of the plan.
1. The waste utilization plan will include all the animal waste generated on the farm.
2. Lagoons and other uncovered waste containment structures must be maintained below the
maximum operating level to provide adequate storage for a 25-year, 24-hour storm event
in addition to the one (1) foot mandatory freeboard.
17

. --f
WASTE UTILIZATiON -PLAN .:.,
REQUIRED SPECIFICA TIONS
1. Animal waste shall not reach surface waters of the state by runoff, drift, manmade
conveyances, direct application, or direct discharge during operation or land
application. Any discharge of waste which reaches surface water is prohibited. Illegal
discharges are subject to the assessment of civil penalties of $10,000 per day by the
Division of Water Quality for every day the discharge continues.
3. Animal waste shall be applied to meet, but not exceed, the Nitrogen needs for realistic
crop yields based on soil type, available moisture, historical data, climate conditions,
and level of management, .unless there are regulations that restrict the rate of
application for other nutrients. Actual yields may be used in lieu of realistic yield
tables at the discretion of the planner.
4. Animal waste shall be applied to land eroding less than 5 tons per acre per year.
Animal waste may be applied to land that has a Resource Management System (RMS)
or an Alternative Conservation System (ACS). If a RMS or ACS is used the soil loss
shall be no greater than 10 tons per acre per year and appropriate filter strips will be
used where runoff leaves the field. These filter strips will be in addition to "Buffers"
required by DWQ. [See FOTG Standard 393 - Filter Strips and Standard 392 -
Rioarian Forest Ruffer. [
5. Odors can be reduced by injecting the waste or disldng after waste application. Waste
should not be applied when the wind is blowing or any other condition exists which
may cause a danger of drift from the irrigation field.
6
When animal waste is to be applied on acres subject to flooding, it will be soil
incorporated on conventionally tilled cropland. When applied to conservation tilled
crops or grassland, the waste may be broadcast provided the application does not
occur during a season prone to flooding. (See "Weather and Climate in North
7. Liquid waste shall be applied at rates not to exceed the soil infiltration rate such that
runoff does not occur offsite or to surface waters and in a method which does not
cause drift from the site during application. No ponding should occur in order to
control conditions conducive to odor or flies and provide uniformity of application.
8. Animal waste shall not be applied to saturated soils, during rainfall events, or when the
surface is frozen.

STE-:;,,UT1L1Z-A PLAN,
REQUIRED SPECIFICA TIONS
9. Animal waste shall be applied on actively growing crops in such a manner that the crop
is not damaged by burning or smothering of the plant. This is an important
consideration where swine, poultry or other ammonia rich waste is being surface
applied. Surface broadcast solids or slurries may damage crops if leaf surfaces are
matted. Generally waste should be applied such that no more than 20 to 25 percent of
the leaf area is covered. This should not normally be a concern where diluted, low
nutrient waste is irrigated or surface broadcast from a liquids holding structure.
Where crops are severely damaged due to waste application, the plants cannot
assimilate the nutrients and discharge of pollutants to surface waters is likely to occur.
The potential for salt damage from animal waste should also be considered.
10. Waste nutrients shall not be applied in fall or winter for spring planted crops on soils
with a high potential for leaching. Waste nutrient loading rates on these soils should
be held to a minimum and a suitable winter cover crop planted to take up released
nutrients. On soils with a high potential for leaching, multiple application at lower
rates should be used. To maximize the value of nutrients for crop production &
reduce the potential for pollution, the waste shall not be applied more than 30 days
prior to planting of the crop on bare soil, or forages breaking dormancy. Injecting the
waste or disking will conserve nutrients_
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 surface water. (See
Standard 393 - Filter Strips and Standard 392 - Riparian Forest Buffnj
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
wetlands provided they have been approved as a land application site by a "technical
specialist". Animal waste shall not be applied on grassed waterways which discharge
directly into water courses. If animal waste is to be applied on other grassed
waterways, waste shall be applied at agronomic rates and in a manner that causes no
runoff or drift from the site.
16. Domestic and industrial waste from washdown facilities, showers, toilets, sinks, etc.,
shall not be discharged into the animal waste management system.
19

WAS�g UTILIZATION PLAN
REQUIRED SPECIFICA TIONS
17. A protective cover of appropriate vegetation will be established on all disturbed areas
(lagooniholding pond embankments, berms, pipe runs, etc.). If needed, special
vegetation shall be provided for these areas and shall be fenced, as necessary, to
protect the vegetation. Vegetation such as trees, shrubs, and other woody species,
etc. are limited to areas where considered appropriate. Lagoon/holding pond areas
should be kept mowed and accessible. Lagoon/holding pond berms and structures
should be inspected regularly for evidence of erosion, leakage, or discharge.
18. If animal production at the facility is to be suspended or terminated, the owner is
responsible for obtaining and implementing an "approved closure plan" which will
eliminate the possibility of an illegal discharge, pollution and erosion.
19. Waste handling structures, piping, pumps, reels, etc., should be inspected on a regular
basis to prevent breakdowns, leaks, and spills. A regular maintenance checklist should
be kept on site.
20_ Animal waste can be used in a rotation that includes vegetables and other crops for
direct human consumption. However, if animal waste is used on crops for direct
human consumption it should only be applied preplant with no further applications of
animal waste during the crop season.
21. H'ighly visible permanent markers shall be installed to mark the top and bottom
elevations of the temporary storage (pumping volume) of all waste treatment lagoons.
Pumping shall be managed to maintain the liquid level between the markers. A marker
will be required to mark the maximum storage volume for waste storage ponds.
22. Waste shall be tested within 60 days of utilization and soil shall be tested at least
annually at crop sites where waste products are applied. Nitrogen shall be the rate -
determining element. Zinc and copper levels in the soils shall be monitored and
alternative crop sites shall be used when these metals approach excessive levels. Soil
pH shall be adjusted for optimum crop production and maintained. Soil and waste
analysis records shall be kept for five (5) years. Poultry dry waste application records
shall be maintained for three (3) years. Waste application records for all other waste
shall be maintained for five (5) years.
23. Dead animals will be disposed of in a manner that meets NC regulations. North
Carolina General Statute 106-403 requires that dead animals be disposed of within 24
hours in a manner approved by the state veterinarian.
20

..WASTE -UTILIZATION -PLA.-..-.-..-
N �==
WASTE UTILIZATION PLAN AGREEMENT
Name of Farm: PIEDMONT JERSEYS
Orner/Nanager Agreement
I (we) understand and will follow and implement the specifications
and the operation and maintenance procedures established in the
approved animal waste utilization plan for the farm named above. I
(we) know that any -expansion to the existing design capacity of the
waste treatment and storage system or construction of new
facilities will require a new certification to be submitted to the
North Carolina Division of Water Quality (NCDWQ) before the new
animals are stocked. I (we) also understand that there must be no
discharge of animal waste from this system to surface waters of the
state from a storm event less severe than the 25-year, 24-hour
storm. The -approved plan will be filed on -site at the farm office
and at the office of the local Soil and Water Conservation District
and will be available for review by NCDWQ upon request.
I (we) understand that I (we) must own or have access to irrigation
or other equipment, to land apply the animal waste described in
this Waste Utilization Plan. The equipment must be available at
the appropriate time such that no discharge occurs from the lagoon,
holding pond, tank, or other unroofed storage structure in a 25
year, 24 hour storm event. I (we) also certify that the waste will
be applied on the land according to this plan at the appropriate
times and at rates that no run-off occurs.
Name of Facility owner:
COREY LUTZ_
(Please print)
Signature: Date:
Name of Manager (If different from owner) :
Signature:
Date:
/a Z)_99
Name of Technical Specialist: (Please print) RICK H. MC SWAIN _
Affiliation: LINCOLN SOIL AND WATER CONSERVATION DISTRICT
Address (Agency): 115 WEST MAIN STREET, LINCOLNTON N.C. 28092
Signature: /t �1s_...., -- Date: /G -? q — ��

Wettable :acres Determination Certification
Name of Facility: lie✓5 Facility Number:
Owner(s) Name:
Mailing Address:
Phone No:1"7e4
By signing this form, the facility owner and Technical Specialist acknowledge the completion of the
Wettable Acres Determination. All necessary Wettable Acre Determination Field Data Sheets and
calculations were completed to conduct a Wettable Acre Determination. -The facility's Waste
Utilization Plan has been amended as necessary to reflect actual wetted acreage. A copy of all
worksheets, calculations, and other Wettable Acres Determination documents, along with the
applicable Waste Utilization Plan and Wettable Acre Determination Certification will be filed with
the local Soil and Water Conservation District. A copy will also be kept on site with the Certified
Animal Waste Management Plan. Any future modifications must be approved by a technical
specialist and filed with the Soil and Water Conservation District prior to implementation. If any
modifications to the existing irrigation system or any new irrigation equipment was required to
adequately address the waste management needs of this facility, an Irrigation Specialist or
Professional Engineer has certified the design and installation below.
Owner Name: c6ye VLc,�f
Owner Signature: Date:_ 94
Technical Specialist Name: s '
Technical Specialist Signature: �C— Date: cs - 2-
If assisted by an Irrigation Specialist or Professional Engineer please read and sign below:
,Animal waste application equipment has been designed or modified to apply waste as necessary to
accommodate the waste management plan and according to NRCS Standards. Animal waste
application equipment has been installed according to NRCS Standards and is ready for use.
Irrigation Specialist/PE Name:
Irrigation Specialist/PE Signature: Date:
Submit this form to:
Attn: Sonya Avant
Non -Discharge Compliance Unit
Division of Water Quality
1617 Mail Service Center
Raieiah. NC ?7699-1617
WADC - 7/99

CAWMP Wevable Acre
Z 1 a-F 6
, ;Pj ' Traveling Field n-a A-04 2/20 v
Hard Hose Traveling Gun System
FIELD DATA SHEET
1. Make and model number L J, ma,,, 32SG _
2. Hose length 0 [feet] and hose inside diameter (ID) Z.S[inch]
3. Gun make and model number 4 )50- 15-0
4. Gun nozzle size 1,0 [inrh], ring orifice, taper bore orifice.
~ 5. Gun are angle 7 70 [degrees]
6. Travel Istie spacing Z.yy - [feet. Indicate whether ✓ uzriiform, random.
Number of exterior hydrants of interior hy drants
3Z5' ., I► ►t►re,. �•�., /r014 D J►tens•�ri ` it .1»+av,- ip�1.tiR e.esa
7. Gun wetted diameter [feet]. measured,�ed on gun chart
8. Gun pressure r psi). observed at worldng gaug ter' A SS.
determined from gun charts, V/ kcal '` cuiaGo� F'O.
* *9. Operating pressure at hose reel —[psi]. observed at working gauge,
provided by owner.
** 10, Supply line size [inch] (from pump to last hydrant).
* * 1 I . . Supply line length feet (maximum pumping distance).
** 12. Supply he type PVC, aluminum.
** 13. Pump make and model number
** 14. Pump capacity, [gpm].
* * 15. Engine make and model number
or
* * 16. Electric motor horsepower and rpm [hp] [rpm]
Note. it is strongly recommended that operating pressure at the reel and gun wetted
diameter be field determined.
* Locate each hydrant on a copy of the map. Indicate the start and strop of the sprinkler cart
for each travel lane and show distance traveled. Show the location of the supply line.
Irrigated acres will be determined by travel lane
* * Optional data, furnish where possible.
* * * Information.furnished by ol,, I�S�K� TI! Ls►k���e�
,a,1 1 —Y 1,
and/or AWj (I �'le•-,-`_
Signature of Owner or Facility Representative igaaWm of Techrlic4dpecialist
S—CIAALI-et (2.
:&"kAVV-
Nnted Name of Owner or Facility Representative Printed name of Technical S st
Date Date C)
A,q1qq .
* * * Only the person or persons collecting the data sho 1d sign the data sheet.

�c ,; A P wemb4 Acv Traveling Gun ComrAWWO1 WmWWO. 2.20."
CD If tvfj�
Hard Hose Traveling Gun System
COMPUTATIONAL WORKSHEET
1. Farm Number (Identification) T� /SzS Field Number (Identification)
2. Irrigation System Designation Existing Irrigation System New/ Expanded Irrigation System
3. Number of Travel Lanes Interior Lanes # Exterior Lanes [feet] Length ofpull(L1)
# or Lanes # Erxterior Lanes � [fed] Length ofpull(U)
# ten — "es it Exterior Lanes !,feet] Length of pull(L3)
4. Wetted Diameter :20 Z [feet] From field data sheet g0lo �4eI
5. Spacing 2qO Hydrant Spacing [feet] AZ- [as percent'of wetted diameter]
6. Hydrant Layout Multiple Hydrants Single Hydrant Excessively spaced Hydrants
7. Read the irrigated area per travel pull for the given wetted diameter from the appropriate table and column
based on pattern, spacin and travel lane location.
Travel Lane Length} Interior or VExterior (Lane/Hydrant)
PU ! D.73 (a) Acres start end of pull from Table 6E 9 Column B
S au (b) Acres middle portion of pull (L1) +20't 1yb'-
(Pull Length­�q�[feet] X Wetted Width 26(o [feet]) ! 43,560
(c) Acres stop end of pull from Table Column
' 3, 75 Total acres for Travel Lane Length (LI) (Sum: a + b + c)
--� Travel Lane Length 04r Interior or V Exterior (LanelHydrant)
�J 0,73 (a) Acres start end of pull from Table iE'r So Column
(b) Acres middle portion of pull (LI) wADA 'Wf�ey.a
{Pull Length [feet] X Wetted Width �v [f`teet'�4] 43,560r
(c) Acres stop end of pull from Table Column
7, Total acres for Travel Lane Length (U) (Sum: a + b + c)
Travel Lane Length (U) --Z Interior or Exterior (Lane/Hydrant)
t`! 0 (cq (a) Acres start end of pull from Table - 8(a Column g
10, (b) Acres middle portion of pull (L1)
{Pull Length _ Aco [feet] X Wetted Width 7-'10 [feet]) / 43,560
(c) Acres stop end of pull from Table Column
Total acres for Travel Lane Length (L3) (Sum: a + b + c)
8. MAgpIX the tabulated irrigated acreage value per travel pull by the number of pulls of each category in the
field. Sure illviiflfiese and this is thLk
al irrid acrT
for the field.
771�41- e.
(a) Acres per Travel gth (L ) X es = Acres
(b) Acres per Travel Lane Len X,_ # Lanes — Acres
(c) Acres per Tray;1-1;6e Length (1.3) X
Total-CAWMP Wettable Acres for field (Sum: 8a
8c)
Acres
Wettable Acre Computational Worksheet Completed by: Date:

IC pal aPS.
CAWMP WeWbie Acre Traveling C//w��n��Camputatiaul W y=q.99
• Hard Hose Traveling Gun System
`-""f�Jl���
�IVIL��h �r1
COMPUTATIONAL WORKSHEET
Z
1. Farm Number (Identification) Held Number (Identification)
2. Irrigation System Designation Existing Irrigation System New/ Expanded Irrigation System
3. Number of Travel Lanes # Interior Lanes # Exterior Lanes Meet] Length of puli(L 1)
# Interior Lanes # Exterior Lanes lfeet] Length of puil(L2)
# Interior Lanes # Exterior Lanes _lfed] Length ofpuli(L3)
4. Wetted Diameter [feet] From field data sheet
5. Spacing Hydrant Spacing [feet] [as percent of wetted diameter]
6. Hydrant Layout Multiple Hydrants Single Hydrant Excessively spaced Hydrants
7. Read the irrigated area per travel pull for the given wetted diameter from the appropriate table and column
based on pattern, spacing, and travel lane location
Travel Lane Length g) /Interior or Exterior (LanelHydrant)
1�,11 1� (a) Acres start end of pull from Table E� 80 Column g
1 �l ►' D,�_ (b) Acres middle portion of pull (LI)
{Pull Length Qq [feet] X Wetted Width Z VO [&et])143,560
.� (c) Acres stop end of pull from Table Column
Total acres for Travel Lane Length (LI) (Sum: a + b + c)
Travel Lane Length (LZ) V Interior or Exterior (Lane/Hydrant),
M � q (a) Acres start end of pull from Table E1 00 Column
!o z (b) Acres middle portion of pull (L 1)
{Pull LengthjkZg (feet] X Wetted Width Z O [feet]) / 43,560
(c) Acres stop end of pull from Table Column
Total acres for Travel Lane Length (L2) (Sum: a + b + c)
Travel Lane Length (L3) Interior or Exterior (Lane/Hydrant)
11 K (a) Acres start end of pull from Table 4g 8 o Column.(b) Acres middle portion of pull (L I)
Pull Len feet X Wetted Width 2VO feet / 43,560
(c) Acres stop end of pull from Table Column
Total acres for Travel Lane Length (13) (Sum: a + b + c)
S. Multiply the tabulated irrigated acreage value per travel pull by the number of pulls of each category in the
field. Sum all of these and this is the total irrigated a
cres for the field.
(a) c ravel Lane Length (L1) X # -- Acres
(b) Acres per Travel Lane e X # Lanes = Acres
(c) Acres per Trivet cane Length (L3) X
CAWMP Wettable Acres for field (Sum: Sa
Acres
Wettable Acre Computational Worksheet Completed by: Date:

Ll 610
CAWMP WCOA10 Acre Traveling Chin ComrwiaeiorW WwWwat 2.2Q99
Hard Hose Travelling Gun System clytj
COMPUTATIONAL WORKSHEET
1. Farm Number (Identification) Field Number (Identification)
2. Irrigation System Designation Existing Irrigation System New/ Expanded Irrigation System
3. Number of Travel Lanes # Interior Lanes # Exterior Lanes ___[feet] Length of pull(L 1)
# Interior Lanes # Exterior Lanes _feet] Length of puli(L2)
# Interior Lanes # Exterior Lanes _[feet] Length of pull(U)
4. Wetted Diameter [feet] From field data sheet
5. Spacing Hydrant Spacing [feet] [as percent of wetted diameter]
6. Hydrant Layout Multiple Hydrants Single Hydrant Excessively spaced Hydrants
7. Read the irrigated area per travel pull for the given wetted diameter from the appropriate table and column
based on pattern, spacing, and travel lane location
Travel Lane Lengtb,06ff---k� Interior or Exterior (Lane/Hydrant)
�1tt (a) Acres start end of pull from Table ET 60 Column
(b) Acres muddle portion of pull (LI)
Pull Le feet X Wetted Width � D feet 143 560
��- (c) Acres stop end of pull from Table Column
S, j�D Total acres for Travel Lane Length (LI) (Sum: a + b + c)
--- } - TraveV aea`e Length Interior or Exterior-(Lane/Hydrant) -
73 (a Acres start end of pull from Table EF 80 Column
all (b) Acres middle portion of pull (L1) /zo i-*
{Pull Length_710 [feet] X Wetted Width 7 [feet])143,560
--(c) Acres stop end of pull from Table Column
Total
f acres for Travel Lane Length (L2) (Sam: a + b + c)
Travel Lane Length (I.3) Interior or Exterior (LanelHydrant)
" 6,`73 (a) Acres start end of pull from Table IZ4FCO Column
ui� �I, ��''` i (b) Acres middle portion of pull (L1) 1 Zo+t"OL-
{Pull Length 310 [feet] X Wetted Width 266 [feet]) / 43,560
�--- (c) Acres stop end of pull from Table Column
Total acres for Travel Lane Length (L3) (Sum: a + b + c)
S. Multiply the tabulated irrigated acreage value per travel pull by the number of pulls of each category in the
field. Sum all of these and this is the total irrigated acreage for the field.
(a) Acre vel Lane Len (LI) X # Lanes - Acres
(b) Acres per Travel Lane Le #Lanes = Acres
(c) Acres per Travel ength (1,3) X anes - Acres
To WMP Wettable Acres for field (Sum: Sa + )
Wettable Acre Computational Worksheet Completed by: Date:

CAWMP Wettable Acm • Traveling Gun CanputalicrW Warksbect. 7.20."
• Hard Hose Traveling Gun System
- f-.IY1C�JvL �►'1 �Cr
COMPUTATIONAL WORKSHEET
1. Farm Number (Identification)] field Number (Identification)
2. Irrigation System Designation Existing Irrigation System New/ Expanded Irrigation System
3. Number of Travel Lanes # Interior Lanes # Exterior Lanes feet] Length of pull(Li)
# Interior Lanes # Exterior Lanes [feet] Length of pull(L2)
# Interior Lanes # Exterior Lanes _Meet] Length of pull")
4. Wetted Diameter [feet] From field data sheet
5. Spacing Hydrant Spacing [feet] [as percent of wetted diameter]
6. Hydrant Layout Multiple Hydrants Single Hydrant Excessively spaced Hydrants
7. Read the irrigated area per travel pull for the given wetted diameter from the appropriate table and column
based on pattern, spacing, and travel lane location
Travel Lane Length Interior or Exterior (Lane/Hydrant)
6.&9 a) Acres start end of pull from Table EXOO Column S_
3, 20 (b) Acres middle portion of pull (LI)
1 Pull Le feet X Wetted Width [feet / 43 560
(c) Acres. stop end of pull from Table Column
Total acres for Travel Lane Length (LI) (Sum: a + b + c),
_ Travel LaneLength Interior or Exterior (Larte/Hydrant).
Acres start end of pull from Table l -jr- S D Column '8
1 3, 'Z (b) Acres middle portion of pull (LI)
Pull Len 7 feet X Wetted Width D [fleet])43,560
(c) Acres stop end of pull from Table Column
Total acres for Travel Lane Length (12) (Sum: a + b + c)
Trave�ane Length Interior or Exterior (Lane lydrant)
Aq (a} Acres start end of pull from Table Column
(b) Acres middle portion of pull (L1)
1 _ (Pull Length[feet] X Wetted Width [feet])143,560
(c) Acres stop end of pull from Table Column
Total acres for Travel Lane Length (U) (Sum: a + b + c)
S. Multiply the tabulated irrigated acreage value per travel pull by the number of pubs of each category in the
field_ Sum all of these and this is the total irrigated a for the field.
Acres per Travel Lane Length (L1) X # Lanes = Acres
(b) Acres
(c) Acres per Travel
T
Lane Length (LZ
L 3 X
Wettable Acres for fie*
Lanes — Acres
# Lanes = Acres
: 8a + 8b + 8c)
Wettable Acre Computational Worksheet Completed by: Date:

CAWUP WdL6ia Acm Tnvchnng run -CaWAMiOW Wad 2.20.99
Hard Hose TravelingGun System �r �Y
Y L-� �� n Lou h ��C
COMPUTATIONAL WORKSHEET
41, 11-
1. Farm Number (Identification). J Field Number (Identification)
2. Irrigation System Designation Existing Irrigation System New/ Expanded Irrigation System
3. Number of Travel Lanes # Interior Lanes # Exterior Lanes [feet] Length ofpull(LI)
# Interior Lanes # Exterior Lanes _feet] Length of pull(L2)
# Interior Lanes # Exterior Lanes [feet] Length ofpull(L3)
4. Wetted Diameter [feet] From field data sheet
5. Spacing Hydrant Spacing [feet] [as percent of wetted diameter]
6. Hydrant Layout Multiple Hydrants Single Hydrant Excessively spaced Hydrants
7. Read the irrigated area per travel pull for the given wetted diameter from the appropriate table and column
based on pattern, sp and travel lane location.
Travel Lane Length)__IZInterior or Exterior (Lane/Hydrant)
(a) Acres start end of pull from Table �D Column_
(b) Acres middle portion of pull (LI)
Vu� 7 {Pull Length [feet] X Wetted Width 2V0 [feet]) / 43,560
(c) Acres stop end of pull from Table Column
T, Total acres for Travel Lane Length (LI) (Sum: a + b + c)
Travel Lane Length y< Interior or Exterior (Lane/Hydrant)
D 61 (a3 Acres start end of pull from Table jrL 8a Column .S
PU
�l [►? 3,55 (b) Acres middle portion of pull (L1)
(Pull Length (D D [feet] X Wetted Width -ZYQ [fleet]) 43,560
(c) Acres stop end of pull from Table Column
Total acres for Travel Lane Length (L2) (Sum: a + b + c)
Travel Lane L.ength,10) Interior or Exterior (Lane/Hydrant)
0 , Lq (a) Acres start end of pull from Table E�- 00 Column _
u 5 7,31 (b) Acres middle portion of pull (L1)
{Pull Length[feet] X Wetted Width Z © [feet]} / 43,560
(c) Acres stop end of pull from Table Column
Total acres for Travel Lane Length (L3) (Sum: a + b + c)
S. Multiply the tabulated irrigated acreage value per travel pull by the number of pulls of each category in the
field. Sum all of these and this is the total ' a ed eage for the field.
Acres per Travel Lane Le gt (L } # Lanes = Acres
(b) Acres per rav h 2 # Lanes — Acres
(c) Acres per Travel L ngth (L3) X apes — Acres
Total Wettable Acres for field (Sum: Sa +
Wettable Acre Computational Worksheet Completed by: Date:

t: 7 0`6
CAWMP WdUbla Aan Trsveii,r0 C=vuUUong WwkAwm% 2-20-99
DO
Hard Hose Traveling Gun System }
COMPUTATIONAL WORKSHEET
f---1 h �i•[ k� f G
Pi z
1. Farm Number (Identification) Field Number (Identification)
2. Irrigation System: Designation Existing Irrigation System New/ Expanded Irrigation System
3. Number of Travel Lanes # Interior Lanes It Exterior Lanes .[feet] Length ofpull(LI)
# interior Lanes # Exterior Lanes _ Ifeet] Length of pull(U)
# Interior Lanes # Exterior Lanes Ifeet) Length ofpull(L3)
4. Wetted Diameter [feet] From field data sheet
5. Spacing Hydrant Spacing [feet] [as percent of wetted diameter]
6. Hydrant Layout Multiple Hydrants Single Hydrant Excessively spaced Hydrants
7. Read the irrigated area per travel pull for the given wetted diameter from the appropriate table and column
based on pattern, spacing, and travel lane location.
Travel Lane Length ) Interior or Exterior ('LanelHydrant)
x '� , (a) Acres start end of ll from Table �` Column
V -(b) Acres middle portion of pull q l) /70 tl yro
(Pull Length 5�oo[feet] X Wetted Width 2t t, [feet]} / 43,560
(c) Acres stop end of pull from Table Column
Total acres for Travel Lane Length (LI) (Sum: a + b + c)
_--).:. - Travel'Lane Length (L2) Interior or Exterior (Lane/Hydrant)
(a) Acres start end of pull from Table
(b) Acres middle portion of pull (L1)
{Pull Length [feet] X Wetted Width
(c) Acres stop end of pull from Table
Total acres for Travel Lane Length (1.2) (Sum: a + b + c)
Travel Lane Length (13) interior or Exterior (Lane/Hydrant)
(a) Acres start end of pull from Table -
(b) Acres middle portion of pull (LI)
(Pull Length [feet] X Wetted Width
(c) Acres stop end of pull from Table
Total acres for Travel Lane Length (13) (Sum: a + b + c)
Column
[feet]) / 43,560
Column
Column
[feet]) / 43,560
Column
8. Multiply the tabulated irrigated acreage value per travel pull by the number of pulls of each category in the
field. Sum all of these and this is the total irrigat d acreagg,4the field.
��cres per Travel a Lengt (L, X #Lanes = Acres
(b) Acres p vel Lane Length (L2) X # Lanes = Acres
(c) Acres per Travel Lane }-X es - Acres
Total CAWMP' a Acres Id (Sum: Sa + Sb + 80
Wettable Acre Computational Worksheet Completed by: Date:

Olh if V175, L
rh el
fA Lh--
10)
7 . -
gs12 0 -2Q�

State of North Carolina
Department of Environment and Natural Resoureesp�FeE�VF�
Division of Water Quality r SE�f7ON
Non -Discharge Permit Application Form
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL) 2 f ��9
General Permit - Existing Animal Waste Ope*ata,%ps�epeml►
The following questions have been completed utilizing information on file with the Division. Please
review the information for completeness and make any corrections that are appropriate. If a
question has not been completed by the Division, please complete as best as possible. Do not leave
any question unanswered.
I. GENERAL INFORMATION:
1.1 Facility Name: ' Piedmont Jersey's
1.2 Print Land Owner's name: Corey Lutz
1.3 Mailing address: y3 9 9 lQ,`reh e �(/C
City, State: *""en -+IC_ L,1A "1,7 rr,4 _ NC, _Zip s- .713'0 2- '
Telephone Number (include area code): ^n" "" rnrn
1 A County where f, cility is located: Lincoln `/ I
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): located on Ritchie Rd in northwest Lincoln.
1.6 Print Farm'vlanager's name (if different from Land Owner):
1.7 Lessee's / Integrator's name (if applicable; please circle which type is listed):
1.8 Date Facility Originally Began Operation: l M7
1.9 Date(s) of Facility Expansion(s) (if applicable):
2. OPER,iTION INFORMATION:
2.1 Facility No.: _55_ (county number); _21 (facility number).
tio 2.2 Operation Descripn: Cattle operation
airy
200- Certified Design Capacity
Is the above information correct? Tiyes; Fno. If no, correct below using the design capacity of the facility
The "No. of Animals" should be the maximum num er or which the waste management structures were designed.
Type of Swine No. of Animals Type of Poultry No. of Animals Type of Cattle No. of Animals
Wean to Feeder 0 Layer _- _ 0 Dairy
0 Feeder to Finish 0 Non -Layer 0 Beef
0 Farrow to Wean (# sow)
0 Farrow to Feeder (# sow)
0 Farrow to Finish (# sow)
Other Type of Livestock on the farm:
FORM: s tiVf__"-1 y-E 5/28/98
0 Turkey
Page 1 of 4 55- 21
No. of Animals:

2.3 Acreage cleared and available for application (excluding all required buffers and areas not covered by the application
system): 118.5 Required Acreage (as listed in the AWMP): 64
2.4 Number of lagoons/ forage ponds circle which is applicable):
2.5 Are subsurface drains present within 100' of any of the application fields? YES orSO (please circle one)
2.6 Are subsurface drains present in the vicinity or under the lagoon(s)? YES or (1VUJ (please circle one)
2.7 Does this facility meet all applicable siting requirements? (Swine Farm Siting Act, NRCS Standards, etc.) (Swine Only)
�/ / YES or NO (please circle one)
What was the date that this facility's swine houses and lagoon were sited?
What was the date that this facility's land application areas were sited?
` 3. REQUIRED ITEMS CHECKLIST kr
Please indicate that you have included the following required items by signing your initials in the space provided next io each
item.
/ Applicants Initials
3A One completed and signed original and one copy of the application for General Permit - AnimaI
Waste Operations; L
3.2 Two copies of a general location map indicating the location of the animal waste facilities and
field locations where animal waste is land applied;
3.3 Two copies of the entire Certified Animal Waste Manag: ment Plan (CAWMP). If the facility
does not have a CAWMP, it must be completed prior to submittal of a general permit -
application for animal waste operations.
The CAWMP must include the following components. Some ofthese components may not
have been required at the time the facility was certified but should be added to the
CAWMP for permitting purposes:
3.3.1 The Waste Utilization Plan (WUP) must include the amount of Plant Available
Nitrogen (PAN) produced and utilizes by the facility.
3.3.2 The method by which waste is applied to the disposal fields (e.g. irrigation,
injection, etc.)
3.3.3 A map of every field used for land application. ;
3.3.4 The soil series present on every land application field.
3.3.5 The crops grown on every land application field.
3.3.6 The Realistic Yield Expectation (RYE) for every crop shown in the WUP.
3.3.7 The PAN applied to every land application field.
3.3.8 The waste application windows for every crop utilized in the WUP.
3.3.9 The required NRCS Standard specifications.
3.3.10 A site schematic.
3.3.11 Emergency Action Plan.
3.3.12 Insect Control Checklist with chosen best management practices noted.
3.3.13 Odor Control Checklist with chosen best management practices noted.
3.3.14 Mortality Control Checklist with the selected method noted.
3.3.15 Lagoon/storage pond capacity documentation (design, calculations, etc.). Please be
sure to include any site evaluations, wetland determinations, or hazard classifications
that may be applicable to your facility.
3.3.16 Operation and Maintenance Plan.
If your CAWMP includes any components not shown on this list, please include the
additional components with your submittal.
FORiV1:5/28/98 " _ 2 of 4 55 - 21

Facility Number: 55 - 21
Facility Name: Piedmont Jersey's
RECEIVED
VV":'o of'Al ;'P/ SF0Ti0N
`JUr112 2 i999
4. APPLICANT'S CERTIFICATION: Non-pischa a Pe rS 'na
1, _ (Land Owner's name listed in quesrmitttion 1.2), attest that
this application for(Facility name listed in question 1.1)
has been reviewed by me and is accurate and complete tot the best of my knowledge. I understand that if all required parts of this
application are not completed and that if all required supporting information and attachments are not included, this application'
package will be returned to me as incomplete. p
Signature Date---
- .. ., ; ,.�?' ` • q'-3r-::,; .' ..,: .t :r.t l .ice' y a �Ys 1G��� - r` .5
5. MANAGER'S CERTIFICATION: (complete only if different from the Land Owner)
(Manager's name listed in question 1 fi), attest that this
..
- application for' yfi� (Facility name`listed'in question 1;1)
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all_requued'parts of this,.,,, ..,
application are not completed and that if all required supporting information and attachments are not included, this application '_;u_
41package will be returned as incomplete.
- Signature Date T THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING INFORMATION AND MATERIALS,
SHOULD BE SENT TO THE FOLLOWING ADDRESS:
}
NORTH CAROLINA DIVISION OF WATER QUALITY F,
" WATER QUALITY SECTION
NON -DISCHARGE PERMITTING UNIT
POST OFFICE BOX 29535
if A i Til"77 %Tf%n r 7 !- A i]!ii T&I A 9%C'2G - -.
FORM: AWO-G-E 5/23/98 Page 3 of 4

COMPONENTS OF.a `,V.\sTE °'.:.Y
General Information:
.
Site Cc.;ematic
`- -
Sire Evaluation and Site in eSnSarion
'
Existing O e mticns:
Evaivats arc c:_: r of zhe waste storage facility to a 100-vear
ffoodniain
ti
a Evaluate dam sare*y F
Evaluate pro,,K=ty of wetlands to waste application area
'Ia.
New or Expanding Operations: ,
1. NRCS Site Evaluation Form NC -CPA 17
Z. 'Hazard Classification (NC-ENG-34)
3. Site Map
a) Location and elevation of borings and/or test pits in relation
to established grid layout.'
b)O' Borrow area located (if cane is required),
:..
c) Soils map included
Y:
d) .Statement concerning,�obse:vation of cultural resources ('if
applicable) '
4. Wetlands Dete,-urination
' IIL
Design Survey (for New and Expanding facilities)
A.
Location and elevation of all buildings, pads, ponds, ditches roads,
utilities, fence lines, discharsge pipes, wells, and any other structures that
are in or near the design area
B.
Location of property lines, perennial streams, wetland areas, and any other
borders that lie close to and affect the design area.
v
C.
Topography of facility location.
._
D.
Areas where surface nmoff is to be controlled, both polluted and non- '
polluted.
,i.
E.
Dimensions and elevations of existing facilities.
F.
Ha=rd classification data as needed.
F,zcility Design
A. Lagoon/Storage Facility Design
11 Exisdng Operations:
a) Show design needs (i.e., storage).
b) Show measurements and calaulated volumes
New Cons-==4on:
a) Show design Beds (i.e., storage).
o) Show cccsuuc ;.on ins;,Nc:ion :cotes LIour VRCS standards

,z Re-aiistic -,ieid ---cectanons (R.`f. .,of the crops to be grown
r Nitrogen ancdcction rate by Heitz based on R.Y.E. Also. a N balance
- wruch _auais . i app,ded minus R.Y. E7. v rate (Ibs/acre;:
H. Waste application windows based on when the receiving crops are actively
�owi.ng. Waste appiic»tions should be timed such that waste storage is
cunug the .rear.
MRCS irrigation oarameters
J- .,,
NRCS mventy-rwo required specincations
K.
CaXmadon inrormation
Record Keeping:
. .
Required - in order to satisfy the Division of Environmental Ma1tagemetes;1t '1V
.f mni inspection procedures, the following items need to be4available-ii
individual farm:,,
1. waste application records
t� r' ° ► ' sY
2.' Map of farm fields including irrigation fields and acreageYy l
r -
3. Certified Waste Management Plan (if applicable)
�.
4. Waste sample analysis or calculation of waste constituents
. B.
Recommended - it may be beneficial for you to n;nr �„ tine additional
t
following records for verification of Best Management Prat ces (BMPs).
__
.1. Daily fawn rain records-
•- _ — _ -
Weeldy lagoon level (freeboard) records
' a
_
I Soils analysis ;
:
4. Animal population
S. Crop yields
= 'EELEmergency Action Plan should include provisions for.
I Description on how to stop the release of the waste
r13` Description on how to assess the e:=t of the spill and note' any obvious
damages.
Phone numbers for contact at the appropriate agencies ;`

1. Wate.nvays
2. Diversions
i I Roofz rjutte rvz
4. Others
Land Application Syste...
I. Irrigation systems
2. Tank spreaders
3. Box spreadem
4. Others
tf Operation and Nfaintenanc. Plan - inc,lude information about inspecting.
I. Pool Area - took for:
a) Undesirable vegetative growth
b Floating ar lodged debris I
A.
Embankment
A."
a) Settlement, cracking, or 'jug" holes
-b) Side slope stability - slumps or bulges c) Wet or damp areas an the back slope d) Erosion due to lack of vegetation or wave action
.2
e) damage
Rodent d
--3 . ......... Pipes
a) Condition of pipes - look for. (1) separation of joints
(2) cracks or breaks
(3) accumulation of salts or minerals
b) Extend out into the lagoon beyond the toe of the bank slope
c) Be supported by piers, posts, or a cradle to prevent sagging,
4. Vegetation - brush and trees on the embankment must be
controlled by =wiag, spraying, chopping, etc.
5. Pumps - check for proper operation- of.
Recycling pumps
4; b) Itrigation pumps
I. Outside surface water diversions - inspect your diversion system
for the following.
a) Adequate vegetation
b) Diversion capacity
c) Ridge height
waste Utilization Plan
,K*-� Maps of fields to be used for waste application
Amount of maaure produced/used ar!uaily
Waste application method
/E:­ Dominant soil se.ries by fle-d for de[ds that will be used for waste
application
Crops to be gown by *E -.; d

� �=imai IN- e Management Plan CertiFcat: ;
;P!cuse ;vpe or print all iniormaton :hat does not require a signature;
Esistitit:; 4r New`' ,off 'E-coartded (please circle tine)
Name of Fa m: PIEDMONT JERSEY' S Facility �Fa:
--
Owner(s) Name: COREY LUTZ Phone No: (704 ) 324-5059 (H )
Mailing Address: 2245 STARTOWN ROAD, NEWTON, NC 28638
Farm Location: Fourteen Digit Hydrologic Unit:_ 0305010 2 +00 ! O
Latitude and Longitude: 2E � �1r/ SIB 1'� 2 County: LINCOLN
Please attach a copy of a county road map with location identified and describe below (Be specific: road
names, directions, milepost, etc.): LOCATED ON RITCHIE ROAD IN NORTHWEST LINCOLN
COUNTY.
QQeration Description:
Type of Swine No. of Animals
0 Wean to Feeder
0 Feeder to Finish
0 Farrow to Wean
0 Farrow to Feeder
O Farrow to Finish
Type of Poultry No. of Animals Type of Cattle N2 . of Animals
13 Layer X Dairy 0
© Pul:ets O Beef
Othe • Type of Livestock: Number of Animals:
Acreage Available for Application: 118.5 Required Acreage: 64
Number of Lagoons / Storage Ponds: 1 Total Capacity: 89,232 Cubic Feet (ft3)
Are subsurface drains present on the farm: YES or NO (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 plan 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 will require a new certification to be submitted to the Division of
Environmental Management before the new animals are stocked. I (we) understand that there must be no discharge of animal
waste from the storage or application system to surface waters of the state either directly through a man-made conveyance or
from a storm event less severe than the 25-year, 24-hour storm and there must not be run-off from the application of animal
waste. I (we) understand that run-off of pollutants from lounging and heavy use areas must be minimized using technical
standards developed by the Natural Resources Conservation Service. The approved plan will be filed at the farm and at the
office of the local Soil and Water Conservation District. I (we) know that any modification must be approved by a technical
specialist and submitted to the Soil and Water Conservation District prior to implementation. A change in land ownership
requires written notification to DEM or a new certification (if the approved plan is changed) within 60 days of a title transfer.
Name of Land Owner: -
Signature: ' i e Date:
Name of 1vlana;er(if different :rom owner):
Signature: Date:
AWC -- April:4, 1996 1

MR. COREY A. LUTZ HAS COMPLETED ALL OF THE
: NECESSARY REQUIREMENTS PURSUANT TO
CERTIFICATION, WITH. ONE. EXCEPTION. MR.
LUTZ HAS NOT COMPLETED THE FENCING AS
REQUIRED IN HIS PLAN. MR.-LUTZ•HAS ASSURED
ME THAT THE FENCING WILL BE COMPLETED IN
14
-TBE NEXT 2 3 MO \ i �{
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Techn�;:-specialist Certification
1. As a technical specialist designated by the North Carolina Soil and Water Conservation Commission
pursuant to 15A NCAC 6F .0005, I certify that the animal waste management system for the farm
named above has an animal waste management plan that meets or exceeds standards and specifications
of the Division of Environmental Management (DEM) as specified in 15A NCAC 2H.0217 and the
USDA -Natural Resources Conservation Service (MRCS) and/or the Notch Carolina Soil and Water
Conservation Commission pursuant to 15A NCAC 2H.0217 and 15A NCAC 6F .0001-.0005. The
following elements are included in the plan as applicable. While each category designates a technical
specialist who may sign each certification (SD, SI, WUP, RC, 1), the technical. specialist should only
certify parts for which they are technically competent.
IL Certification of Design
A) m
Ch
uckappropriate box
F ix sting facili without retrofit (SD or WUP)
Storage volume is adequate for operation capacity; storage capability consistent with
waste utilization requirements.
r
O ' hFew, e2cgapded or retrofitted facility (SD)
j Animal waste storage and treatment structures, such as but not limited to collection systems,
lagoons and ponds, have been designed to meet or exceed the minimum standards and
specifications. r�
' Name of Technical Specialist (Please Print): C. Lia" M 11v�E?t�
Affiliation: )-At-tyd fl?SC'-jt _,tl't'P-C O �, r.GPyt_-j•tr-p
...Address(Agenc ): t.l�. [ Phone No. �—
? • Signature: `'(►{,� Date: �'L- ('S-
1
B) Land Annuotton Site (WUP)
The plan provides for minimum separations (buffer,); adequate amount of land for waste
,le, utilization; chosen crop is suitable for waste management; hydraulic and nutrient loading rates.
Name of Technical Specialist (Please Print):C.� 41
Affiliation: CWc
Address(ALency - t 'hone No.:k_r�,
Signature: Date:
C) Runoff C2ntEols from is
Check the appropriate box
0 Facility without eyterigf Igtg (SD or )ArUP or RC)
This facility does not contain any exterior lots.
W"' acility with exterior_I is (RC)
Methods to minimize the run off of pollutants from lounging and heavy use areas have been
designed in accordance with technical standards developed b NRCS.
Name of Tech`niicaalnSpjeyci'ali1st (Pletase Print): 4-v , js� :+
AFig1:...; ..,. i )4 1 l�•t f 1 51Y El'n 1 4r�/r't Il/•'iCC r /^.r-AC,n• 1 AL,'_ "�T
r, S L 1hCC 1 L l C Phone No.: Address(Agency): ( _ �. �- G� �5�
Signature: Date: �2.. ��C"
c
AWC -- April 24, 1996

�:;;�:,Eicatinn :�na HannlingrF��pmknt
Cnec_x the appropricue box
J E cistin0.facility with existing waste acppiication e� �ipmertt (WUP or I)
Animal waste application equipment specified in the plan has been either field calibrated or
evaluated in accordance with existing design charts and tables and is able to apply waste as
necessary to accommodate the waste management plan: (existing application equipment can
cover the area- required by the plan at rates not to exceed either the specified hydraulic or
nutrient loading rates, a schedule for timing of applications has been established; required
buffers can be maintained and calibration and adjustment guidance are contained as part of the
plan).
❑ New or expanded facility: or existing. facility without existing waste application equipment (I)
Animal waste application equipment specified in the plan has been designed to apply waste as
necessary to accommodate the waste management plan; (proposed application equipment can '
cover the area required by the plan at rates not to excesd'either the'specified' hydraulic or
nutrient loading rates; a schedule for timing of applications has been established; required
buffers can be maintained; calibration and adjusttent guidance are contained as part of the
_ _y :plan). - S i -`', .hL k,rl irk r-•` :-� ! C, o c
'f.` .- • .� rh . , _ .}LAY-`tr"in � i ':svr �' _ -�•?A! `�. , .
{ Name of Technical Specialist (PI ase Print):
Affiliation: �..�.
r'
Address(Age ); ,n S �„ � G 7 `_Phone No.: /"]
"Signature: Date`
- III. Certification of Installation
.A) Collection, Swag . Treatment Installation
New,m tided or retrofitted facility (SI)
Animal waste storage and treatment structures, such as but not limited to Iagoons and ponds,
have been installed in accordance with the approved plan to meet or exceed the minimum
standards and specifications.
For existing facilities without retrofits, no certification is necessary.
Name of Technical Specialist (Please Print):
Affiliation:
Address (Agency): Phone No.:
Signature: Date:
AWC -- April 24.:996 3

B) La[!ddaVIIiicalioB Si#e (WUP)
Check the pprophate box
3 The cropping system is in lace on all land as specified in the animal waste management Ian.
. PP � P P � P
ZI Conditional Approval: alI required land as specified in the plan is cleared for planting; the
cropping system as specified in the waste utilization plan has not been established and the
owner has committed to establish the vegetation as specified in the plan by
(month/day/year); the proposed cover crop is appropriate for compliance with the waste
utilization plan.
❑ Also check this box if appropriate
if the cropping system as specified in the plan can not be established on newly cleared
land within 30 days of this certification, the owner has committed to establish an interim
crop for erosion control;
Name of Technical Specialist (Please Print): CL�rrJ>v�
-Affiliation:
Address(, ): 1 t T Phone No:+
.+x Signature: Date. ' ��$-22
r� This following signature block is y to be tiled when the box for conditional apFroval in I L B '
above has been checked.. -
I (we) certify that I (we) have committed to establish the cropping system as specified in my (our) waste ',• = .
utilization plan, and if appropriate to establish the interim crop for erosion control,land will submit to
DEM a verification of completion from a Technical Specialist within 15 calendar hays following the date .
specified in the conditional certification. I (we) realize that failure to submit this ;verification is a
•• violation of the waste management'plan and will 'subject me (us) to an enforcement action from DEM.
Name of Land Owner:
Signature: Date:
Name of Manager(if different from owner):
Signature: Date:
C) Runoff Controls from Exterior Lots (RC)
Facilily with erlgjiof lgtg
Methods to minimize the run off of pollutants from Iounging and heavy use areas have been
installed as specified in the plan.
Forfacilities without exterior lots, no certification is necessary.
Name of Technical Specialist (Please Print): t(.ph LL • Sm
Affiliation-
Address(Agency) v): �., R} '''' Ei Phone No.: a
! .�
Signature: t--` t(• Date:
AWC -- April 24, 1996

D) Angiiion -ind Handling IF-aIjinglent Installation (WUP or I)
Check :he appropriate block
3/Animal waste application and handling equipment specified in the plan is on site and ready
for use; calibration and adjustment materials have been provided to the owners and are
contained as part of the plan.
Animal waste application and handling equipment specified in the plan has not been
installed but the owner has proposed leasing or third party application and has provided a
signed contract; equipment specified in the contract agrees with the requirements of the
plan; required buffers can be maintained; calibration and adjustment guidance have been
provided to the owners and are contained as part of the plan.
❑ Conditional approvalAnimal waste application and handling equipment specified in the
. plan has been purchased and will be on site and installed by
(month/day/year); there is adequate storage to hold the waste until the equipment is installed.. ;
and until the waste can be land applied in accordance with the cropping system contained .
in the plan; and calibration and adjustment guidance have been provided to the owners kid
4are contained as pan of the plan.
r • -, ., „,
Name of Technical Specialist (Please Print): ez1 �eLV
• Affiliation: t.. I gffka
]"r
. wI A •
Address
No..,
w7LsLlLi lLli G. L/QaL.. .
The following signature block is only to be used when the box for conditional approval in III D
above has been checked.
I (we) certify that I (we) have committed to purchase the animal waste application and handling
equipment as specified in my (our) waste management plan and will submit to DEM a verification of
delivery and installation from a Technical Specialist within 15 calendar days following the date specified.
in the conditional certification. I (we) realize that failure to submit this verification is a violation of the
waste management plan and will subject me (us) to an enforcement action from DEM.
i Name of Land Owner:
Signature: Date:
Name of Manager(if different from owner):
Signature: Date:
Please return the completed form to the Division of Environmental Management at the
following address:
Department of Environment, Health, and Natural Resources
Division Of Environmental Management
Water Quality Section, Compliance Group
P.Q. Box 29535
Raleigh, NC 27626-0535
Please also remember to submit a copy of this form along with the complete Animal Waste
,Management Plan to the local Sail and Water Conservation District Office and to keep a copy in
your files with your animal Waste Management Plan.
AWC -- April 24, 1996

TECHNICAL.'SPECIALIST FOR ANIMAL WASTE MANAGEMENT CERTIFICATION
DESIGNATION CATEGORY
-CODS �
", AREA OF AUTHORITY
Collection, Storage,!,.,
SD w(design)' '
-,.lagoons,—storage ponds, dry stacks, storage structures,
and/or Treatment
SI-'(installation)
-composters, pushoff ramps, curbing and other similar
-.
structures .
Waste Utilization Plan
WUP
- design and installation (development and
implementation) of land application plans
including crop and acreages available to meet nutrient
budget, hydraulic and nutrient loading rates, placement
of application site buffers.
f-:-measurement of existing storage volume
- confirmation of existence -and compatibility of land
application equipment with waste utilization plan
- c_rtification of cropping systems
-..confirmation of absence of exterior lots
i
- confirmation of sludge and effluent removal and
_
application at agronomic rates for lagoon closure
Runoff Controls
RC
- design and installation of filter strips, grass
channels, and related burps used to reduce runoff from
exterior lots (primarily dairy operations)
Irrigation Equipment
I
- design and installation of irrigation systems to
include pipe size, pump horsepower, nozzle size, system
layout, thrust blocks, etc. and operation plan to meet
of.Waste Utilization Plan (hours per set, etc.)
f-6riteria
Technical Specialists are designated by the Soil and -Water Conservation Commission pursuant to 15A NCAC 6F.0005.
Technical Specialists should.only4ce.rtify,partsyofa plan for which they are technically competent.
- a

ZY TO MAP
h.1.
7- w
M.:�R•,�-
'�a'v_i: r i f ." j:�j � •t �,, r� .s:''h'� r 'P' s1 1 �v �v t
�- k r� , ,' . D ". y
yr.4i-�d-'� t 't
1271
.,-:'.-ZONE C
a. 1f� - a r '•
war � �`'+• `i;'g *+":"> ,� - ' - ' '� $. ,
!� vi . 1279 r r
:r3"_ �1
31'
500-Year Flood Bou%.. rV
100-Year Flood Boundary
tone Designations* With
Date of Identification
12/2J74
1100•Year Flood Boundary
500-Year Flood Boundary
iris Flood Elevation Line --�- -`-613
With Elevation In Feet"
Sass Flood Elevation in Feet (EL987)
Where Uniform Within Zone"'"
1:
klevation Reference Mark RM7x
liver Mlle • M1.5
*Referenced to the Nailonai Geodetic Vertical Datum of 1929 .
*EXPLANATION OF ZONE DESIGNATIONS
ONE EXPLANATION
,A Areas of 100-year flood;, base flood elevations and
flood hazard factors not determined.
AO Areas of 100•year shallow flooding where depths
are between one (1) and three (3) f eat; average d epth s
of inundation are shown, but no flood hazard factors
are determined.
AH Areas of 100-year shallow flooding where depths
are between one (1) and three (3) feet; base flood
�- elevations are shown, but no flood hazard factors
+ are determined.
A7-A30 'Areas of 100-year flood; base flood elevations and'
1 flood hazard factors determined.
A99 Areas of TOG -year flood to be protected by flood
protection system under construction; base flood
elevations and flood hazard factors not determined.
13 Areas between limits of the 100-year flood and 500-
year flood; or certain areas subject to 100-year flood-
ing with average depths less than one (1) foot or where
the contributing drainage area is less than one square
mile; or areas protected by levees from the base flood.
(Medium shading)
C Areas of minimal flooding. (No shading)
D - Areas of undetermined, but possible, flood hazards.
V Areas of 100-year coastal flood with velocity (wave ,
action); base flood elevations and flood hazard factors
°Y not determined.
V1430 Areas of 100•year coastal flood with velocity (wave
action); base flood elevations and flood hazard factors
determined.
NOTES TO USER
;Certain areas not in the special flood hazard areas (zones A and V )
may be protected by flood control structures.
This map is for flood insurance purposes only; it does no: * s-
sadly show all areas subject to flooding in the corr.1' ty or
all planimetric features outside special flood hazaml4-
For adjoining map panels, see separately r:•�' Index To Map
Panels.
r;rt'IAL• IDENTIFICATION:
0ECVABER 27 1974
F_•�'JD H4 .1•41 .?nUNDAHY MAP 9EVIS!CN:::
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DAM SAFETY , - .
The Corey Lutz Dairy operation contains a waste storage pond.: This pond does not fall
under the Dam Safety Law of 1967.,See following information on what the Law requires.
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DAM SAFETY LAW OF 1967
(As Amended by The General Assembly of 1977)
143-215.23. Short Title - This part shall be known and may be cited as the Dam Safety Law
of 1967.
'•143-215.24.- Declaration of u ose - It is the purpose of this Part to provide for the
certification and inspection of dams in the interest of public health, safety, and welfare, in
order to'reduce the risk of failure of dams; to prevent injuries to persons, damage to­roperty
` and loss' 'of reservoir storage; and to ensure maintenance of minimum stream flows below such
". „dams of•4adequate quantity and quality. (1967, c. 1068, s. 2.)
r.
;;•,' a 143-215.25:`� De£initioris -'As used in this Part, unless the,context otherwise-=equires:,
1 � . . � � 1 '4r .-6 .. .. .._ -., •.ra :;- .;. .,. ... r- ., q`•-lea 1 -• :• _.'yl � -.•r� `p '...••+. :Y •
.. ._-....
!Cammissiaa".means the EnvironmentaManagement. Commission l ~ ,� .'� A1r=a 1' . A4 4 %
� ,f9. Ran '•14.� its n Fj�V�� rL. l� - - , . '
( )I'Tl am •means thexdam (and 'appurtenant. works) for the impoundment'or'diversion of
water;z.exceptthat it, shall not include: - s. r::r'k•:..; ,'.t.•.! +•. ,. ',s;.,�7,p .+3 :-•- .
t"-
J.
:R' "a:'Anp dam acoQstructed by the United States Army Carps. of .Engineers; the' Tennessee
Fr •ar �eF 1 �'" a
{ � •Valleyr_ •Authority, -or "any other department, or •a&encp., of the United States
^rp^'::' 4"" ; ,4overnment, =when such department or agency designed or ;approved 'plans" and
t41 ii" r ti 1;`'supervised construction.
Any dam or fli'Jod retarding structure constructed with financial "assistance from
F-Lhe' United States Soil ' Conservation Service, when said agency designed or
.: w 4approved plans and supervised construction.
c..;.The exemptions conferred by items a and b of this subdivision"shall cease when
"thesupervising federal agency relinquishes authority .for operation"and
A T,: maintenance to a local entity. µ.. V , •• . ,
> T:
Y„ d. _'Any dam licensed by the Federal Power Commission, or for which a license
•- application is pending with the Federal ,Power Commission, or for use in
f .. connection with electric generating facilities .to be cons tructed'pursuant to a
of public convenience and necessity from the North Carolina
?` Utilities Commission, provided that small power producers as defined in G.S.
..:,62-3(27a) shall be subject to the provisions of this Part .even though certified
..by the North Carolina Utilities Commission.
..'. .,:e..; Any dam under a single private ownership, providing protection only to land or
'property under such ownership,: and posing ao threat ,to life.or .property
.h
c below the property unifier such single ownership. '.,b•_ ; - ... . ' _� ,
`.°f. ;Any dam less than 15 feet in height (measured from ,original stream bottom to
t ": crest of dam) or whose impoundment capacity is'less than 10 acre-feet.
Y1' {3) "Department" means the North Carolina Department of Natural Resources aad•Community
„.v. 'Development.
(4) "Minimum stream flows" or "minimum flows" means stream flows of a quantity and
quality sufficientin the judgment of the Department to meet ,and maintain stream
classifications and water quality standards established by the Department of Natural
d Resources and Community Development under G.S. 143-214.1 and applicable to the
waters affected by the project under consideration. In order to ensure that such
.classifications and standards shall be met and maintained, the Department may impose
such conditions and requirements in orders and written approvals issued under this
Part as, in its judgment, may be necessary to this end, including conditions and
requirements relating to the release or discharge of designated flows from
impoundments, the location or design of water outlets for impoundments and of water
intakes, the amount and timing of withdrawal of water from a reservoir, and the
construction of submerged weirs or other devices designed to satisfy minimum stream
flow requirements.
300 Coles of t: i s public c n: .,ere _ ,.-.te at a cost of S34.14 c_-

(5) "Ferson" includes -any and all persons, includ .ng 4_nd:::±cu�..=iz-zs, part-
.
nerships, associations, public or pri•rate institutions, mur'ciaalities or
political subdivisions, governmental agencies, or private or public corpora-
tions organized or e.,dsting under the laws of this State or of any other
State or country.
143-215.26 Construction of dams - (a) No person shall begin the construction
of any dam, as defined by this part, until at least 10 days after fi]_:ng with the
Department a statement concerning its height, impoundment capacity, purpose
location and other information required by the Department. Persons proposing con-,
., structien described in 143-215.25, subparagraphs (2) a and f will comply With malaria
control requirements of .the State Board of Health. If on the basis of„ this informa-
tion _.
tion the Department is of the opinion that the praposed''dam'is not exempt from the
r provisions of this Part, it shall so notify the applicant, and construction ushall not
� A,',', -'be commenced until "a full application is filed by the"�appiicant'=aiid-"approved' as �:
Provided by IL3-215.29. The Department may also require of applicants ;so,,notified
the filing of such additional information `as' it'deems riecessaxg,
not limited to,~streamfl.ow and rainfall 'data',""' ps,"`plans andl spe ifications. Eery'
-; .'applicant for approval of a dam subject to the provisions of this�Part shall also
;file with the Department the certificate of an`engineer''or.cntractor,legally r
.--,qualified in the State of North Carolina `that he is" responsible for the design of the .
dam, and that said design is `safe and adec;uate . ` Shavld the. .applicant have a W
professional engineering staff the certificate of ;a••registered .professional'' engineer,
.,member of that staff legally qualified in'the State of North Carolina will constitute
'compliance.
,.�
{b) When as application has been completed .pursuant, to the preceding subsec-
the Department .shall refer 'copies of. the completed application papers to the
�-'State Board of Health,'the Wildlife Resources'Commission, the Board of Transportation,
and such other State and local agencies as it deems appropriate for review and comment.
143-215.27 Repair, alteration, or removal of dam (a) Before commencing the
-.; .repair, alteration or removal of a dam, application shall be made for written appro-
- val by the Department, except as otherwise provided by this Part. •The application
'.shall state the name and address of the'applicant, shall:adequately detail the
-.changes it proposes to effect°"and shall be accompanied by maps, plans,. and specifica-
tions setting forth such details and dimensions as the Department requires. � The
:,,,,k,;,-wDepartment may waive any such requirements. The *application shall. give such other
,-.----.,:,,information concerning the dam and reservoir .required by the Department, such
information concerning the safety' of any change as_it may .require,. and shall state .
r.: athe proposed time of - commencement and. completion of the work. When an, application
has been completed it shall be ' referred by the Department for agency review 'and report,
. � as provided by subsection (b) of 143-215.26 in the case of original construction.
(b) When repairs are necessary to safeguard life and property they may be
started immediately but the Department shall be notified forthwith of the proposed
repairs and of the work under way, and they shall be made to conform to its orders.
lL3-215.28 Action by_Commission upon applications - (a) Following receipt of
agency comments the Commission shall approve, disapprove, or approve subject to conditions
necessary to ensure safety and to satisfy minimum stream flow requirements, all
applications made pursuant to this part.
(b) A defective application shall not be rejected but notice of the defects
shah be sent to the applicant by registered ma`? . If the applicant fails to file a
perfected application rwithin 30 days the original shall be canceled unless further
time is allowed.
-2-

(c; if the C.:_ ssian caV _ 1'.7, ..._ _ Z"a 7 ::a returned
with a statement of its objections. 2_..-`._stion is approved, the approval shall
be attached thereto, and a copy returned ;eg_stered mail. Approval shall be
granted under terms, conditions and limitations which the Commission deems necessary
to safeguard life and property.
(d) Construction shall be commenced within one year after the date of approval
of the application or such approval is void. The Commission upon written application
and good cause shown may extend the time for commencing construction. Notice by
registed mail shall be given the Commission at least 10 days before construction is -
Commenced.
143-215.29 Supervision by qualified engineers; reports and modification during-
work - (a) Any project for which the Environmental Management CommissionTs approval is
required under G.S. 143-215.26, 143-213.27, and G.S. 143-215.28, and any, project
undertaken pursuant to an order of the commission issued pursuant to'this section or,;-
G.S. 143-215.32.shall be designed and.supervised by an engineer legally qualified'in..
the State of No h'Carolina.
rt '
(b) During the construction, enlargement, repair, alteration or removal -.o£.a�
dam, the Commission may require such progress..reports,from the supervising`engineer
as it deems necessary. _ �- _. •� r; a ;+ : s.
(c) 'If during construction, reconstruction, repair, alteration ~or enlargement
of any dam, the Commission' 'finds the work is not being done in accordance' with the `
provisions of the approval and the approved plans and specifications, it ;`shall` git'e '' `"''•.
written notice by registered mail or personal service to the person who •received, the
'"
• • approval and to the person in charge -'of construction at the dam.. a The "notice' she'll
state the particulars in which compliance has not, been made, and, shall order-',
immediate compliance with the terms of the approval, and the approved plans anc?
specifications. The Commission may order,that no further construction work be, under-_.f_:
•::
taken until such compliance has been effected and approved by the Commission:`
failure to comply Frith -the -.approval and the approved plans and specifications= shall
render the approval revocable unless compliance is made after notice as provided in •--
this section. - . ..
143-215.30 Notice of completions certification of final approval (a)immediately
upon completion, enlargement, repair, alteration or removal of a dam, notice
of completion shall be given -the Commission. As soon as possible thereafter supple- Y;
mentary drawings or descriptive matter showing or describing the dam as.actually con- "`9'•:!:
r.
structed shall be filed with the Department in such detail as the Commission'may''requi'=e ,'-
(b) When as existing dam is enlarged, the supplementary drawings and descrip-�,
tion matter need apply only to the new work. s6;
Cf✓.
(c) The completed work shall be inspected by the supervising engineers,'ind
upon finding that the work has been done' as required and that the dam is safe and
,satisfies minimum stream flow requirements, they shall file with the Department a
certificate that the work has been completed in accordance with approved design, plans,
specifications and other requirements. Unless the Commission has reason to believe
that the dam is unsafe or is not in compliance with any applicable requirement,
regulation, or law, the Commission shall grant final approval of.the work in accordance -
with the certificate, subject to such terms as it deems necessary for the protection
of life and property.
(d) Pending issuance of the Commission's final approval, the dam shall not be
used except on written consent of the Commission's subject to conditions it may impose.
143-215.31 Supervision over maintenance and operation of dams The Commission
shall have jurisdiction and supervision over the maintenance and operation of dams
to safeguard life and property and to satisfy minimum stream flow requirements.
The Commission is hereby authorized to adopt such standards for maintenance and
operation of dares as may be necessary for the purposes of this part. In its dis-
cretion the Commission may vary the standards applicable to various dams, giving due
consideration to the minimum flow recui_ements of the stream, the type and location
of the Structure, the hazards to a'r.��.. _- ma, --e exposed, and the per__ c' 1_22 and
proper z:lie ?V@ _ :t i3__ �� Cr 3-_'_�L"1 its func__Cn.

143-215.32 of dams (a) The Department is hereby authorized aC
any time to inspect any dam upon receipt of a yaritten request of any affected person
or agency, or upon a motion of the Environmental Management Commission. Within the
limits of available funds the.Department shall endeavor to provide for inspection of
all dams at intervals of approximately five years.
(b) If the Department upon inspection finds that any dam is not sufficiently.
strong, or is not maintained in good repair or operating condition, or is dangerous A.r
to life or property, or does not satisfy minimum stream flow requirements, the
Department shall cause such evidence to be presented to the Commission and the
Commission may issue an order directing the owner or.owners "of the dam to make -at his ,;,
or her expense maintenance, alterations, repairs, or reconstruction, changi,.in con-
struction or location, or removal as may be deemed necessary by the Commission
within a time limited by the order, -snot less than ninety days from the date`of, rs.a ;
issuance of�each order, except in the case of extreme danger to Ithe safety7of Jife
or property, as provided by subsection (c) of this section.
"- ..p_ u ra,'• � +. : _ ...:.ri^f, _. .`.�.:� .s'.`.: y R n.t +,' ,fS'ia+'.��
(c) If at any time the condition "of any dam �° 5s becomes o dangerous to,the .safety:
t of Iife or property, in the opinion of the Commission,' as not to pirmit'sufficient
-time for issuance of an order..in the`manner'provided by, subsection (b)..of this,section
the Commission may immediately take such measures as mayr be'essential to,,prpvide
'emergency protection to .life "and property,' including' the, lowdririg of tire-Hlevel jof
reservoir, by releasing water impounded or the -destruction'. in or in. part ,of
,.. u.-... :.
dam or reservoir. -•,The• Commission may recover the costs of such measures from the
owner or owners.by appropriate legal action.'--.--
-. .+ :''i'1 S�i`t w:i � '..-��'•'s 1 ...i .:: dr-'" •*._ - a fr i'..,,,_+ 'I �w
a. (d) .,uFor the -purposes of this section the word "dam" shall•.mean',any dam,posing
present threat to human Life orTproperty regardless of _its size and impoundment��
".
.bthosedms rtexcandcapacity, ep
143-215.33 'Judicial review - (a) Any person against whom a final order or
decision has been entered by a hearing officer pursuant to G.S. 143-215.23 at seq."
shall be entitled to a review 'of -the order or decisimmi
on by the full Cossion upon.",�.,Ay�• ±
written demand by..such person within,'10 days following'not icd'of the order -or decision _'
given by registered or certified mail. ',-The Commission shall review the order.or "r« ;h: r,
decision, the transcript of .evidence and exhibits submitted'at'heariag, and other
pertinent matters, and, if ,good ground be 'Shown' therefore shall -reconsider the,
evidence, receive further evidence, rehear the parties or I'd representatives,. and
affirm, modify, or vacate the order or decision. If the"order.:or' decision was _ -
entered pursuant :to' a hearing 'conducted by a member or members• of .the Commission,
such member or'. -members shall be disqualified from sitting'"in"review-of. the order or.!, r'
decision. A majority of the members of the Commission shall constitute the full
r° Commission on review.
(b) If an applicant under'this-Part, or owner of a dam which is the subject 3 "
of an application, or any landowner whose property would be endangered by failure of :._--
a dam, are dissatisfied with any final order or decision of the Environmental Management '
Commission issued under this Part, he (or they, as the case may be) shall have a right
of appeal to the superior court pursuant to the provisions of Article 4 of Chapter 150A
of the General Statutes.
143-215.34 - Investiaations by Department; Rules and Regulations; Emplovment of
Consultants - The Department shall make such investigations and assemble such data as
it deems necessary for a proper review and study of the design and construction of
dams, reservoirs and appurtenances, and for such purposes may enter upon private
property. The Commission may adopt such rules and regulations as may be necessary to carry
out the purposes of this part. The Department may employ or make such agreements with
geologists, engineers, or other expert consultants and such assistants as it deems
necessary to carry out the provisions of this Part.

143-215.35 Liabilit,r for damages - No action shaii be brought against the
State of North Carolina, The Department, or the Environmental Management Commission
or any agent of the Commission or any employee of the State or the Department for
damages sustained through the partial or total failure of any dam or its maintenance
by reason of any supervision or other action taken pursuant to or under this Part.
Nothing in this Part shall relieve an owner or operator of a'dam from the legal duties,
obligations and liabilities arising from such ownership or operation.,;;
143-215.35 Enforcement Procedures - (a) Criminal penalties - Any person whoo� '•�
shall be adjudged to have violated this article shall be guilty of a misdemeanor�
and shall be liable to a penalty of not less than one hundred dollars ($100.00)_nor.y
more than one thousand dollars ($1,000.00) for each violation. 'In ,addition, :if any,;:y.:
person is adjudged to have committed such violation willfully,•" -the court may determine,'
w y. .•
that each day during which"such violation continuad constitutes a separate violation 44
s subject to the foregoing enal r; r r'" 7 :�.: s�. ,, �•
(b) ' Civilfpenalties = {I) 'The' Environmental• Management Commission may assess, 'r sr
a civil penalty of aot..le'ss " thata' oneT hundreds dollars µ($100:00)"" nor 'more 'th'aa�two
w r...a. b . r,:,
.,hundred fifty • dollars ($250.00) "against "any person who violates any provisions off
or any any order issued pursuant "to this Part; —or who violates"any du3y';adopted,'regulation
of the Commission 'or its predecessor implementing the provisions of this Part:"
(2) "',If any action or fellure to act for which a penalty may be :assessed under ��
this Part is willful, the Cormmission may assess a penalty not to exceed two hundred`��
fifty dollars _($250.00) per'day 'for each dap .of violation.
(3) -In determining the amount of the penalty, the Commission shall consider' LL
the degree and extent of harm caused by the violation and the costofrectifying,
t;. the damage. - { -
(4) Any person assessed shall be notified of the assessment by registered or`6°_r�
certified mail, and the riotice shall specify reasons for the ""assessment. "`If 'the `.
_ person assessed fails to pay the amount of the assessment to"the Department of
Natural and Economic Resources within 30 days after receipt'of notice; the
Commission may request the Attorney General to institute a civil action in the
Superior Court of the county or counties in which the person assessed resides or
has his or its principal place of business, to recover the amount of the assessment:
In any such civil action, the scope of the court's review of the Commission's action
(which shall include a review of the amount of the assessment) shall be as p,
provided in G.S. 150A-51.
(c) Injunctive relief. Upson violation of any of the provisions of, or any
order issued pursuant to this Part, or duly adopted regulation of the Commission =
or its predecessor implementing the -provisions of this Part, the Secretary of the F
Department of Natural and Economic Resources may, either before or after the
S .,+
institution of proceedings for the collection of the penalty imposed by this Part
-for such violations, request the Attorney General to institute a civil action in
the Superior Court of the county or counties where the violation occurred in the
name of the State upon the relation of the Department of Natural and Economic
Resources for injunctive relief to restrain the violation or require corrective
action, and for such other or further relief in the premises as said court shall
deem proper. Neither the institution of the action nor any of the proceedings
thereon shall relieve any party to such proceedings from the penalty prescribed by
this Part for any violation of the same.

f
10--215.37 Ri& is of investigation, entry, access and insvection - .The
Commission shall have.the right, to direct the conduct of such. investigations as
it may reasosiably deem necessary to carry out its duties -prescribed in this Part,
and the Department shall have the 'right, 'to conduct such investigations, and for .:
this purpose the employees of the 'Department ' aid.,agents of. the, Commission have .the
right to enter at reasonable times on a� property, }public or 'private, for the
W purpose_ of investigating the, condition, construction, :or .operation of,. any .dames or.,'.
" associated equipment facility or. property, 'snd to ,requlr!i ; wz-,Ltten"`statements •,ark the
filing of rBparts under oath' 4ith "respect ;to pertinent. questions relating to the..
..'`-construction or operation of ,mpg dam: 'Provided., that -no person, shall ,be' required
'to disclose ' a secret. fox rsiz].a;;;•processes o`r. ,,arty. manufac
methodd used ,in turing: opera- I
:tion or any acnfidential business activ3t3.es._carried'oa. by p'-�
,�, y him"or. �der:liis'3super�isioii. ,'No person shall .refuse entry or access
r :authorized representative�,of the C �iss-iori,or .Departiiit'`o :requests.�;entry.for�4
""o in ec a ^ "''� a ede ti s w:aor�: eiisll k"- r Ptu�poses f- Lis do , and' who' presents; epprapri to cr n a3. , aRy ,
arson" ob t- r L x r K t n 1
p. s r`Qdt', hamper or, in terfere��thaz�y�swch representatiave ahiletin��the f*-*
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x�o'cess o carrying out his of clU P fi �-duties.;>•
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'WASTE MANA
GEAUNT SYSTEM. DESIGNS AND
ORMA '.
TION'."
4'
4-1
fit
P ILA,

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,'PROJECT: WASTE MANAGEMENT SYSTEM
OWNER i' CO R LUTZ
,ros er ss iv
t G
DAIRY SIZE 240 JERSEY 'COWS
Iti 7 'y
r ,COUNTY-LINCOLN 4 r
,..fit ry1. � �_ a . .t s, -A•r r `.,� Yf' 6,
PLANNED BY Elton Barber, District Conser`vation�st' «�
`Rick McSwain;T-: District Soil ,Consexvat mist
Samuel oC.. Bingham;Civil ,Engineer sfi II a,
Mac Edgerton; ,Civil :Engineer'Technician t_; ,APPROVED BY.

WASTE MANAGEMENT SYSTEM
I. Waste Management Problems
Mr. Lutz has approximately 200 Jersey Milk Cows on a
farm in Catawba County. The Catawba MRCS Office have
determined that it is not practical to upgrade facilities. at
Mr. Lutz's present location. Mr. Lutz is willing to move to
another location that is presently less urban.
At the new location Mr. Lutz plans to. pasture cattle..,;
: using paddock technology to graze cattle . . A.' roofed feed
' w . ":.Structure will .be constructed .to "feed concentrates'- all:.year _ ti� y� ,!�, .. - :
_ round and silage during periods ,when grazing is not an::
{ option. Space will be planned 'for freestall 'additions of ,lit a j becomes necessary at a later','date
Two trench silos will be constructed 'adjacent jto the'
7; new facilities.
40 heifers day old to 200 1bs will be kept in hutches
and sheds near the milking parlor. -
-50 dry cows will be confined to "pasture on .the farm
II. Waste Management Objective.
A system will,_ be planned to economically '.as possible
handle all the problems described above in a manner. that 1,
does not degrade air, soil or water resources." The system
planned will prevent discharge of pollutants to surface'and
ground water by recycling waste through soil and plants.
The following design and plans will be required:
A. Waste Storage Pond for Polluted Runoff, Milking Parlor
Wash Water, and Manure
4 All surface runoff from unroofed concrete areas, Y-
,.,milking parlor wash water and manure will be.stored in a
:r waste storage pond. The waste storage pond volume.(storage
_"period) is the main factor which determines the management
which will be required to prevent an illegal discharge..,"°
Polluted water should not be applied to land that is frozen,
snow covered, or saturated.
A storage period of 1 year would be desirable to allow
flexibility in managing the application system to prevent a
discharge. Mr. Lutz indicates he may in the future go to
total confinement. This will allow adequate storage for
this change. The storage period will be reduced for any
additional manure stored.
The Waste storage pond is located over 100 ft. from the
nearest well. The waste storage pond is located no closer
than 'x50 ft. from any residence other than the owner or his
tenants.

An irrigation system will be used to empty ponds.
B. Clean Water Exclusion.
r Clean water will be excluded from the feedlot and waste
storage ponds to the fullest extent possible. Diversions, -
piping and guttering will be used where practical.
C. Livestock Exclusion And Filter Areas
Filter areas will be planned belowany .watering'.tanks;' k
4 lounging areas and stock trails.These filter -areas
infiltrate .part of the first flush ,and vfilter sediment
;organic particles Cattle will 'be fenced .out of all ",s.y,4�,
' streams. A stock trail,will be established across* tlie' ,'
:' pasture . This trail ••will be located near the' ridge and will ,
--'also .-serve as a sacrifice .area 'in `bad weathe=.
nD. WaFote Utilization
Sufficient land shall be available to properly.,spread
-waste/at locations, times, volumes, antai
d rates that mainns,`4
' ..air, Moil and water ,resources Waste :applications.°will ;be.` k
based on soil and waste analysis.. -Awaste utilization plan st
"will 'be 'prepared.'' t
E. Operation and Maintenance Plan'
~ fi; The owner shall be responsible for operating and ,y
'maintaining the system. An operation plan will be prepared.-
F. Emergency Action Plan
An emergency action plan will.be completed for'the
-waste storage pond to be constructed. ;

III. Waste Storage Pond for Polluted Runoff, Milking
Parlor Wash Water and Manure
A. Design -Volumes
1. Normal Runoff for 365 day period -
Drainage area surfaced lot. Use average runoff values
in Ag. Waste Management Field Manual. Pipes or:concrete '
channels shall carry -25.yr - 24 hr runoff to Waste Storages:
Pond.
' Drainage Area_' = 5; 000 sq ft •°.Surface = 3; 000 ,sq'
s ,h,;• Y.. e,Unsurface
-SUP
FACE ti T�T[fTT��ly� F ry
6r, .iJN$Va\i-A4E
' NORMAL s, RUNOFF : ;'RUNOFF.rz
MONTH ;,,'RAINFALL $ 13' ','DEPTH DEPTH NORMAL EVAP
JAN I.91' Z4 .0 . 73 1.7 '� x
FEB r. Fti ry 3.94 57 2.25 25 0.99 . 'y r ;1.6
MAR 4 .64 .. ,57 ry 2 .64 .24 •1.11
}
3.. ,8APR 3.44 7:58, ,2 00 25 0.86 3
42 49 23 -0.99:53.9MAY tJUN 3:96 0 1..07
60 261.0°2.45-4.•08 4:39'-AUG. 4.24 61 2.59: -31 1.31
,r�
SEP. 3.76 66 32 1.20 '"• 3:2
OCT. 3.71 62 2.30 30 1.11 2.4
NOV. 3.22 57 1.84 26 0.84 1.7 '
DEC 3 .74 57 2. "13 24 0 .90 1.7 `
Try 1 Year:;
Surface Runoff Depth
Unsurface Runoff Dept
h= 12 17" T
Surface Runoff= y27 4r 3; 000 sqft = 6,865 cu f�
12 in/ft
Unsurface Runoff = 12,1711 * 2,,000 sq ft = 2,046. cu ft ,
12 in/ft
2. Rainfall minus evaporation on pond surface
46.69 - 35.7 - 11.0" 0.9 ft/year
3. 25 yr - 24 hr runoff
CN = 95
Rainfall = 5.5"
Runoff = 4.91"
25yr-24hr runoff= 4.2111 * 5,000 sq ft = 2,046 cu ft
12"/ft

4. 25 yr - 24 hr rainfall on pond surface
Rainfall = 5.511 = .5 ft
5. Freeboard + Emergency spillway stage = 1.5
6. " Solids Accumulation
ft
The volume needed for solids accumulation depends on
• the ..following variables:
•?1 W q y df P' ,i� ^N 4'.=. <. }ir rrr+ , ".. J : - �'" I '• it^F} 't:: i +
s a. yManure solids in runoff .water 'from fe�edlot
ti,• . .;
freestall area {ie cleanness of 'feedlot 'a'ridfreestall_area) r� •t
I-' ,�yl '�x /, i5 - ! I >r IT'•JJ -.4 11 Y h, fr' S 9. ` l rk :� i 4
_.ti �4i#y�'•<<
b h :.'s of storage -want Numbe=. of yeared for solids ;s, r
! . 1i i. i N. n "�i i f r: y iT • µ iy� wr;j.
r. . A volume 'o€ I0, 000 cu; ft will be provided for '`solids r }
' @ accumulation. This should provide a "few'`;years ;of ,storage :
''for "'sa"Ad; 'etc that ' cows "drag into.barn `
a 7 Milking Parlor Wash Water"'
..
' �.:. Pipeline and milker wash water �' 100 .gal
Tank wash water ,__ r�,.' :'; `_50 ::gal /iaay,
u=
�* iii�: -Milk 'house floor mash water �`' �300,ga1:/day
iv. Cow wash water al d r
500 gal /dayl
Volume = 500 gal/day*1 cu f_t/7.48 gal*,365 days
24,398 cu ft
8 Volume ,of Waste '
Dairy cows -are in the parlor` and feedlot area 30 ^to "44i
W ?. '.'`.:.of the' -time. 50% of the manure produced .";will be'. collected ,
`in the .waste storage pond.
Volume =200 cows * 9 0 gal/day 4*Y365 days*l cu ft * 50%
7.48 gal/cu ft ;
43,917 cu €t

B. Summary of Design Volumes
1. Surface Runoff 6,865 cu ft
•
2. Unsurface Runoff 2,028 cu ft
-3. 25 year - 24 hour runoff 2,024 cu ft
4. Solids accumulation 10,000 cu ft
5. Milking Parlor Wash Water 24,398 cu ft
6. Manure Volume 43,917 cu ft
-.
TOTAL 89,232 cu ft
7. _;.Rainfall minus evaporation on,;pond surface}L 0- 9 ft
S '' 2 S yr- 24 hr . rainfall on : pond'• surf ace ` • k : 0.5 f
✓ t j - }
9 Freeboard + Emergency Spillway Stage ; 5 ftr.
TOTALt �;;' ' 2 9 ft
l
7r - �',.- r i, t ' •`r5' Y„a
Q', '+,n t y t. i• i 'L
s ;
, ,"ir _ ,d „?j• a
/-0'1d
�$i.zin Was ' Y a• £ 7• 7" A
.
-4. g to Storage Pond
+, I
.�3- , • A 6 5. <.: � i V 1 '. Pil,,. •�ifi, • -S. t YL 1��. -, ' % � L.
134 + * + r
_134 r
ft A.A r" r 3
"1
.9 �,
- s °
2
8.1' ft 2:�
-. t• 1,_
i ,5
., i '_} 4..- t 'Y, T
d
_ .'e. if y-i„ rtr;'+, x-r y%�" -
90' }y* 90 k p,^
-Volume = 8.1/6[90 * 90 + 122.4 * 122.4 +r4(106.2 *106.2)] „<
= 92,064 cu ft
Normal -Pump Out Volume beach ,Year E y
6,865 + 2,028 + 24,398 + 43,917 + 9' X. 134' X 134'
93,368 cu ft
- 25.7-ac-in
- 698, 393 gallons
1
Maximum Storage Level from Top:of Dam
1.51 + .5' +-2,024 cu ft/(126' X 126')
A
T 2 1 ft y ,
D. Pump out elevation' and ESW elevation
The waste storage pond for runoff should be irrigated
before the water level reaches the 25 yr - 24 hr storage
volume. This elevation is 2.1 £t below the top of dam. The
emergency spillway elevation is planned 1.5 foot below the
top of dam.
This waste storage pond will store about 1 year of runoff,
manure and milking parlor wash water. Each year an average
of 698,400 gallons or 25.7 ac-in will be stored.

IV. Clean'Water Exclusion
A. Diversions
Clean water diversions will be Constructed around waste's'
storage pond. The District Conservationist will design all
diversions. Diversions shall be designed to carry the 25 -`
year - 24 hour runoff plus capacity to store some sediment..-:;r.
B . Guttering
Clean water shall be excluded. ton the fullest'.,extent
possible 'by This applies mostly to 'any` new
.guttering.
Yconstruction since guttering will be difficult °.to "install 's tt�.,.•
s
and maintain on existing buildings
�i. li '} ..
S.-" q9i
r•c 't- e i. - . `r i'.. i;S t'rr _ 1i1- fit,.• J k .��^ " � ,F.-1,
, r , , ;:.. .' y.. ±.,•. r. ;. i. k t
'
.. T.).. l",
V. Lounging Areas, Stock Trails and Filter,areast�
`stock
.All (trails consist , of 8" of compacted ABC stony
over a specified type of filter' cloth.: 'All 'stocktrails e$ F
_.
will . be fence,' .,'Runoff from these areas and : lounging areal
:- -
will be directed across we11 •maintained'grass.'sods . Stockw
Trails and Lunging areas will be'located to. provide the
3
maximum grass filter possible.* Swells.or _diversions shall a �wr��
•rf �. d';; be constructed and maintained -along fence -lines :to kickz uy>s
water into filters at frequent intervals. "
,..
i
A. Day old to 200 lb Heifer Group �r"r
5
40•young heifers will be kept in hutches and small
near the milking herd. Approximately 75% of the manure is
collected and spread.
Volume
of manure=40 calves,*1.5 hd da * 365 days*.75 "2,196cuft4
w
h• . 7.4 8 gal / cu ft
Dry Cow Group
50 dry cows are located on a pasture on the farm. Hay
will be fed in rings on ridges when pasture is not =
available. Approximately 25a of the manure will be
collected around hay rings. Manure will be collected and
spread with conventional manure spreader.
Volume of Manure
=50 cows * 10 gal/hd/day * 365 days*.25= 6,100 cu ft
7.48 gal/cu ft

C. Milk Herd Lounging Area
The milking herd will use the stock trail as a lounging
area during.wet periods when pasture is not available., The
stock trail will be located on a ridge across the pasture.
Runoff from stock trail will flow across well maintained
pasture sod.
VI. Waste Utilization Plan
A. Management Facts {ligixid manure)
i. ..h .y„ -•^~ Y 't fir' 'Y
11_''' Manure for "milking'herd..will be°stored in a wasted'
( storage .pond for; approximately wl� year.,;and .will be' irrigated
s r ='. During the course 'of one year, ` this'`facility .will, store
-698, 393 ,gallons. or 25:7 ac-,in ,of islurry.,waste .Daily''.
,scraping of waste.is` required Ito move -;'the waste' -into .the
storage facility.
_ :If all of one 'years waste ";were `spread using ,a' 3000-gal.." .spreader, would take approximately 233 loads If manure
F is spread .by Irrigation using a'.pump :rate of 300 gal per ��; } a;-
L min, it would take approximately 40 hours torspread one q
}; ; years ;accumulation' of manure 41
# M y J h
'The , following amounts 'of manure will , be collected at other'
_y
t parts of the farm:
1. Day old to 200 lb Heifers 2,196 cu'ft
2. Dry Cows, 6,100 cus ft t:
"Total' 8,296 cu ft
If all of one years waste were spread using a 200 cu ft
spreader, it would take approximately 41 loads.. Assuming''1 y.
1
' load per hour, it will take 41_hours to spread this manure., y
Ground conditions must be evaluated prior to spreading
:Irreversible compaction problems and' -damage to underground:
drainage systems may result from 'theexcessive weight of a r
loaded"spreader. Caution should be exercised to insure that..:
waste does not run or wash off from'the land.
B. Management Facts (polluted water)
Runoff stock trails and lounging areas will be
diverted through grass filter areas. Grass sods will be
maintained all year round. These areas may be controlled
grazed when ground is dry. Weeds may require chemical
control or periodic bush hogging.

C. Nutrient computations
Manure application shall be based on actual soil test
and manure analysis. Example computations are shown below. `. '
a. Slurry Pond for -Milk Herd
TOTAL NUTRIENTS DISPOSAL LOSSES AVAILABLE RIENT
(Nutrient Availability),
N 11,390 lbs. 0.40 4,556 lbs
` P205 7, 065 lbs : 0:70 '_ 4 946 `lbs�,��
K20 4 10, 682 lbs 0 ; 707,
1o�
Other Manure around the Farm.,-;;-
'� „ JJ .• +: --; �, �t rR +§J-i.i k,":` r V`""rr� � '' a �i, 4 'r�s
TOTAL NUTRIENTS DISPGSAL'LOSSEB ;=AVAILABLE NIENT
(Nutrient '-Availability)
►' Ftr N 2,572 1bs 0 :.43 R f '., 9x;:1,.106 .`lbs'
P205 � .1, 595 lbs 0 70 ' " 1; 117 •:lbs
K20 2,237 lbs ! �r; 0 70 `�r'1, 566 �1bs tJ zl
.'r �. , , ... 1 . ,. •411 y r } _ a 1 "� Y ^r X n•s •r c
t :cam n :.... .. .. .. : e . r' .. •. x ,, e • w- �--..:-'�,-. Y �-.,-„r —�`.;. y . a�
r _ b above)
` c Total Available Nutrients`(a and
,r".k _ #`,. •1� i `� r4 I as _ Z •r +' r '14 r+'x k �7i i. �i r.
PAN 5 , 662. lbs
• + .P205 Ak .•6, 063 lbr�i 7 „' r - ' ._-t'n •,n ter i#" P'� it. -.+�j "R`ji", r ' I s3 '. ,.
K20 9,044 lbs
D. ..Solid Waste Utilization Based on the Following
Cropping System
a. Cropping Plan (EXAMPLE) -
CROP UNITS ACRES YIELD APPLIC. RATE
a Pasture tons 83 3 5 '' ,,11; 538 gal/ace
}•I - . F.. - , . .. '. or , .4 'AC- In%ac
Estimated nutrient Content = 6.5 lbs • PAN 'per 1000 'gallons""',
= 177 lbs PAN,per. Ac-ln
b. Nutrient Balance (EXAMPLE)
REQUIRED lbs applied/ac (lbs. used/ac)
CROP ACRES N P205 :K20
Pasture 83 75 (75) 74 (90) 112 (60)
C. Disposal Calendar (EXAMPLE)
CROP AC. JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC
Pasture 83 NNNNN NNNNN NNNN
N = not a recommended disposal period

D. Operation and Maintenance Plan
The waste management system will keep pollutants out of
the streams _and rivers if the 25 yr -24 hr storage capacity
is maintained in the waste storage pond and diversions for
clean water and polluted runoff are maintained around then
system.
Before the waste storage pond manure level reaches.a
point 2.1 ft. below the top of -the dam, the storage pond
shall be emptied. A post shall be set with its top,at this
a elevation... ,
Vegetation around the waste storage .pond shall begmowed
F'annually and eroded'areas patched. Fencing shall be;bhecked {,
:and repaired as required.'
S{.:
a See "other sections of the plan for maintenance -'of
k trails and grass filter 'areas .' .
y, ' VII. Emergency Action Plan
'.If the structure is endangered, 'begin pumping waste `.and`
n• ' land applying to the "nearest suitable,. site` ry,
If a waste storage pond has failed or failure appears
to be near, contact:
< Dept. Environment,, -Health and Natural Resources
Division of Environmental Management 704-663-1699
Y
After normal business hours 1-800-662-7956
Natural Resources'Conservation Service 704-736-8501
\One of the contractors Mr.•Coz� Lutz has -listed below should
• �a; be contacted to begin repairs.
2
T.'.;., 3

U. S. Department of Agricultu
Soil Conservation Service
NC-ENG-34
September 1980
File Code: 210
HAZARD CLASSIFICATION DATA SHEET FOR DAMS
Landowner •_Y�rJ .• County; ;
Community or droup No. Conservation Plan No.
Estimated Depth of Water to Top of Dam
Ft. Length of Flood Pool _ J;.-7 _ Ft
Date" of Field 'Hazard Invest�gat1 1.0 -
z �a .gip
1•{; ;
r
Evaluation V.Teach of :flood plain downstream to. the paint
of estimated minor effect
fram ,sudden :dam fai I ure.:,
.ti, • :
a. a,
ET-ev. w :Es 1
:• = ,- : • .,. x : : ;
'Kind of
: Improvements : - of Breach' .
Reach. Length: Width: Slope. Lsnd Use
Improvements
:.. -Above-, ':Floodwa.ter, Above
•:.
Flood Plain: 'Flood Plain
Ft. •... Ft. rK
, _ , r•: ..
t. a = Ft.
r
4
•
Ford R'vcv • .
Describelpotential�for-Less of life and damage to existing
or probable future downstream
improvements .from a sudden breach
Hazard Classification of Dam .'r
Dam Classification (I,'II" III,
By
b, c) (see NEM-Part 520.21)
IV, V)
Tc—
tle
Date /o • !� -
Concurred By iVl:�l�i�l`; /:,�- ., �, %' 1 Date
name /�' (title)
'COTE: 1 . Tns =. . _ ,iver�e s ; :2.

U. S. DEPART, -SENT OF AGiii:;;:,;; `;- NC-ENG-13b
Soil Conservation Service Rev, 5/83
SPECIFICATIONS FOR CONSTRUCTION OF PONDS AND RESERVOIRS
Clearing: All trees and brush shall be removed from the impoundment area before any water is
• impounded. Whenever practical, this clearing should be delayed until after. the dam is built.to
hold erosion and downstream sedimentation to a minimum. Stumps may be removed or trees may be
sawed off as low as practical and stumps left standing. _ - ,
The foundation of the impoundment structure (dam)' shall be cleared of all trees..
stumps, roots, brush, sod, and debris. A11 stumps and all roots exceeding one (1) inch in
diameter shall be removed to a minimum depth of.one (1) foot. Satisfactory disposition will
be made of all debris.
After clearing is completed the foundation area shall be loosened thoroughly and
roughly leveled, with suitable equipment, before placement of any embankment material.
A, ..
•.; Cutoff Trench: A cutoff trench shall be excavated as shown on the plans. The cutoff.iiench
�. ushall.be backfilled in_thin layers, not to exceed,8 inches in _depth. r -All 'standing water' "aiiall ``
y " be,. g removed.from the trench,before backfillin js atarted.,� rs; a n
S ,av ..tr,l �t s, w F :'.t t i s< tAu• ?j ,.w= L
n f ;�.g. ',-`-c�:4 '� ''c�T l l-.-.":f f•`uL: =� 1-:.��'J"�-""-. .r ��-?`.�--�-
} 4Embankment Construction: The material placed in the embankment•. shall be free of sod, roots,; ,
4Yt,�stones over k inches_in diameter,, and other objectionable materials.-.-The,fill_Amaterial shall oaf
be: placed and.spread,overj,the entire -fill in,layers:not.to exceed 8.£aches,in thickness: ylCbn 's
r struction of the Fill shall,be undertak_ea only. at_such .times that,the moisture content.of:,kthe
fill material will permit a reasonable degree of compaction
�,n r ' ` : . • ' -, , , , , ., ..'- '_ '- . ,_�. ] ' : .., � ;r« �,�, , � ,.,, � ram, j.; S •;.
Fill Materials: Borrow areas will be designated on the plans and assigned priority (1, 2,"'3,' r '
_ , :etc.). .+ A11 .fill material shall,be taken from these designated,areas.•/SCS..technicians Will
Eadvise the contractor, regarding the maximum depth of cut an each.borrcw"area.:'The contractor
,will, not, exceed this depth. In the event this depth is exceeded in the impoundment,area,.it. 7� =F.
v, ±:,shall. be the responsibility, of. ,the ,contractor, ,without .additi6"l,.corlt to -"the, ldoer,;�to
e. cover the exposed area with a minimum •of ,Z..feet of. impervious material.
c -..� '.-: �'!_`' <,r ,y..,y^�","", �::^'., ,r .,. w`.0 �?' •r� *- ;F=,?`��,:I'e"�e. a�'I �� 'r'.i �.j!.'�. �"!: .i°'�''�i '�.S? 1. :`;!. i�'�Y: .: 3t`t:! *':t; �c ?"i_.„�'�,- y, �..s i �-,, tit;.
Riser`b Conduit Pipe: When"t�is indicated on the plans that ariser and conduit •pipe are
". "quired, they must be installed as a complete unit. The inlet of the riser shall be protected."'..;":_�
rby an ,inverted bucket -type, or an equally effective type, of trash rack...,Jhe conduit shall be
placed on a firm foundation.., Selected backfill material shall be placed around the rimer and''
conduit pipe in layers not exceeding 4 inches and each successive Jayer thoroughly compacted.
Anti -Seep Collars:.,,Anti-seep collars will be of materials and dimensions, and located as shown
in the plans where specified.
Vegetated Spillwav(s)_: Spillway(s) will be excavated in undisturbed earth to the dimensions,
r grades, slopes, and location as shown in the plans and as staked upon the ground. ,.
..-,: x,. . i. - a Cw S , t. iR" '_,, ,. - R - • ::it•. , �JI`,:.`. F.!(P i...,!'r .. ':jar, T' �\ '�' ^, d'..? _�<. � :+
Pollution Control During Construction:,:, Stripping of•embankment,and borrow areas shall be:done
Pas the are needed in, normal sequence construction. ,Use temporary mulch rotection on a1I
. Y , 4 P y P
disturbed areas that are subject to erosion and will not have substantial additional work per-
formed for 30 days or more. -Temporary stream crossing structures will be used where fording of r .
streams will cause excessive sediment pollution. Protection 'against'pbllutants such as
:.'t.. chemicals, fuel, lubricants, sewage, etc., will be provided during construction.
Vegetation: All exposed embankment, spillway, and borrow area shall be seeded to an adapted
type of vegetation as soon as possible after construction. +,.-.
Special Provisions:
(continued on hack)

These specifications are = -• „ace a part of detailed engineering plans of the pro-
posed embankment, spillway(s), and rese rroir.
No changes nor deviations from these plans and specifications shall be allowed without a
written amendment, in advance of change, from the responsible technician of the Soil Conser-
vation Service.
All facilities for impounding water shall comply strictly'with all state and local laws 1
regulating such activity.
The Soil Conservation Service makes no warranty, expressed or implied,'of the impounding
structure or the water holding ability of the structure.
• -RESPONSIBILITIES OF: •*
A. Landowners: #
'-The landowner will acquaint himself with the'provisiodi"of these plans and'specifications +.
t. 'to determine that the completed structure'+aiil"'fulfill his present'acid"future`needs:'"�Inspection
"during construction will be 'the responsibility of the landowner."",'
F .:U Cs'; ", J'i-!'.'.��;y' al.• '?t.`: •u':'e:.V.- a`', i f,�, :'d'^7 ;�`:`,". `,.•'%T-1xr'�--41.�t.,,;7j., r,-.., n.,,'.�..a .�.�� i -
'`. �x � 4'; He'may'request inspeI: 'by SCS-employees `during"construction'"and upon completion"of titork `
"•Where benefits are 'to'be received from Government a •encies'", or whew the- dam,'falls under'-the,the,
�_s Dam Safety 'Law `of 1967 inspection and :approval:by``SCS employees
.ad"' e,.s � . , • ` ,• •.•, ,,. '1 «"•wi Rk�`;rk._ . ';t _I'v' k�'�.a x a'��;���J�:�e � :.���Jhf ;�•�,{�, � ;s:"" r��'.:c_,d ��t? °� ''zY� f i i �' '
TW ' B Contractors. .
,^ t • • , c�ryr. x:t ,..fS's'.'. b; 'i s:. .� i..4 war • r; 4 :..;Y + �;2 �`:" .t J :,y. e • . • :.a4 c"' { u'i' H'+;,«�..%k -. iy'�.ta.,... _y �� i w7; +� y s
' •`The coa[rictot"will`acqusint himself-with'the provisions--offthese pl'aas and specifications, I •'
"'condition s at the"cite'that- may affect his' schedule" of, npeiation, and *the -,location and-, 6eariing. �`..
R ` • ;of -all 'stakes `on -,the site Failure to do ;eo will not'ielieve`.him-of' thre'difficulties and -`coat
pursuant"=to'satiafactorily�completing the 'work in'"compliance with 'these plans -and specifications 4,
and any written or verbal contract •with •the lanaor ner:•'M ,413t bencEi marks; grade;.fand'line'°stakes ''{':• ,'.'
xr will be left undisturbed and protected by the contractor to facilitate construction and is
•-� �''s �'4a' _o spectiQn - •,.1 = i3' t.y .3' }�i :irs t.Y:'.�', riles ��-x y:''Y•9a
4
,f.` : .�' r •: Y�:"n „f:� L�.--'ig hifi �.�, ��,) : � ,73
The contractor, -weather permitting, will schedule his' -work so -that he k ll'start on the
-. C;-a reed date and, work will be a continuous operation until saCisfactoril completed.- A11'4
}damages'occuiring to completed work or inaterials;-by the'elements or'otherwise, during can-,
r ?? > struction, will be the responsibility of the contractor. Partial or damaged work and/or re-
'-"~' Olaced materials damaged from'any cause will be paid' for by=the,,contractor.-.--- Absence .of,in7. .
spections during construction will not relieve the contractor' from completing'the work'ia"
q strict compliance with these plans and specifications.
;� •�;c:;t... `�:�::.''.,a ,. , 1. bf�',�r.-. �.,y, .. :.�; 'f` i', _,. ,. . r:� s-�_,i,�•„ ;�"1`' �'f K _. ,j-_ r,�Y _ � _::�'�.Y� M
Upon completion of the work, before moving his«equipment;'"the" contractor will .request':a "',
final inspection by the landowner and an employee of the SCS. The contractor will then receive_
"approval that'ill` work has been -completed satisfactorily' and/.or.•he„may ,•Complete, those..iiems that-
-vary from the plans and specifications in order that a'final inspection will -result in=approval.
,�?.:' 'n r;i:. ;' 1,. ", .:w r.. 1.. - -. �..: :. ,.i 41 :Y•".. •'ir . 7 e ' .. 0,
' C.- U. S.'Dewartment of Agriculture -Soil Conservation,'Service f�M n
The United States' and' its employees are in no manner •a° -party to'any..verbal• or written
contract between the landowner and the contractor. SCS employees, within limit of personnel
available,'will inspect and advise on techniques during 'construction to assure satisfactory
.:omoliance with the plans and specifications.
SCS employees will, upon reasonable notice, conduct a final inspection for strict cOmpli-
ance with all plans and specifications concerning; this structure. Inspection will determine
the satisFactory completion of work so that (a) approval may be given for the eligibility of
the landowner to receive benefits From anv Government agency concerned with this structure,
(b) Anal payment may be made to the contractor, +and (cc) the pool may be filled under the
provisions of the Dam Safety Law of L967.
-2-

Ar'.157.14

L�;Jd rT,7iien z Q .-i i'-
Soii Conservation Serv;z
NC-ENG-34
September 1980
File Code: 210
HAZARD CLASSIFICATION DATA SHEET FOR DAMS
Landowner County ! ;n ca vn
Community or Group No. Conservation Plan No. _
k
Estimated Depth of Water ,to Top of Dam i Ft. Length of Flood Pool' 7 -"Ft.
Date of Field. Hazard'Investigation t.o 7-g---9 t,W`
Evaluation by reach of flood plain downstream to the point of estimated minor -effect.
from sudden r dam failure.: a � a,J {� ,. �, f� �: n (4. [y 1y 4 14. r~114.
j
4*.. r
sei:rn _ ,i'-u..�i�a. �_:5Si... ia�-.,'• ,..x �.. s, .+.. .'rh'� r _ �. '.V;J� 7>, _
,' . _ : o : •. ,;�f, ._� ,r r = t - �y;: t.. ev.'"; s : eva Ion ":.�� �" ; "' Kind'oi':TmPraveinents:;#`ofBreach
4` -Reach: iLength:.-Width:' Slope• iQUM `Use ' � �iImpravwements : . Abate , SFioodrvater Above
s
'.,...gl=.7 F]aa'd Pain: •.,...F'�°ood' Plain
�• - �y - ' : ,,y, t.Ti - �t �i:i t-. � _-.d :-Ws •. li a'k. .i as;,r T w :, � r _ . r. • #i f , _..:ri! •m3 iA- u;wrd Fw .,.•.' y y i•.'• 4 h : 1 yt . t • -.+-
i: } ar►'•'3a? ,c l d5''1a►yt ':' < �O�1�hn ,ppl,�� rk. ;� .j�` �A : i
V
r- - A.' L «+• - • r J�yy
-,. 7a `:c:. ' a : �- - a-._ rY'�k. '�- ''r t •'M m S�Y�. -'�` sz '3e S
-,- + • -..M1 .. r --.`�% . tJ p. S� • IV ti. �� � 1r ,S�-• �. � 'Ail.�nr �h ,
-�iy.�♦.[ �.i,.? w�a• wA.a Wp �/ a`5 •r� N- '"}ac," -:r '• * .,
a •t _• •x�1'":°, • 9 -�: � f'• t�OM� �O:kE1�'ti�riJ `•:� '�, �',�'!"'C"'Fr'.•�t.�.� i'9-�ti; 'r� � -�',
4 .. - �».'� ,{ J` F�} `T 4 �• ¢i j [ • .'" \i. s!I t �• Y � W M .'• y Y fi
• - K'i#,ai vF • �}' M • X •� J 4 a w _ • _.'wa. - 'hFi. M1 4 wC sib hi.� H 1 ww tr • •- "�- } .[ a.
`� .'� - , . �. � � - • -,-A/�[,�xi�,�i.11.• JrS.�!n Frt+tom i. Fd{iyz �•.y �7 �'1' .�
. - ' ' ,�.r N. �:. {, _#^:Y 'ar^1. "�' �- . E y �;:��G �� ri.s . • � � ;:i. :x � f x°i +}}'%t• .�'�},.,.�,`;K'w � _�,a. a•, r:d�wf',}}. .
Describe potential for loss of life and damage to existing or probable future downstream
•improvements froma sudden breach p
Hazard; Classification of Dam b, c) (see HEM -Part 520.21)
u
Dam Classification (I,' III, IV, V)
By,
Concurred By LZ ^ {'�-� �.► i (
i 0 name ti irl e
NOTE: 1. Instructions on reverse side.
2. Attach additional sheets as needed:
Date (o- !o - 2(2
l� Date

f
INSTRUCTIONS
. "i�ch' 't'" -_ "'ervation Service
All dams,built with technical assistance' ram he''Soil Cons'
must haVe a hazard classification assigned by the person responsible for _x,
approving the design. -Most farm ponds,':except in borderline cases, can
be classified after a complete field investigation without assuming failure.::~
and making breach studies. - This data sheet is 'to- be —used for recording
the information obtained through field studies and for. documenting.the
--'hazard classification.' Whire'there is"a. possibility fdr.l'dss of life or
major property damage from a dam failure, an approved breach routing'!.,,.,�, tr
In. I Procedure is to be used.— (Conisult.-With-.the7leea in*§'i'n'ee'r.
iii-atfn-g' the'�Ossibi
UsWic�fi*1�6*s`of dams:"ae"e' made '
Hazird c
V.! for loss of life and the'extent of-damage:that would result if
`b- dddilj;�
should ­,suddenly-.breach-�-that- isl;;;.'a7secti6n:if�thi7�dam., e. su en
ete 'y,.Wathe '-Out."- It Stoibe"ais' a wall :of -water i ' umed 6at''
i ght� of�,,thi. dam.­�,41h i
eased �equiT, ..Wave �i I I f"be re, uc *d
re] 6 d" .t6`bi6 fi-e s4flood
mo. hei
ght
if`-h ':hei5 J ves own -o6d:01aii.-.4Jhe wave hil h t '(d e'Ot' h 6f 'V i ;ht' as 9
I 6ki n 41�661& be"-4vifluiated -for 'a Uffkitfit dUtan4W5doWfis__tream'
0) , until
fl t
:,"the, estimated oad level.14ill, cause "significant amage to mprovemen s,
such •ash home
ch-as-Ihbmes ' buildings— roads;1-­uti.l 'itlei;r"eser vci rs etc "-The i br&ch
'flood 1eveJ will . be reduced defending on the a11eystoeage,-s lope, and
---open e s s';:of­t he- f.1 ood' 0 1 a i n;-howev er-1 n"d. hA'r'r`a'Vi'/steeO1V4ll S­
steeper,, than,,10%given be en special -coniidet-ation. �,,One method
�_��valuation-is--to -comparez-available: valley'­st6raVe,..(4ndee, 1`10'6d -,6nditfi:rni)
­
to1mpbund�ment
storagee (figured ibtfiet000fte'dam) fo6r.each 'rea
ch
-evaluated,with,-a:judoment-estimate-made-ofth6lflood-viiv"height itall*e"-,It
critical ''dinti 'downitr6im.fw
Should there be any questions about thi hazard classification fora dam,
the -area engineer should be consulted 'before,making-,design-commitmihts.
'JI
1 J _ • •.y « 1.7'.' - yb:'F ',. � � j,. .i` .., " . "+ , i .�,4..- �'_� 2'.P � . FyP7.� � r•
lit

Evaluation of Soils for Use in Dam Construction
Coigy Lutz Dairy Farm
Lincoln County, NC
October 9, 1996
By: Sam Bingham, Cavil Engineer MRCS
The cutoff trench shall be excavated through the root
zone"and at least 2 foot deep.. All.alluvial.layers shall be
removed. NRCS will check the depth prior to backfill. All
trenches shall be dewatered prior to"placingearth'fill.
. �-..:e. _.s, '. .. `' '—,, '�;, . L •'-.�.:'s.q j�;: ,k� rtrs �,. t. +-+o lti sa � s 1 _
A1.1 alluvial material suitable for use in the damp '
constructnms'be placf dams, F
,-
' :Clay iiate'rial `,(MH,,-ISC;' or!�.CL) shall be used x`for cutoff
trenchy and liner construction See conetiuctio`n 'drawingsi
for` zones of fill
_. 'sx
' Saprolite`, (SM) material exposedeiri bottom" of..pond.'sha11 �^
be :undercut.-3'.-and backfilled with ,compacted,clay',material';s ,°'
at ,:optimum moisture or' above ' 'Excavated 'and 'Filled -.slopes., . f ' .
shall -be` undercut and' backfilTed as "shown in the :dra
4 r1t S t• 4 f.. aril n e ` ib ^i51. t�".+ h .i "; + �"� 4� +.1 4 TH}. 't r�1 �Ji' �: I'�.+ .
COMPACTION REQUIREMENTS
Maximum�thickness ' of layer" before. compaction`..is 8" orK`
less . 'A sheeps foot roller is the preferred compaction
equipment.

-_;,I OF AG.4i_i1LTURE
----JnStRVATION SERVICE
SOIL INVESTIGATION TO DETERMINE SUITABILITY OF PROPOSED POND SITE
'4_
-
� W .. ..rN...Y
DATE COUNTY
WORK uNrr
,.
WOODLA.ND—ACRLS TOTAL dRES. .
SXETCji OF PROPOSED . • BORINGS
Lnoft
r■■■rrre�
--i
o®®milon,
■r�■!
�-I_III��■,■-:�_®��®
'�YAfl.l�_�IIIIII,
IIIIIII.*
r®
■®®®®��®®®®ram®r■r■
■
■
■■■
■rarrr■■®®r■�r
■■■®t®ter
®�®
®��r®®��t■■t■
■r■rrrrrr■■■■r■rr■■■r�■■■s
'r■r■■nros■■■■■■■■�rar�ra■�
■■Srr1111r■■®1�■
■
■■■t■
■
■�i�■
•
�C4]
�1'■I®,�'>
■I[
• a
■
0
■I©i■
■
■i■'■
■'■
■0110
NONE
'BeRUIMSMADE BY' —," SIGNATURE TrTLE—

7.
'
r
�
k
h
�
3
, Psi
- TYPES OF MATEMAL. EMCOUNTERED 1N BORINGS �
- - {Use one of sympmc below)
UNIFIED CLASSIFICATION — -' ' -' " .USDA CLASSiM.ATION
ji
GW-V/r1I graded aravels; gravel. sand mix., '" ~." ! A,: WaveI H
GP-Pnotty gradr-d gravels 1 z-sand
GM -Silty grave1r; Rravel awnd•srlt mix vt::=vliy fine sand .
GC-Claveq.1travels; gravel-sand-elsy mix µ "al. • sandy-loaam
SlY-WeII kiaded,sands; ssaad-Rrsvel mix M `' fsl.-fine sandy loam
Sp -.Poorly graded sands , 44 ..t. S ! -loam
ShI - Silty sand . 5 - �-
w r gi • Qavally loam ;it r "•'
..» , ,
SC=Cisyey wands; sind•cLy mixtures _. . iy "" r si -sill ' m
E
ML:- Silts; silty; v; fiat sands; sandy or clavey silt r . ; siI -silt loam'-,1� �, .
CL'-Clays,cf low tainedium'ptaitieity~ , ! `� 1 role lnawri =' , ° y
'CH-]aarRaaic elays..ol Mgli'plasticity , ', ;sici=ailty:clay loam
� ` iretscl
IIdH Elmo c ilts ,�; �� ,'f' - . Tandy"clay loam
4
`"� `' '
-n OL� Organte silts and silty clayi; low plasticity:.:) 4sie -silt°y •ct:y p; s: t 1..'
�
�,,,,�: +-��.ana.w�aYr Si..;c.1tir�`,�""�"+�4.1N.,. '�• ` � -
A0H=Orgsnie cloys, wdiuto�to SiRlt Plasticity , c -cloy
!
-L. 19uitsble materesl for asib=kwAi t is available D Yost,':' O No q thwiwAii. wa.+: J"a" r 00 Ao ern an
T °?'S,', �
1 .. F,.-,T:�1rr i1/lf�,�}-r' 'k��qF�° �Y �-`�NR W.,��r�ira:o►J�r'6`����. �i+-i��"_°„�JL. �s�;'"t "�r�i �M! yd��,�r.,�; +'i" { !
5 , �,�W�
1�Y w �••� •.i r Y rtVV_ I�•_,/r
AIM.
+.a7.. l+p'• t.�d'z+ i V,<- n
jr�/���
i'
i r;. r '� � •� .r � •t r":. L• r SK' �' y� .�- t s 1(' i �- � •�y i� (?'Y ' } !Y.'r} rAt+ T ���
� _ , 1" w � L P t. � 5 1•Yf :.� _ ^
.�`'!r 4`aa .� r
� �'' �
+ P 5 `'-t!'r .f i t ut,•�S- F ;�� �Lx �" x �� y1
w 3 f � .rY i * � T �_ �,�- Y - �`-+P.. }...- � .�•• ,_--5- ._ 3 _ r j�.` .F t, �F '� QY'v 4fa"1
"f ���, �Y�nL M.t `
•��
{. r }. �"r'�'Fik �1""+•'-rL"r j k7�.1 � ��r j`4F �''i t a� �.
•.t -� � � i f' r .. ';
y.� � � � •. s ti., �e.W-H..l..x,..ir-•v3''j�..,�"1�L�.S�"�`r.. F�,.,'�"! r •, w] t
^�_.
iaFWa hirards'regmrins special attention >b drNxn ? tc...oa.. wiowyacR ICI%�-
�,
lL +�, �5 1 f .
� ' -.� r- -sty- ,� '.;:v+�-°i+•• ...• .—.-.-.•.. �--- �«...� -�-•..,.n� r'+kti.J-mow: F
L.
� • r ,� �,•` u i � �- , 1 1 Il+ r �'�:ti � � r L„ky�r'�i „ � v � -
�} 4 rT
-. -•"" `1
As „Y.s ..r+-.rw:...r-.•
7 " e f.r ' L
€},.. F _.` t r. 3.
�i. t T !
•.:fir'
I
{ 1.,Y M1'J �"-�y,r'"'eT '
f yr }: M .:P�,f .�. �•+ t
.�Y+ ,}Y' 1 r I• "S C ., �.
;�.`��M/RT�•�. c I
'/j��l it}�•
�7
yt [..�+..
����I L... �5_ ,L'k•.:�-W'
• GENERAI- REMARKS i F �r. � w..•b •y,'-•-.^.V-3r 1 i y+ a - � l .$ • •-,L�l
.+sa.,,•
1
r�
4'+ �" �i�: '� "'� 1�{��N
-'",w .�z„Y+R�� -f +�:u".la..:•+s �yi' .y�i�r
' �.+ Fx."^I'a^p I•
" +'
..j > 1
Vv-
l
M1. '. j „iy.,;�, •aC+ •iL.9'-7�.q2 J i rt,1 c3i f�N'^.- "� Rom" a(Gj' � .. 'K"' �' �, yL;,i �y'4 :L3 y, a'' S�� �ra ,
A' ik `- +,6�1:i4: �{i.vM'
J'1 ��"�Iti �;•-
5.i•1 '.y h4';! e-'?�' Y, .i •M�' 4 Ci :^Li
u
rf, w "4 W -x y. •1. t
5 � � • 4✓• P RM f I -! AL W'C"`i��'w` 4 � �x^�� 1.9 ' i
^ +54
.W-�a-.• M J 'l
Y-. -iK I t�i_
• t.
,{r li
+
1Qp �9
rLl41�y ♦ ,
j�e
5 �' V:��'`:
.Yywvi•.i�, }Z�rLlf�.`�
r +t� I��a4 h t r
.w< t
F29 .M
21
26
28
27
28
31
32 33 JU 35
38
3+
138 J14
391140
41
t2
43
sM
46
48
47
48149
50051
4
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1
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j
I

NC -CPA- ;
REV. 1, 2-96
•� r
�
f
f.
t f •
IS ENDAkERED ANDloR THREATENED SPEcros HABITAT PRESENT?
IS A DESIGNATED NATURAL SCENIC AREA INCLUDED IN THE PLANNING AREA OR
WILL PUNNED ACTIONS IMPACT ON AN ADJACENT NATURAL SCENIC AREA?
IS AN ARCHAEOLOGICAL. OR HISTORICAL SITE LOCATED IN THE PLANNED AREA? .
ARE THERE PRIME, UNIQUE, STATE OR LOCALLY IMPORTANT FARMLANDS IN THE
OPERATING UNIT?
WELL THE ACTION RESULT IN SODBUSTING?
If the answer to any of the above Is ye .MRCS will not provide technical
assistance unless agency p2USXis followed.
YES _ NO_
YES
NO '
YES _
NO
YES
NO �r
YES
NO !i ;
1 {
,i i •a�� ' t om i
WAM MANAGF.MF.NT
DOES PRODUCER OWN ENOUGH LAND TO PROPERLY LAND APPLY ALL. WASTE
NO
INCLUDING SLUDGE, ALTHOUGH SLUDGE MAY ONLY BE APPLIED INFREQU/ENTLY?
,,y ^! .., :! xW? y`. ,' N n} •.4 rl S l .,1S {
l"lr i 5Y.• ✓ 6f
IF NO, DOES PRODUCER HAVE ACCESS TO MARE LAND? ' f YES
_ ; NO c
"�
LF LAND IS NOT OWNED BY PRODUCER. CAN PRODUCER GET AGREEMENT ON LAND YES
ON WHICH TO APPLY WASTE? ' r `
(Attach Waste Utilization Plan to site evaluation.)
SOUL UL"TMGATION - VALID ONLY IF SOLL INVESTIGATION
SEW= ATTACHED
p
13 SOIL SUITABLE FOR EACOO P1 i -ts �,t -y6y, ^.q 4 `I C.tr
YES C_
J
IS A LINER REQUIRED? -
YES V ; ` NO
o
TYPE OF LINER TO BE USED
CLAY ✓ BENTONITE -SYNTHETIC
IF CLAY LINER IS TO BE USED, IS SUITABLE CLAY AVAILABLE ON
YES NO
SITE?
IF CLAY IS NOT AVAILABLE ON SITE, DOES LANDOWNER HAVE
YES 'NO —7
s
ACCESS TO CLAY?
3 A CORE TRENCH REQUIRED?
. YES NO
(Attach soil investigation sheet to site evaluation.)
' `
r 1 y
1 NO }�/
�.
IS SUBSURFACE DRAIN TILE PRESENT?
YM
(If yes, the must be removed or plugged)
SITE APPROVED: YES V_ NO _ CONDITIONAL
COMMENTS
THIS SITE INVESTIGATION IS VALID FOR TWELVEMONTHS FROM THE DATE SHOWN BELOW. IF CONSTRUCTION
HAS NOT BEEN STARTED WITHIN TWELVEMONTHS, A NEW srm INVESTIGATION WILL BE REQUIRED. Y
SIGNATURE DATE M-- t
v Changes in the local or state law or changes in the standard could require a new site investigation.

Naturai
iepartrnent of Resources
.f•y ii +'r • • .
WASTE MANAGEMENT FACILTPY SPTE EVALUATION
GENERAL, INFORMATION
NAME % �� f.. LOCATION
TELEPHONE SIZE OPERATION _ , o • y • f k }!v
NC-CPA-17
REV. 1, 2-96
f
µ
L
L )CATION DATA f s
r
DISTANCE FROM NEAREST RESIDENCE BY PRODUCER 0FT
_
NOT OWNED
c, + ��,t.
`
'
r
DISTANCE FROM NEAREST PUBLIC FACILITY (school, cb-arh ere) s� :. FT
..
IS SITE ATTIM4100-YEAR FLOOD PLAIN?, L YES NO ii
7"
If yes, NRCS cannot provide assistance
" `•'
IS SITE AT LEAST 100 FT. FROM A "BLUE LINE- PERENNIAL STREAM? s !' YES ✓ NO
If he
no, site must relocated.
'
iS SITE WITHIN 1 MIIE ZONING JURISDICTION OF AMiJNICIPALI M ,. a YES NO
_
If yes, landowner should consult with local zoning board about required
z
permits, Permits must be obtained prior to dei+ign approval,
H
1`/
..
AREt1I1Y.iIT>S IN CONSTRUCTION_ AREA? YES NO ✓
'
„ ,,;
Ryes, see Part 503 of the National Engineering Manual and follow policy. "
(Copies of maps or other reference materials may be attached to site
evaluation.
WETLANDS
WELL SrrE INVOLVE CLEARING WOODLAND OR ANY NON -CROPLAND? YES : NO 1✓
If yea, producer must complete Form NRCS-CPA-38 (Request for Certified : ' � �'
Wetland Determinadon/Dellneadon). a p
WLLL ACTION RESULT IN SWAMPBUSTTNG7 ''` YES �t NO
IF WETLANDS ARE INVOLVED, IT IS THE RESPONSMIL= OF THE PRODUCER TO CONTACT THE US A?-Vy CORP OF ­
ENGINEERS AND THE DIVISION OF ENVIRONMENTAL MANAGEMENT TO DETERMINE IF PERMITS ARE REQUIRED._. ,
IF WETLANDS ARE INVOLVED, THE PRODUCER SHOULD NOT CLEAR ANY LAND UNTIL A WETLAND DELINEATION
I •
S MADE
MRCS will provide technical assistance in wetlands only under the following conditions. For natural wetiand _
Inclusions less than one acre in size, NRCS will provide assistance only if the functions and values lost are fully
mitigated. For natural wetlands greater than one acre in size, NRCS will provide assistance only after a
rigorous sequencing process to include avoidance, minimization of impacts, and compensatory mitigation Is ,
carried out in that order of preference.
ODOR CONTROL
HAS ODOR CONTROL BEEN DISCUSSED WITH PRODUCER:
• PREDOMINANT WIND DIRECTION? YES — NO
• PRECHARGNG LAGOON WITH FRESH WATER TO AT LEAST 1/2 r � : ; YES , NO
OF THE CAPACTf?
i
• USING GOOD SOUND JUDGMIENT N L.kND APPLICA'MON YES _ NO
OF WASTE?

VEGETATION SPECIFICATION
• Rip and disk all disturbed area 5" deep. ,Incorporate two .tons of .lime
per acre.,- Apply 1000 pounds of 10-10-10 per acre and smooth seedbed.
Uniformly apply 60 lbs . • of _fescue seed per acre and 25 l.bs". ,of `Abruzzi
rye grain per:'.acre .-" Seeding ,should be' completed between March 15 -and
June 1. 'or August.'15 and October 15. Immediately mulch with 2 'tons of
small". grain rstraw or -tame hay. per' acre . • Reseed any' rilled 'or, Bullied
areas
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FENCING (Feet)
Decification guide
t
1.`
Fence Line Clearing
_
Fence lines will be cleared of brush 'arid trees; gullies',
and steep banks may -require grading.. Clearing along
streambanks will be held to a minimum_.
' 2.
Fence =es
Zinc coating shall be a minimum of Class I or 0.30 ounces
`
per square foot of surface.
}.
a. Woven Wire
-.
The styles, and designs of woven wire fencing are.
designated by a three- or four -digit number; for
example, 1047 or 939. The first'or first two digits
indicate the 'number of line',wires•in the fencing and '
the last two indicate.the height in inches. For
example, 1047-12 has 10 line wires, is 47 inches
high, and the stay wires are 12 inches apart. 'The-;
weight of woven wire fencing is determined by'the
gauge, or size, the number of stay wires, and the
filler or intermediate line wires. The lower the
gauge number the larger the wire, and the larger the
wire the stronger and more durable the fencing.
Field or stock fencing shall meet one of the
following fence types:
Horses
Cattle
Sheep, Goats, & Hogs
Heicht - Type
47 inches 1047y-12
39 inches 939-6
32 inches 832r-5

Gauge of Top and Gauge of Filler
Bat -tom Line Wires Lints-nmediate_ Linn Wires)
Medium weight 10 12-1/2
;Heavy weight 9 11
The stay (vertical) wires in the fencing shall be of the
..-,same gauge as the filler wires (intermediate line) and
_.shall be spaced 6'to 12 inches apart.
Woven wire fence shall have I strand of barred wire placed
4 to 5 inches above the woven wire. Fences for hogs will
also"include 1 strand of barbed wire placed 2 inches below
the. woven wire to discourage rooting under the fence r`
Barbed Wire
All barbed wire shall 'consist of 2 strands of wire
with * point barbs spaced not more than 5 inches
d
apart. Galvanized barbed wire shall be fabricated'
'from. 12-1 2 gauge or 15-1/2 gauge strand wire ' and
z �' shall meet the requirements of ASTM A121. +
.Barbed wire fence shall consist of at least 4 strands
4 . ....
of 4 point . 12--1/2 or 15-1/2 gauge barbed wire.
"Spacing of wire for cattle will be (from the ground
to the top) 16 inches, 10 inches, 10 inches, and 10
inches. Closer Wp-.ring will be required for sheep
1 and goats and add'.tional wires may be required for.
boundary fences or for small enclosures. See
21.
information sheet NC-ECS-124 for spacing.
Three -wire fences are sufficient for cross fences
the rur !e77== is rotation of cattle in an
n,_enciva grazing management system.
^-cnci1e unr_alectric Fence
5. One or the fir=: }. _ _ �: _. __ x - :ining the type of.
hich tarsile fence -he fence design.
:s; L�T'C; -.7- a minimum of 12-1/2 gauge
and have tensile strength of 135,000 PSI (ASTM 135).
Ground the fencing for safety from lightning.
Typical spacing From ground to top wire.
(a) Six (6)
inches,
(Height
strands for
6 inches, 6
46 inches).
cattle - 14 inches, 5
inches, 7 inches, 8 inches
(b) Six (6) strands for sheep - 4 inches, 5 inches,
5 inches, 5 inches, 6 inches, 6 inches, 7 inches
(Heiaht '38 inches) .

Rev. Sec=2=
(a) Wooden 7-- lass
332
•
Wooden fences shall consist of 1" x 8" treated lumber
supported by post 8 feet on center. Spacing of the
boards will be (from the ground,to the top of each
board) 1611, 3211, 4811, 64" . For corrals and small
lots, the 1" x all board should be replaced with 21' x
8" lumber and a fifth board will be added when the
class of livestock requires a higher fence for small
enclosures. One inch boards shall be nailed with 2 -
12d nails per post and 2" lumber shall be nailed with
2 16d nails per post.
(a) Electric Fence -See section on electric fence, pages
382--6 to 382-12
".-3 .
Post and Braces
The fence shall be supported by line posts, spaced 12 feet". _
.; , .
apart for woven wire and 10 feet apart for barbed wire and `
8 feet apart for wooden fences. For nigh tensile wire,
maximum spacing will be in accordance with manufacturer's'
�.
recommendations.
,..
Spacing should be less for abrupt changes in terrain,
small enclosures, and for hogs.. Une posts for
conventional fences may be spaced up to 16-1/2 feet for
short distance in low use areas and where soil or terrain
conditions prohibit closer spacing. Brace posts shall be
„
set 8 feet from corner or anchor posts. The general use
._
of existing trees as line posts is not recommended. Wood
posts and shall be of black locust, red cedar,
osage orange, redwood, pressure treated pine or other wood
`
of equal life and strength. At least half the diameter of
:.
red cedar or redwood posts shall be in heartwood.
�.
Pressure treatment shall conform to Material
Specifications 585. The posts shall be sound, new, free
from decay, with all limbs trimmed substantially flush
with the body. They,shall be substantially'straight
throughout their length. Anchor posts shall be used any
time there is a curve creating an angle less than 160
degrees in the fence line.
a. Wood Posts
Line Post For Wire Fences - shall be at least 3-1/2
inches in diameter at the small end and 6-1/2 feet
long.- Line post shall be set 2 feat into the ground.
Anchor Post for Wire Fences - shall be at least 5
inches in diameter at the small end and 8 feet long.
Anchor post shall be set 3-1/2 feet into the ground.
Past for Wooden Fences - Shall be 8 feet;long and set
2 1/2 feet in the ground.

b. Steel Line Fence Pasts
Steel fence posts shall conform to the requirements
of Federal Specification RR-F-221/3A. Posts shall be
6 feet long. Posts with punched tabs for fastening
• the wires shall not be used. The following steel
posts are acceptable for line post.
Style 1- "T" Section 1-3/8" x 1-3/8" x 1/8" thick
Style 2 - "[T" Section 2" x 1-1/4" x 3/32"
Style 3 - "L"'Section 2" x 2" x 1/4"
C. Eiberglass Posts
Anchor" Posts - shall 'be at least 2 inches `in'',diameter
�. and set, 4 feet in the' ground . anchored with . g 1 .81
f 4,_ 8 of .
plate at ,the''.bottom of •the' post..- °Anchor posts shall'h
'be braced with a..:minimum of S' -brace.' J
•rr ..3 '; i ` ., r ' [ •r.t• c n. .Y ,�,•w'01',r r fi_r`y} +�?'F`H r•.
a Line Posts -',shall be 1" in"diameter or 1-I%4" T
Post. Posts shall , be & eet long:
Spacers shall be '1/2" .,'in diameter or 1" T Post.
-1 2"' .x1-1 2'! . non-conductive wood
- ( / / may be used.
Spacers shall be a minimum of 5.feet long.
}•. , ; 4. Stables
'r
Staples used to fasten 'fence wire to wood posts shall be
9-gauge galvanized wire with a minimum length of:F
inches for soft woods and a minimum length of one inch for
close -grain hardwoods.
• - 5. Brace Installation
" Brace or pull post assembly'shall be installed in,straight
fence sections at intervals not'to exceed 330 feet `on:'''
level land or at other points or changes in slopes and
curves for barbed wire or woven wire.: For high tensil
fence, this distance'may be increased to 660 feet:'•`-,�Double
span assemblies shall be used for lengths aver 165,feet.
Brace assembly shall consist of horizontal timbers between
posts set 8 feet apart with a double strand of No. 9 gauge
wire attached to the top and base of the center pull post
or two diagonal timbers placed between pull posts or end
assembly may be substituted for horizontal timber with
wire brace. Bedlog may be'substituted for H-braces where
terrain conditions will permit. Bedlog will -be a minimum
of 4 feet long and be 6" in diameter or 5=' X 511.. Bedlog
shall be perpendicular to the direction of pull. Trench
for bedlog should be dug with front sloped at
approximately 450 to bottom of trench. Trench shall be 8
inches deep and bedlog tamped tightly in place.

Rev.
September
6.
8ettin Posts
A-11 posts shall be set and maintained in a vertical
position. Posts may be hand set or set with a post
.
driver. If hand set, all backfilled material shall be
thoroughly tamped. Post holes shall be at least 6 inches
larger than the diameter or side dimension of the posts.
If power driven, wood posts shall be sharpened to a dull
point.
Earth backfill around posts shall be thoroughly tamped in
layers no thicker than 4 inches and shall completely, fill
.-..,.the
",post hole up to the .ground surface. Concrete backfill
<.,around posts shall be nodded into place in layers''not,
'
'.thicker
than 12 inches and shallcompletely fill the'post
=;`hole
- up to, the ground,, surface. Backiill, . either: earth or""'.
T .., ,.'-concrete,
shall be crowned up around posts -at., the :ground „
surface .
7 No stress shall be applied to posts'set'in concrete until
:at least 24 hours after the concrete has set.'
7. , .
Stretching the Wire
IA
a.: ' Woven wire - In warm weather, wire shall "be stretched
,
,
until 1/4 'of the. height of the- "tension curve" ,is =
removed. In cold weather$'remove'l/2 of the tension -
•'
curve.
-
b. Barbed wire - In warm weather, a stretch of 100 feet
should -sag 4 inches in the middle and 2 inches in
cold weather.
C. Wire at end posts and corner posts shall be wrapped
-
and attached to itself with 3,twists.
- s.
Attaching Fencing to Posts
The fencing shall be stretched and attached to posts as
follows:
a. The fencing shall be placed on the inside of the post
facing the area being protected, except on curves.
Where appearance is critical, fence may be fastened
to the "outside" of the post.
b. The fencing shall be placed on the outside of curves.
C. Non -electric fencing shall be fastened to wooden line
pasts by means of staples. Woven wire fencing shall
be attached as a minimum at alternate horizontal
strands. Each strand of barbed wire shall be
attached to each post. Staples shall be driven
"
diagonally with the grain of the wood and at a slight
downward angle and shall not be driven so ttgtlj as
n
to bind the arise against the 7cst. High tensile

• .::..� - JCS ..cuaad+."•� �..
fence will be attached accordi.n zo manufacturer's•
recommendation.
d. The fencing shall be fastened to steel line posts
with either two turns of 14 gauge galvanized steel or
iron wire or the post manufacturer's special wire
clips.
e. Wire shall be spliced by means of a Western Union
splice or by,suitable splice sleeves applied with a
tool designed for the purpose. The Western Union
splice shall have not less than S wraps of each end
about the other. All wraps shall be tightly wound
and closely spaced, -.Splices made'with,splice. sleeves
' shall have a.. tensile strength not less , than ,.80 �.
r a kart percent of the strength_ of the ,wire.
t� .r ;�s '' •.,i` � 1-. .. �''fr` jn }
gtieambank
,. Protect •on ... 4 �,,
r'. Fencing will be ,placed a minimum of 5•. feet ,from the top of
streambanks (10r ` feet in areas where bgo
anks are `sloughing�I
• V, • Y-. j ..' - .. . '., . - may.'• ., t ! .-ii
Safety - Fencing operations can result in painful', and serious
injury. The ' folloving safety measures are recommended.''
Wear heavy gauntlet leather gloves to protect hands and."
wrists, and 'boots or high shoes to protect legs
ankles. Tough, close -fitting clothing will prevent'
catching on wire.
;. When stretching barbed wire, stand on the opposite side of
'the posy. from the wire.
Keep chains and wire stretching clamps in good condition.
Carry staples in container or apron instead of in your
.pockets.
If you handle treated posts, do not rub hands or gloves on
face or skin. "
10. Electric Fence
CRITERIA
I. Permanent Electric Fence
1. Permanencv of fence.
Permanent electric fence is constructed with the intent of
being left in place for years. It is the equivalent of any
standard non -electric permanent fence. Therefore, the criteria
for permanent electric fence requires materials, design and
construction that will last :for many years with little
maintenance.

' -lev. Septem er __= 382-7
2. Number of wires and _spacin .
The number of wires and spacing shall be designed to accomplish
the desired result of the fence.. The following are suggested
wire spacings and electrical charge for different kinds and
classes of animals. When multiple ,wire systems are used,
spacing of wires should be designed to insure facial 'shock when
animal attempts to place head between wires.,
In most instances' -in the southeast, an all positive charge
fence'will normally suffice. _`If. -experience shows that.the-sail
,on .{site, will dry-rto..the point that,,"it .will not .cause"•:shock of
r the ,animal, then a combination --of 'positive y(+) and negative..',`,'(-')
wires'should be used. ,;. µ N tt ' x F4;,�
'6yittA
Y: :'. • . . ,.. w La_.,' - - ... r r y' _'� [ - ?h �t e � A t e Y -
7
` One :and `two wire :electric "fences may 4be"T used; lar,within-;farm
-us'es', such"=as 4streamsidefencing . arid: subdiv"iding pastures, w but
' may,-not.`be- used -"for ,property 'Brie; orroadside=fencinq.= `
+ra positive
chargedwire
, - �wground wire, r: K
► ' ' # -+/-- 'm -'positive or ground ,wire , i�
!. — r(
:Wires Animal `j ": Fence Height > ," ` Spaci:ng from Ground
E , Inches n �� =; , Inches .
,.,W'•_�
`Cattle y 25 'to 32 :-� �Z26 1.0 32+ :r��� � _i.
Hogs 12 12+
S'2 Cattle 24 to 36 °18 to 24+/-,j24 to 36+
Cattle',. 20 to 30 ,,,.�. '8 to 10+, 20 to 30+-
Sheep
Goats
,R Hogs 18 6+, 18+ a,
` ,AY13 Cattle , .34 to 44, 11^ to 18-/+, 23 to 30 ,
w/calves 34 to 44+
Div. Fen.'..
Sheep 32 ,..x,y 10+, . 20+/--, ,32+
Goats .
Cattle 46 20+, 34+/-, 46+
Horses
Hogs 18 6+, 12+, 18+
4 Cattle 40 8+/-, 18+, 28+/-, 40+
Sheep 30 to 38 6. to 16+/-, 12 to 22+,
Goats 18 to 30+/-, 30 to 38+
_ 5 Cattle 50 10+, 20+/-, 30+, 40+/-,
�1 Horses 50 +
Sheen '
.f
Goats

. .._- ---
2. ^ Wire
A.
B.
Wire shall be 12 1/2 qu iqe, single strand, tensile
strength of 130,000 PSI minimum breaking strength for
1 and 2 wire fences and 180,000 PSI minimum breaking
strength for 3 or more wire fences, with Type III
galvanizing. Barbed wire will not be used on
electric fences because of safety hazard.
Wires will be attached to line post by a method' that
allows them to slip. Wires will be attached to stays
in a manner that prevents stay slippage along the
fence.
;'C. Splicing of high tensile wire will be acccmplished'•by
crimping sleeves or "Figure eight knots." See
attached drawing._
D. Tying of high tensile wire to end posttlwill be y
accomplished using "thread through method" or :
.v" cram ing sleeves. See attached drawin fl;
:E. Tension of wires will be designed to maintain the `
,proper average height of the fence wires -and .
-; tightness to provide wire contact with animals, r''.•
.�;v. .Tension of wires will be approximately 200 pounds:';t
-Where sheep and hair goats are fenced; approximate)
-3t3Ci FcsrJ,'s of tension should be used. Where'wild ,.j,' ;
animal pressure is likely, tension should be
increased, especially on bottom wires to 400 pounds.
In -line wire tighteners will be used to maintain_.
tension on wires.
3.. .Line Posts and Offset Brackets
'A.. Line posts and stays will be either:
V` (1) Australian iron wood (eucalyptus), 2 inches in
'6 diameter. Attach wire to post by loose clips or..:
running through holes in post. Attach to stays `with
tight clips to hold in place.
(2) Fiberglass sucker rod of at least 3/4 in in
diameter. Attach wire to post with loose wire clips
or by running through holes in post. Attach to stays
with tight clips to hold in place.
(3) Fiberglass T-posts and stays of at least 1-inch
in cross-section. Attach to post with loose wire
clip or by running through holes in post. Attach
stays with tight clips to hold in place.
(4) Wooden posts of black locust, red cedar, osage
orance, redwood, pressure treatad pine or other wood
of ec_ual life and strength may be used. At least one
half of t:-:e diameter of J tta - r cedar and redwcod

Rev. September 1.- j4 38i-9
posts shall be heartwood. Pressure treatment shall
conform to Materials Specifications 585. Wire shall
be attached by insulators. See item 6 - Insulation.
Line pasts shall be at least 3 1/2 inches in diameter
• at the small end.
(5) Steel posts may be used. They may be "T" or "U"
posts that are new, painted or galvanized and a
minimum of 1.33-pounds per one foot of length.
Charge wire must be attached with insulators. See
item 6 - Insulation, for guidance.
t� Y
.(6) Posts for 1 and 2 wire fences shall be long
lenough to be set at least 18 inches in the ground. and'
extend at least 2 inches above the height of 'the_
fence. On sandy loam and more coarse .texturedsoils
,the posts shall be at least 24 inches in the'ground.
,.2
Posts for 3 or more wire'fences shall be set at least I..
, 24 inches into the ground.
s t T '
(7) Spacing of line posts and stays depend ^on
terrain and number of wires. Maximum spacing will be
: in accordance with Table 1. In undulating terrain,
L' space posts and stays so that fence height is
'maintained. Posts in dips shall be constructed so _-
that they will not pull out of. the soil. ',_ -Two inch or '
smaller posts will be anchored or wooden posts (3„1/2
inch) set to sufficient depth to resist pull out,
B. Offset Brackets
(1) Offset brackets made of galvanized high tensile
' spring wire with insulator of high density
polyethylene with ultraviolet stabilizer or
porcelain can be attached to standard barbed wire
fence or net fence to provide transmission line
and/or to electrify a standard fence. Place offset
brackets no further than 70 feet apart and attach to
wires of standard fence next to post. If control of
animals is desired, place offset brackets at 2/3 the
height of the animals to be controlled. Insure that
no wires of the old fence come in contact with the
electric fence wire as a short will occur.
4. Corners and Braces
A. Braces and end assemblies are required at all
corners, gates and angles in the fence line. Single
post corner, angle or end brace assemblies or "H"
Brace assemblies or an equivalent strength brace will
be used. See Attachment A for criteria on corners,
angles or brace assemblies.

-:;­ tuber 1994
3. - Energizers
A. Energizers for permanent electric fencing must be
high voltage, low impedance, short pulse that can
produce at least 4000 volts output when all fences
are charged (on) and under maximum anticipated load.
'It is strongly recommended that energizer be'
accompanied with one digital read out voltage meter.
' B._
Grounding shall be accomplished by attachment to a
minimum of 3 feet of ground rod per joule of
energizer output capacity. Ground rods shall be-1/2
to 5/8 inch galvanized steel rod or galvanized pipe.
Copper rods with copper wire may be used .if the '
energizer terminals are stainless steel., Locate
ground rods in a moist, deep sail area. Drive` "
sufficient 6 to 8 'feet rods into the ground 'at least
-
-of
,;�:
10 feet apart to provide the required amount
y
ground rod. Connect a continuous ground wire from
''"the
energizer to each rod or pipe with a galvanized
steel or aluminum clamp. , (Use copper clamp with only
'_copper
wire and copper rod.) More gourd rods may be
_': ,} .•a
needed for system to function properly.. (See diagram
of Electric FE:nce, Attachment B. )
7
7.1
'Lightning
arrester dEhdi be installed to protect the
.:,.3'.
energizer -from lightning striking the fence. install
an additional set of three 6-foot ground rods and
attach to a lightning arrester no closer -than 65 feet
from the ground rod set at the energizer Attach
the lightning arrester to the wires of the fence.
Preferably, install a "lightning choke"In the fence
line immediately between the lightning arrester and
the energizer. The lightning arrester ground must be
better than the energizer ground for it.to function
:.
properly, because lightning will seek the least
''•.
resistance route to ground. (See diagram'of electric
fence, Attachment B.-)
D, For protection of energizer, it is recommended that
for 120 volt or 240 volt energizers that a voltage
spike protector be used. Also, a ground rod should
be installed at electric company's transformer pole
(primary ground) and another ground rod installed at
the electrical circuit breaker box (secondary
ground), if they do not exist.
6. Insulation
A. Insulation used for positive charged wire(s) must be
high density polyethylene with ultra -violet
,
stabilizer or high density polypropylene with ultra-
violet stabilizer.

Rev. September I_j4 38�-z7
B. All underground wire(s) installations must be double
insulated, molded, aluminum or high tensile strength
steel 12 1/2 gauge or larger wire. The insulation
must be high density polyethylene with ultra -violet
stabilizer or high.density polypropylene with ultra-
violet stabilizer.
C. Insulators -for steel and other conductive material
posts must be high density polyethylene with ultra-
violet stabilizer, high density polypropylene with
ultra -violet stabilizer or porcelain, that withstands
":. r, . 10, 000 volts or more current leakage.
. r_. D.A Insulators for end, corner, and angle braces must be
i high density polyethylene with ultra -violet
stabilizer, high density polypropylene with ultra-
violet stabilizer or porcelain. Do not-use"insulated
tubing for attaching around post of brace assemblies.
A. Electrified gates may be constructed of a. single
"i straight wire with a spring loaded insulated handle; °.
or an expandable, . coiled, high tensile, •/12 1/2 gauge
wire attached to an ' insulated handle. :The number' of
wires shall be determined by the fencelobjective.;r;
The gate shall be constructed so that it- is non=
electrified when the gate is open. Overhead or
underground transmission lines will be used to carry
' electricity past the gate to the remainder of the
' .'. 'fence..
8. :Flood dates
. A. An electrified flood gate may be used in lieu of a
„ non -electrified gate if desired. The electrified
' flood gate is constructed by stretching an
electrified wire across the drainage above high water
flow level. Attach droppers of the -12 1/2 gauge high
tensile fence wire to the electrified wire at a
spacing of 6 inches for sheep and 12 inches for
cattle. Hanging wires should be approximately 6
inches above average normal water level. Connect
gate to electric fence with double insulated cable
through a cut-off switch and flood gate controller.
If flooding is expected to last some time, switch the
flood gate off. (See Flood Gate drawing, Attachment
C.)
II. Temaoram-Electric Fence
1. Temporary electric fence is constructed with the intent of
being left in place for only a`short time period. It is not
constructed as an ecui,ralent of a permanent fence. Therefore,
criteria for -tn __W :uric fence regu .res materials, design
A^nstract_ - _z accommlish purpose and

last _ :e a pericd planned with nc zre ---_--_, ce --aan
desired.
2. Number of Aires and anacin
The number of wires and spacing will be designed to accomplish
the desired result of the fence. See permanent fence guidance
for number of wires and spacing. Temporary net.fence is
available for animals such as sheep, goats and hogs, and for
crowding areas.
3. - Materials
Many companies provide portable fence systems that use such
materials as polyethylene wire and tape -'with steel or -aluminum
wire woven. into them, aluminum wire, plastic and fibe=glass
post, reels to xoll up wire, and portable battery operated;f
energizers that are high voltage,•low impedance` that "can qy
produce sufficient voltage ,to turn livestock.'..:.. Temporary.:fences
may, "be- attached to permanent fences to further subdivide
pastures. Follow manuracturer's'directions'for construction, ,
use and operation. =,
Considerations
I. ' Training areas should be used to condition .livestock 'to
fences. Select a well fenced. area and construct an
electric fence across or around the Area`to'alloW:animals
to coma in contact with the electric fence. •,Normally,.a
minimum 12 hours of exposure to the electric fence is
required. Most animals will be trained fully in 48 hours.
When animals are approaching the fence with caution, they
are trained.
Plans and Specifications
Plans and specifications are to be prepared. for each specific
field site based on this standard. -Operation and maintenance
requirements will be included.
Operation and Maintenance
Electric fences will be regularly checked to determine the
voltage on the fence. If voltage is not sufficient, determine
the cause and correct. During dry weather, ground rods may
need water applied to soil around them. Maintain proper
tension an the fence wires. Clear brush from fence lines to
reduce voltage loss. Remove fallen limbs. Overhanging trees
and limbs should be trimmed or removed as needed to prevent
their falling onto the fence. Electrified flood gates must be
maintained. Keep clear of debris. During extended flooding
periods, switch the flood gates off.
References: (1) Fences for the Farm and Rural Home, USDA
Farmers Bulletin No. 2247, (2)Material Specyfication 591, (3)
Information Sheet NC-ECS-124.

Ta
ble able 1 - Sp g . j-:enca Posts ara Uve to Nk..,ber of Line Wires
High-tensif Electric fences. Erected In Straight Lines Over Level Terrain
Number of
Maximum Spacing.ct
Maximum
Una
Primary line Posts
Stay 'IV
Wires
'Distance",
Without
With
S=
Sfty-s
%
2
1w
11000
01.
4.
100
R,; .
n ell
V- Z
7, q rp.-
41�
-A JL;1111..
7
T

CONSTRUCTION SPECIFICATION
CONCRETE
1. Scoce
This specification covers the quality of concrete, steel reinforcement, the
forming, placing, curing and other requirements for concrete construction of
simple slabs, low walls (not to exceed 4 feet), curbing, aprons, ballast etc.
2. Definitions
0. i
} In this specification, the "engineer" is the designated Natural Resources
Conservation Service representative'."' The "contractor" is the'iradividual
company who performs the construction.
3. Composition ;
' Concrete shall be composed of Portland cement, fine and coarse aggregates, - ...
water and, when specified, air -entrainment, set retard ant'or other admixtures.:.r
These materials shall conform to the follc'win'g requirements:
'Portland Cement -Portland cement-sEiall meet the requirements of ASTM
Specification C-150 for Type I cement, unless otherwise specified. Cement shall
be p.operly stored and protected from weatner,'dampness•or_other destructive
<; -agent. Any cement which is damaged will be' rejected and' not permitted to"be
used in the work.
;r Aacreaate - Fine aggregate shall meet the requirements of N.C. Department of
Transportation (DOT) standard size number 2S. Coarse aggregate shall be N.C..-
DOT size number 57 or 67.
Water -Water snail be clean and free from oil, salt, acid, alkali, organic matter or
other harmful substances.
4. Desicn Mix
The contractor shall designate,the design mix and submit it to the engineer for`
approval prior to placement of any concrete. Unless authorized by the engineer,
the concrete mix will meet the following guidelines for a cubic yard of concrete,
Cement 564 lbs. minimum - (6 bags)
Coarse aggregate 1850 lbs. maximum
Fine aggregate 1450 lbs. maximum
Water 6 gal./bag of cement maximum-(36
gallons)
The contractor will submit evidence as required by the engineer, showing that the
concrete ingredients comply with the requirements of this specification.
After the design mix has been approved, no grange in the source, character, or
grading of the materials shall be made without due notice to the engineer. No new
accre-ats, nor any aggregate found to differ in quality or properties from the
materials cn Which the design mix has been based shall be used until the engineer
vacs•wc ccvc�e'=

has determined itz _unrQrmity with and nas approved a new design
mix based on the new or altered material.
S. Consistency
The amount of water used in the concrete shall be the minimum necessary to
obtain the required workability. In no case shall the water content exceed the
amount designated in the design mix.
The consistency of the concrete shall be such that it can be worked readily into
the corners and angles of the forms and around reinforcement with the method of
placing employed on the work, but without permitting the materials to segregate
or excess free water to collect on the surface. The free water contained in the
aggregate must be considered as a part of the mixing water in computing the
-water c_ontent.. Y­t�Y' }R'
"The slump shall be. between 2 and 4 inches when tested by'The Test'f6r,.Slump'1';
of Portland Cement Concrete," ASTM Designation C 143
- 6. Mixers and Mixing",cif' f r
. 1 .
Concrete may be furnished by batch mixinsg at the site of work or by;readji-mix>..
V ° methods. T'ne-:mixing equipment shall be capable of combining the aggregate;
cement and water into a uniform mixture and of discharging this mixture without
_.segregation
--.. o-� `rµ'. r . '•' - .,n .•. .. ,...' .J: .s .: -'r :.nt _. ,;w e ,^i�, �t r;',
.When the concrete is delivered in ready -mix trucks, the delivery ticket must show",
the time of hatching and the amount of each of the ingredients in the load..'
7. Forms
'Material - Forms shall be of wood, steel, or other approved material.
'Construction - Forms shall be true to line and grade, mortar -tight and sufficiently
:J rigid to prevent objectionable deformation under load. The form surfaces 'shall' be
smooth, free from irregularities, dents, sags, or holes when used for permanently
exposed faces. All exposed joints, edges, and external corners shall be chamfered
unless otherwise directed or indicated on the drawings. Bolts and rods"used ,fcr';�.:::,
,Try internal ties shall be so arranged that, when the forms are removed, metal will be
.riot less than one (1 ) inch from any concrete surface.
NRCS•�Sc

Coating - Forms for , cse I surfaces shall be coated witn a non -staining farm .: ,
which shall be applied oe*"cre the concrete is placed. After oiling, surplus oil on
the form surfaces and any oil on the reinforcing steel or other surfaces requiring
-
bond with the concrete shall be removed. Forms for unexposed surfaces may be
'
thoroughly wetted in lieu of oiling immediately before the placing of concrete,
_
except that, in freezing weather, oil shall be used.
Removal - All form removal shall be accomplished in such a manner as to prevent
injury to the concrete. Forms will not be removed before the expiration of the
minimum time indicated below except where otherwise directed or specifically
authorized.
Beams and deck -type slabs 14 days .
Walls and slabs in contact with the ground 3 days
8. Embedded Items
,
M
Before concrete is placed, all embedded items will be firmly and securely.fas"tenedi�;:
in place as indicated on the drawings.. Embedded items shall be free of -oil and
�r'ST
-other foreign matter.
{
9. Steel Reinforcement
} „ :
All reinforcement shall be free from flaky rust, ail, grease, paint or other substance"'
.
-'which would impair the bond between concrete and
steel.
. = ;
Steel bars for concrete reinforcement shall be deformed billet -steel bars, r
:_•']]]
(
conforming to ASTM Specification Grade 40.
.A-615, .,
Welded steel wire fabric shall conform to the requirements of ASTM Specification '
-
Reinforcement shall be accurately placed and secured in- position in a manner that' .>. .
will prevent its displacement during placement of the concrete. Splices of r
reinforcing bars shall provide an overlap equal, to at least 30 times the diameter or
the smaller bar in the splice. Welded wire fabric shall be lapped as directed by the
engineer. .
`, ..
10. Conveying'
Concrete shall be conveyed from miter to forms as rapidly as practicable by
methods which will prevent segregation or loss of ingredients. There shall be no
vertical drop greater than five (5) fleet except where suitable equipment is provided
to prevent segregation and where specifically authorized.
No concrete shall be placed until the engineer has given his approval of the
subgrade, forms and reinforcing steel in place. No concrete shall be placed until
the engineer or his representative is present. The contractor shall notify the
engineer of his intention to. pour at least 24 hours in advance.
Before any concrete is placed, the forms and subgrade shall be free of chips, dirt,
sawdust, or other extraneous materials.
11. Placing
General -Concrete shall be worked into the corners and anoles of the forms and
around all reinforcements and embedded Items without permitting the materiais t

segregate. Concrete shall be placed within one anc :ne-half (1-1 /2) hours after
the introduction of the cement to the water and aggregates.
Concrete, when deposited in the forms during hot weather, will have a
temperature not greater than 90oF at the time of placement. Ice may be used as a
portion of the mixing water to control temperatures provided all ice is melted in the
mixing process. When the atmospheric temperature reaches or exceeds 900F, the
concrete shall be placed within 45 minutes after batching.
Concrete, when deposited in the forms during cold weather, shall have a
temperature of not less than 40OF nor more than 80oF. The aggregate and mixing
water may be heated to control the concrete temperature;. however, the
temperature of neither aggregates nor mixing water shall be more than 100cF just.'.
prior to mixing: The materials shall be free from ice, snow and frozen lumps
before entering the mixer. 1;
t {!
Concrete shall be deposited as close as possible to its final positiori in the forms.->
The depositing Of concrete shall be regulated so the concrete may be cons(ilida�ed,,
with a minimum lateral movement. Concrete shall be consolidated with the aid of
mechanical vibratingequipment su supplemented b hand-spading"and r' ddin
.pp Y g� r,
'-Yibratin e* ui'ment shall b'a of the internal • 5. q p type and shall at all _times he adequate ; �`•��.:
to properly consolidate all concrete. All concrete -placing equipment and methods
= shall be subject to approval.
Lifts in Concrete All concrete shall be deposited in horizontal layers
approximately twenty (;10) inches in thickness unless otherwise. authorized or,',
:directed. The The placement shall be carried on at such a rate that the formation of
cold joints will be prevented.' If a delay occurs in excess of a forty (40) minute
interval between any two (2) consecutive batches or loads, or in case of any delay �?
between placing of batches that allows previously placed concrete to take initial
set, the contractor shall discontinue the placing of concrete and make a
construction joint satisfactory to the engineer before proceeding. with the placing
' operations.
Concrete on Flock Foundation - Where concrete is to be placed an rock surfaces
the rock is to be clean, free from oil, standing or running water, mud,
objectionable coatings, debris, I��ose semi-detached or unsound rock or fragments. -
All rock surfaces shall be wet immediately prior to placing concrete.,'.r.
Concrete on Earth Foundation - Unless otherwise authorized by the engineer all
concrete shall be placed upon clean, damp surfaces which are free from frost, ice,
standing or running water. Concrete shall not be placed upon soft mud, dried
porous earth, or upon fill that has not been subject to approved rolling and
tamping. Where concrete is to be placed on dry surfaces, action must be taken to
prepare a damp, moist surface prior to placing.
12. Construction Joints
The placing of concrete will be accomplished so that construction joints occur at
locations shown an the plans or as approved. As a lift is completed, the top
surface shall be immediately and carefully protected from any condition that will
adversely affect the hardening of the concrete. Joints shall be clean and keet
dame until the new concrete is placed.
13. Excansicn or Contraction Joints

General - Joints shaii ze .: -sided at the locations indicated an thedrawings and
according to the detaiis shown or as otherwise approved. The methods and
materials used shall be subject to approval by the engineer. In no case shall any
fixed metal, embedded in concrete, be continuous through an expansion or
contraction joint, except as specifically detailed in the drawings.
14. pinishinc
Defective concrete, honeycombed areas, voids left by the removal of the forms '
and ties, and ridges on all concrete surfaces shall be repaired immediately after the
removal or forms unless otherwise 'authorized or directed. Voids left by removal of
tie rods shall be reamed and completely filled with mortar. Defective concrete
shall be repaired by cutting out the unsatisfactory material and placing new
concrete which. shall be secured with keys, dovetails, or anchors. Excessive:<`sY-
ff P,fr� rubbing of formed surfaces will not be permitted All unformed surfaces of ,
concrete, exposed in the completed work, shall have a woad float finish with
, ` L
r additional mortar.
+� f, 15. s Curing
Concrete shall be protected from excessive drying for a curing, period of at least 7
days after it is placed. Exposed surfaces shall be kept continuously moist for the
entire period or until curing compound is applied *as specifies' below. Moisture',,
shall be maintained by sprinkling,'flooding or fog spraying,,ar by covering with
continuously moistened canvas, cloth mats, straw, sand or other.approved •;.x ,+.k ;.:.
} material. Wood forms {except plywood} left in place during the curing period shall Y, f y,
be kept wet. Formed surfaces shall be thoroughly wetted immediately after farms ;.T
`.are removed and shall be kept wet until patching and repaired are completed.
Water or covering shall be applied in such a way that the concrete surface is not
eroded or otherwise damaged.
Except for construction joint surfaces, concrete may re coated with an approved
,curing compound in lieu of the continued application of moisture.
The compound shall be sprayed on the moist concrete surfaces as soon as free
Water has disappeared, but shall not be applied to any surface until patching,
repairs and finishing of that surface are completed.
The curing compound shall be thoroughly mixed immediately before applying, and
.shall be applied at a uniform rate of not less than one gallon per 150 square feet
of surface. It shall form a uniform, continuous, adherent fim hat shall not check,
crack or peel, and shall be free from pin holes or other imperfections.
Curing compound shall not be- applied to surfaces requiring bond with
subsequently placed concrete, such as construction joints, shear plates,
reinforcing steel and other embedded items.
i
Surfaces subjected to heavy rainfall or running water within 3 hours after the
compound has been applied; or surfaces damaged by subsequent construction
operations during the curing period shall be resprayed in the same manner as for
the original applications.
During cold weather, the air and forms in contact with the concrete shall be
maintained at temperatures above forty (40) degrees for at least five (5) days and
at a temperature above freezing for the remainder of the specified curing period.
Concrete, permitted to be cured with curing compounds, shall be provided the
same pratec`ion ac:.inst rree7ing and low temperatures ,s provided 'herein. No fira

or excess, sr -oil be permitted near or in direct cuotact vV1 :. _ at arl%
time.
16. ITEMS OR WORK AND CONSTRUCTION DETAILS
Items of work to be performed in conformance with this specification and the
construction details therefore are:
(1.) This item shall consist of furnishing materials, tools and labor to instail..
finish and properly cure the concrete
(2) -An-adequ t supply of clean water sliail be avaiia ale prior -to and ;dunng ' r
;.
the`pouring'proce'ss and all surfaces will be kept moist and clean br 3 ,
r"�
{3)' Concrete shall be farmed and finished to the neat lines and grades shown ,,> s
r on the drawings
I ��rM.' f i" `+x7,,c•. n #' r +rr; . A.,i.�- v .;1 , niF, r •- iS tic z - •�•,
,r Z,, A,,(4) Concrete design mix shall provide a minimumr of, 4000 psi compressive"
,4 strength at 28 days. ' L k S!s 77
Slump' of all concrete delivered to the site shall be 6etween-'2.5 and 4.0
� a r inches when jested by "The Test for Slump of Portland Cement -
' Concrete," ASTM Designation C-143 All
r i-w ,-y,7...:.} af.�., L' :+ ,• �t„. - , .. ' S.
(6) Air entrainment` admixture shall be added to provide 4% to 60,16 entrained
' air at.the' site.'' If concrete cannot reach the site within 45 minutes.:`,:
from' the ,batch plant a set retardant ar 'su er plasticizer admixture may
be' required.: In. no case shall water be_added to .the concrete mix
~enroute to the site or at the site without express approval by'thel"
'engineer.
(9) Curing compo+jnd shail he available at the site prior to delivery of
concrete. .
_ ,� c�.:c-_- _

CONSTRUCTION SPECIFICATION
FABRIC FILTER CLOTH
1. SCOPE -
This work shall consist of furnishing all materials, equipment and
labor necessary for the installation of fabric filter cloth for
slope protection under rock riprap and as a load stabilizer under
surfacing materials on 'roadbeds.
..Z.. MATERIALS
Fabric filter cloth shall be manufactured from synthetic Ionr4 g chain
;r. � ,q ,' ,or continuous polymeric filaments or -yarns w�sucli ass`po i ypr�o`pyi erne, T
po 1 yethy l ene; po I yester, po I yam i de,' .or po l yv i ny'I .i.dene'--ch I ar. i_de, The
:fabr,ic.{f i (ter cloth _shall be `formed, into a stable network' of '
r�
' "'f,.i I aments o r yarns,, seta i n; the i r,.re I at i ve = po5 i t ton to .,each }w;
'other, . are inert to commonly: encountered .Chem i ca ( s, • and -a're"
# 4 -rest stant to 'u 1 trav i o i et l i'ght exposure, heat'; `:hydrocarbons ' ai i I dew,
} rodents and insects. The 'fabr i,c f i I. ter c'E oth3 shah I ..be'}f re'e of ,any
f Chem i ca I . treatment or ' coating that in i ght s i gn i f i cantl'y reduce jt its
p� rmeab i l i ty and shall have no- f I aws or defects'hat -wou 1'd
significantly alter i.ts physical properties `�` ,3
/Fab r i•c f i I to r cloth sha l I be � of thef' nonwoven'',type 'arid shall canf o rrn.
to the phys i cal 'properties � I i sted Vn Table 1 , based' any=the `ave-rage
`'.rol I minimum value. Nonwoven fabric filter cloth fshal I' -be
manufactured from randomly oriented fibers bonded. together by the
E:needle punched process.
Prior to installation of any fabric filter cloth, .-the Contractor
,.: sha I I f urn i sh' the Contracting Off i crer ,the fo i low i'ng information.
'r (1) Name of product and manufacturer.
.7 .(2) Product description,' cheat i ca I-compos i ti.on,' '-and copies of
typical laboratory test values.
(3) Statement of compliance attesting 'that the' fabric f i i ter
1
cloth meets the chemical, physical, and.manufacturing
requirements stated in this specification.
(4) Signature of legally authorized official. attesting to
validity of information provided.
4. SHIPMENT AND STORAGE
The fabric filter cloth shall be supplied in rolls wrapped with a
protective covering to keep.out mud, dirt, dust, debris, and direct
sunlight. Each roll of fabric filter cloth shall be clearly marked
to identify the brand, type and the individual production run.
(page 1 of 3) R:C. FILTER ,_--1 i
14' -• r C

5. PLACEMENT
The fabric filter cloth shall be placed on the approved prepared
surface at the locations and in accordance with the details shown on
the drawings. The fabric shall be unrolled along the placement area
and loosely laid (not stretched) in such a manner that it will
conform to the surface irregularities when the'stone or other
material is placed on it. No cuts will be permitted in the fabric
panel unless otherwise specified_ The panel may be folded and
overlapped to permit proper placement in the designated areas.
The orientation of the width and length of the fabric panels shall
be , as shown on the drawings. .The fabric length shall be p l aced
-.pars I I e I to the d i rect i on of wate r f I ow un I ess otherw i se : i rid i cate'.
AZ;"'. •; r „'i-,*on the drawings. ',The overlaps of .panels and end roll 'detai is Shall
be as specified. The minimum overlap steal) be 18 inches.
r r Secur i ng staples shall be placed a I orig the edge of the apa'ne I and at p.
abrupt changes"in contour to adequately secure the" fabric.fiIter
cloth to the soi 1. surface. At overla s securing staples shall l.:be`
r inserted through both layers along a I'ine•through the approximate
`.; midpoint of ''the overlap. Securing �,in$ steal I be placed alorsg a I free
�L =.-approximately two inches i n from the edge of the" outer limits of-.othe
'.comp I eted.. f i I ter 'c 1 oth area at i ntgrva I s not greater than 12 feet.
F`y Additional staples shall be installed as 'necessary to prevent'any
s 1 i ppage of..the fabr i c, regard I ess of I scat i on.. Stap 1 es •sha I I.: be
machine made of No. 11 gauge or larger new steel wire formed into`'�a•
- "U" shape. The size when formed shall not ba less than 6 inches 'in
"•Re.":. length with a throat of not I ess .than 1 inch in width. 'Staples
normally used for securing erosion control netting may be acceptable
if approved by the engineer prior to installation.
7.
Riprap shall be placed in a manner that prevents damage to the
fabric filter cloth. In no case will riprap be dropped on uncovered
material from a height greater than three feet.
ITEMS OF WORK AND CONSTRUCTION DETAILS
Items of work to be performed in conformance with this specification
and the construction details therefor are:
a.
Filter Fabric
(I) This item shall consist of furnishing and installing the
nonwoven fabric filter cloth under all rock riprap and•on
roadbeds under crushed stone where specified.
(2) Fabric filter cloth supplied shall be Polyfelt, grade TS 600
or equivalent.
FASRIC FILTER CLOTH

ti
TABLE 1
.REQUIREMENTS FOR NONWOVEN FAuR I C . F 1 LTER CLO'i ri
'
Test MetI)rr�, ' Re�u i rements
�
r r df q
EquivalentOpen inS Corps of; Engineers
�: No �1 arg'er ,than the
i ze (EQS) `i CW OZC15
open i ng5 n, a'' US
�1
sl
Standard S i'eve `Nrrt
an `at r AcTiY1 D-16cr3
,: �,� 50r;�`MSi`n imum4
4���a
Sri fw 1
Fa t i.
YicG',� 1 -':'�'Spr t;. -�•,ti ,.
t i ur e- 4
c ;+- ^•t� x p .Y., . - y.o
r; f
's7 9
vy
r•, ..Tens "l a4"Strength °='r ` ' "AST' 'D-'+V�
y a :, SQ � ,,,1e s..Mi'mtzme.
,1 `1
Grab Test
Method � 6
3:1
k i, "Y',:.:"e 1e� 1�. IyF ,�4 SYS
•'y�] 1} 3•' .i"r, J , - .�. ". �
' ,� 3•� Y�r Y."• Fr�'rv'er wr',¢
-� �+ .,�lff- J
$urst Strengths ASTM:,Dv736
L Y ,` �.
320 `ps"i" Mi`r.Imum
a ps ,� �, <`, D i apliragm
Burst i'ng t
r4<<-Strength'Tester,,Methad
-
-,
--. ?,
':
J ;� A y" •ay 1', y lfi, i'' tir�x�, 7,,* .J 'it I .,.-` .Z. _,1
(Fa
.. .1 _♦ l - A �, Py,'. �,•}a aF. ! k_'�r_
f`IC)
Fermeab i 1 it'' r r K value I I i ng heaii %� C) cni/sec : M i n i mur
`Coefficient -.cm se' ^ in.� max.
hed)
he - ad)
ti`
_
<
Breaking St rength . •ASTIM 0-1603
135 lbs. M i n i mum
Average ra I t 'm i n i mum value -'weakest pr+i nc i pa I ' direct t un:Ws
SCS-NC (pa3e 3 „- FACFIC FiLT_z CLOTH
AREA 1

Sze
Xf
'�,0r/f�b6'
'�_ c r + -r r a'litrl-X f�=�d,7Pf 0 fl �jyr•� - - r Y.: : •,°, . - .ce:`� St 'Y ` ;,
°•�•4���1. �.+►�SS�fd N*a��:_`n / °p?'37 �a �.v/lI fs jar fS' ;,j� �¢� ��'S �� �' b ` -a�•s . � f I� :. ,
p. r •, r /�' L!/4> "LS= _^ _ .,,fs x �.. ',_ -� .yA-':. fw .��. r6 �r..1 �. ;� ;- 4 - L ~. �
�e �' • k-' '/ •j ��r�'/' ��,�•� .A! � .�; a• f� v��.�P �7 .,:mave: � b%�f�j% �^v N 'w� �'�-yf • 1 � ' !
.. M. .-�/.-�-. :�� Asa .. �'. 5 6 - .. +,. ! �jj � / -- �• � ,i � ♦-/�
/vPrs/l�a:�'
T ai 'c` S �,. T _ � � - `��r / ��- ���.5 4�� ,� ' ' ` - r...,-.., .! 11 ;.�vz i �.�' i�f�w :�•Ff f.y l�, !I/i�...�.: �,! '.i
44
�J"11p� 7�l
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i r.- :r• . .

U.S. Department of Agdculture NC-ENG-44
Soil Conservation Service 5/90
Diversion Data Shoot
Nome: e�e,,Ie�e LA County:
Field No.
Fqrrr) No. __..Tract No.
Reid Sketch
j,
-4-
Ground st rface "wo
'4 17
T 4' min.
7
'MrL Cna
niifreeboard
A"
I C,'034 Se,&ffoMOf'Divsl
Do Data . . . . . . . . .
Seeding -Mato f
�nn
Item
Seed
Unie
Fert.
Mulch
Kind
:ia
!roaO emdo;v
Rate
lb/ac
cc
jaao
--L-t/ac
TofalAmt.
lb
b
Ii6
R= SYatton
j:a6 e)
Oeslon Ron�y
Channel Grade
VeloclU UD fps
Ya]OcdY 042) fPs
YTV
+
*76
7 .4
7 T'. -3
-7 777
x x sy"
t a) ft
Amount to be vegetated 10, 14 (ac) RIdga Wdth ft
Note: Standard designs approved by area engineer
may be used. Show design number.
Remarks
14' 'j't 'eftr
t4"�
Design by,e"Z Y.
Date:-,
-3rovedby:

- - - - - - - - - - -
�reR.'EL
GRr`f'_:,-SED Wr-"'T-RWA%(
0 E I G N
f 0 J d, p
3d C7*1 i,
North Carolina Lincoln *CoUnty,
Desi-; gnef4by
--;-
R H M
�1-, Ch ik ed
y
Dat ,�-05/06/97,5. Date,
JobNur6b6r�.
4, Div�s i eIon C'. apacit.
'Reach RET
t a I I y-
"Q SI o15e •D=-2 V-
2 1 Area
ft P'S
ps ac
.77-- e�1 04,
t 5. 5 00
0 00 o 8 0 -,- V t ­­ ' 8"' ',O­7,,IT3-.'8 .01
3 '.'0 -0 9 2 9 ":,r2-
w
Total Waterway Area 0.0 ac
7.

t By RHM
county r, c o 1 n Is t a IC Dat.3:
.5ractice: Diversion I
2-
Orainage Area Acres
-es
Curve Number 74
Watershed Length 3 5 C) Feet
Watershed Slope Percent
Time of Concentration: —138 Hours
Rainfall Type ii
-------------
:1 r'Storm Number 2
- -------------
50 Z-�, -100 -
Frequency z-2 F yrs
7 "fall l'(1- 6 4 �,24 Hr Rain 3 3 5','
��,,r
,Raio 0 23 0 20 O.
t4-,0-.'-'13,- '00 '10
-V�
6.91 ..24 - 1 .90- -2'77, 3-.61 -,3.78'k.,'�--
,Runoff, 6 2 .3
14
rUnit •Peak Disdharge. f.26.0 -1--.-317 1-1 .332,,'1..342 1".-'3574:-'j'-1'.359
Ilk
k 't
'J'
(cfs/acre/�in)
-;'5 - 1 5
..2 --"2 .
-6ischarbe' Peak k' 1(- -- .; � "Y
-Cf S.)
----------------------------
Value(,$) prov'ided by CN sUbr-ou t i ne (F9)

r
n , Cor �y L:utz
:ounr.':e Lincoln
?ract_ce; Diversion i
OHM
Stara NC CIneC'k d
Data=
Hydrologic Soil Group
COMER DESCRIPTION A E C D
Acres (CN )
OTHER AGRICULTURAL LANDS
Farmsteads'.. 1(74) i
tiff
• ti - -;,h.• E� �a - rr , e Y �1 ' . 1 - r Y'' '. V it x ? ^ - a_
€ r•. Yt�f "''; "Y a,f�y ws rjtir. i;l'^7 tZl r; hr i�14� .�y i _d - k4 fi.. �+7 e,d- .!-S �v.fZ e Lre N',
f
•.:-. .._, ',�� t•i Y ram. � : ti { r:• r .4 "r ;+ �.' t r r y r ;' r W t Y 'n A � rs�•r
Total Area (bytHydrologic Soil -Group) rt r' :�,;.1 s
,� ,� .. f a, 'rr 5 k'r iaiJr�,'�.,�. h "`' r ;< ' S� '. �� y't ';�.. Y u� .r c � _ :�. r -',� ve r ry.� 'i � ',y ..7.Y�' ''F ,7i, i >� .fd� .1"ri.tlt ie' 4C.• (, r ;"�' r �.F
f 9 � r ,-j" lM � '�,K.�'Yy2,.}, re{ a �, � r r - `+{c;,,;, 4 r@ 5• 3 �eJ ta r�+r � � r �. Y:,�'' � rr",r t � c �"..
�,� �`;�'�y�t-'r.Grf`!W.j
h '.r`.N° r -'.i � � �:t. �.�a�"�ii? "'s �'�?•- r. S1kG '' p•s'rr.� {7 �.��r M'«'wr �r - s�• �� � '� r ..+r r �"! kE:+ti s=i t r x-. � � : � . lido T.�,9 �� ,`{ �'+•�ti" �u� ',
r � �4 �rN .tom � -f#d� '�'L �'-}f:� F 'O'r �''j ,.,� rj"k -y, '' ` � 5 ? � � � •,c � .,t7 '�'i � ^fit J•. wt� 'J';� f�+ '!. `".'�'
.. :�:r x �':. 'r .,.A -' Y.y ��.'^I j J" _:+ �a r - •_ � '"�� s �•_: w ti i::.� r F' h* �� Z: ' ���" �". ti7 4-ar� ��..;.k ^.ram,
___ -��• _ ter. — P _ 1 _ _ _ _ _ _
�r _ � t'TT 3 ..� ...1 �.'... Z ' + - A .. 1. T � r3 � ,rt �r rt.,,,.W+�,.- �i'4.r�'I '. ',� �� s: y* e � ','R i.• r
ww. a r re s r !TOTAL DRAINAGE AREA 41 Acres `Y WEIGHTED CURVE: NUMBER :7/,
k��,�ra r_ s. Y u7,. s r.r�l_r,arn �_S.a r% rah.
' f.. + ' - t' S S' ;a d 'k a' G Fty ♦iv u :� x I.r} � � �7x. , A- � t. - +"" ,2' r„ '� -4 _f-v k �ti', Lf �. °rr�.. A #!' �f` ' r-.f -
r 4, }s r� -i _ - - ;, r ti `r•,n S r z s - .t. i
r..,sr. 7 '•�r �3 �' i U... �•dt� +��T - r,� ; �r rs ?T-c ..1 �..t 'j i -i a: p �.
.F �N �. s s - -! sN- }- �4.. as r r' - 'i. r•.r ,, � �> e. t r- ,� � J ,q.. r r�� if t a
(( } s
e s ..� � SS i. r.x� 7' g - ��� y `r k ' r' �c 3Y� �'f� r�+L � r-_4. ww .�.' '� � +y '-� c - ;f '�.:�� � tih; 1 � f'r��slsr� s'"d +ra,Ftl r�pyr- .7�r _� �• .
� � .tiro ai• . 1 `�5r s'�� r -_ p��€ � 1� e�ro5..rrr :..r Ll� l".r'VL �.� L..-
t r ,r• A iti- a,*+v YfR. - y-1.h "' 12 - -F - _ e, '.� 'S'd' ,1+ .�....'y:F"'.r r"''ti j.s�`Se'r 1KFrt ,i.y �r,�,7,rr s ..:
•�. ,£" .rt.t ?-"` ,yf ;N. -T C , E , ' ti 8� "s , s- r 4 H 3. k t• yA°; r,. .s Rj
r,� Y ,_A.-''�',�, ,y� ��- w ». _ , •7 f t :3:>. G'i; + '� "•« „ ritr `� '
.t`` _ r 'z Yti �Y . •i;,g re .. ,. _ - .- ,.. � .a. ti r _-:'3. ,isa.
,y
ti
1,
y �`r i it-.��€w q �.�. � � :.�' : M� k: �:�r. } .; v r .-: r= t • F`! }; r,a � * _i ta" r - � '

A-
Diversion design for Corey Lutz 'Dair,/
Lincoln Soii And Water Conservation District, Li:ncoln'County Field tofl;ice
. ,'.DESIGNIG.N PREPARED &C
02-1771997.
-t ."1_ 7 T,
o J
-P ARABOLIC VEGETATED­rCHANNEL- DESIGN
- 'L
;­RETARDANCE
0"!2 ;r
S.
114'4 , .... w. A r i
CHANNEL-` CAPACITY...
e- -t
t.­­k­'.- Z".
DEPTH 'OF', FLOW' Its "% ­4�'fTA,
LAI 1-i
I's
67j" I FEET
vqi�
AT
WIDTH IN FEET- 3 f0P (4 CHANNEL
CHANNEL GRADE IN PERCENT 3
CHANNEL 'SIDE SLOPES .4
AVERAGE VELOCITY IN FT./"SEC 2 24'
CHANNEL -LINER N VALUE

Me under = o':f Trail at Diversion outlet For Corey Lutz
_il •JA+^ SlJl_ i'111'J waver Conservation District. Lj11cVl11 CVU714! Field
Office-
DESIGN PREP&E.0 DY
DATE 07 1997 y
,15
k
FULL `PIPE FLOW (OUTLETS; CONTROL IN CIRCULAR ,PIPE; ONDUITr=
'y'
:y: `f. '+ .j Y +fb
.. .1 3F }:M �l •y dtx tw<'•1 � q ri k"i`Ih ail .l F� S (� ,
•11-
''J. 1 1
� 1
1.�.i
t{
I
.. l- .,L
.lyr -S r , f ,{ � 3 .� IrJ YI: S Ji I
,. DI�C�-IARGE IN .CF5' --1'�k -1- :."
1704 �GALLONS'PE.;MINUTE ".;,�<:;+'
,
'PIPE
DIA .r ''INCHES
•S.
.
: J
HEAD ABOVE INLET FT - ,i
.,' �
1l dr. 1 t �ti +.f
Z
•
-:.... "n. .. i .<
_
.m+ 1 #; - -'gym 1 c. •t 's _'
its
�_OF
{ r
- SLOPE PIPE _
'
LENGTH OF PIPE - FT,.-, 20
'
ENTR LOSS COEFr= K2 - 1,2
.
ORIFICE COEr=FICIENT - ' ! .67
MANNING'S n VALUE - 1102
i•��
FRICTION "SLOPE d 67.58
Of 10
.
THE DESIGN ABOVE IS 'VALID ONLY FOR PIPE SLOPES GREATER THAN
6 - S8 PE ,i EN7

,
under Gravel Stock -Trail lFor Corp-y Lutz Dairy
i:_i ifi+� '�4Y-=7 �Tl' C, J,�__'�li ram? �i'a .:c)I �,i�lii�, ?i
.DE'1GN PREPARED BY
DATE - 07.-115-199:
_ BlULL PIPE FLOW ; OUT,LET
:CONTROL) IN CIRCULAR PIPE CONDUIT ' 3 ,
f ., .. �6:' r i?,.. '-. ..-::, :.. i ... ,.., ...
' .`f^ ,.
-' r,•'.. f v - �4' , '. i.a � a.t ,tit _ ..,; t , .';,.nf � +c'
DISCHARGE IN Cr=S -
97 '
-40504 5 GALLONS PER -MINUTE
,
r PIPE. DIA . - INCHES
y° 'q
HEAD ABOVE INLET FT.
2
M°f.." :, S .�
1 SLOPE 'O PIPE e - .
•8
LENGTH. -OF 'PIPE - FT
- 20 7.
7
.
ENTR. L05S COEFr. Ka
- 1.2
ORIFICE COEFFICIENT
- -.67
., MANNING': VALUE -
.02
FRICTION SLGPE - p
955.72
THE DESIGN ,-BOVE IS
VALID ONLY FOR pIPE SLOPES,_GREATER THAN
965.72 PERCENT
:x:.."X x -.:K: :K; :K:z:k:k,k le k:K.,

Cat a
lount. L !no wW 1"ata.
Kc
onactiva: Rise
------------ 7-- -------------------------------------------------------------
Hvdralogic Sail Gcour
COVERTEMP11THN
------------------------------
-1c roe C CN
------------------------------------------
CULTIVATEWAGRICULTURAL LAND5
Row croQ, _Straight row"(SR) povr
—(by
y
+7otal"Aria Hyar-olo"ii�nTS6!1 GO&)
I
25 n
4
4%Irl-SIAS-' K On,
50
- ----
-- ------
-v ,K-vjjp 1, MAWAGEMEW
2504drIsk
TOTALM
f�YpEIGHTED:CURVE.NUM
---- -------- ------------
zc.
I A .1:
Z11
:,7

Carol lit--- .74,
Oc
Donn 17-11- 7_
Tall:
Curve Numbw
watershad QwISK
A00 Fiat
Watershed Mop,
I Percent
NAn K Owncontration:
III H
G U r
Rainfall rw=�
-1: K&M -Number
1z
-3
non
raquency Us
-2
0 1.51 10 An .5 A
%A
7H q,Rqi f iql
515 A
M h0j" $07
'i6'
it; iav
.0 fib
.09 109
0 0 7. 7
USSTA Y 1
0. is 1 Ob. it
10 .01. 10
0.10-,� .0 1
Win
I 'Runoff i
1;3101.71.
F2.46
'17
;'Unit' k•Discharge
1 .211: 111269
1.2911. 11296.,,o�,
1.290 j 1 291
.Pva
.6
L-74-Y
TV k Dilcharse K s
4 1,! 54
79 11;
141 147,:
.*T7.vacua{ provided by„CN
subroutine
"'S
4

IRRIGATION SYSTEM DESIGN AND
• � � ' r, J .INFORMATION > : � � � � r ,
y '� ° r• ' ice. d t Awn
Too
to R
r . 4 t.
' � '� t sr : s � � � �t - r I +%:. d L I YF x •\ r n lays _ :_-d, - t > t�r5 i tip\ . , sa � ,:�" �
>t Y,. � � '� � �� },r,�' is \ �' 'w .� ': '�, r _ +'" �.� ti + rS' a $ �W5 '� : _ � r � ^r \'Es q 'f*+t..� u'� •a f
f ^r hr i�'.G �' 11f• r I �[ ..
i" rr % s-
.'..o: , a ii. ,x� _•� { s'r i. `}r'L.. '+`Pi ,; ot_.
r ��' Y�i ', ,•� ,f� 1. ;_ - ...IJ
cz

111 i
United States Natural Resources Room 202, Fed. Buldg.
Department of. Conservation 146 North Main Street
Agriculture Service Rutherfordton, NC 28139
September 17, 1997
Subject: Corey Lutz Dairy
Irrigation System Design
Waste' Management' System '
To. Rick.McSwain, District Soil Conservationist"
•<:
tr ..
Elton Barber; District Conservationist.
I have reviewed irrigation design for Corey/Lutz Dairy submitted by
Johnson &Company, '.Inc . on September 12, 19,97 . My review did not.
;,.,,.include check of operating 'pressure, etc. /A general review, of overall .,,,,
System was made. I have the following comments.
V
1) The specification sheet used is 'outdated and the "approximates.``
maximum useable size of fields -in. table 1E -,Field Specifications,` ".was :•
not -sent to Johnson'& Company.' Inc'.: ;BasEd On'bur discussion" t-oday_;the`
minimum size effective area was determined as follows:`'
Plant•Available Nitrogen in Slurry Pond - 4,450 lbs
Pasture Realistic Yield - 6.8 AUM
Nitrogen requirement 16.4 lbs N per AUM .. ....
Apply manure at 75k of Nitrogen requirement on pasture 5.
Application rate = 83.6.1bs N per acre per year
Estimated Nutrient content - 6.5 lbs PAN/1000 gal = 176 lbs •PAN) ac=in. �`•,;:
Each Year approx. .5" of waste water and manure could be applied per'R
acre.
Probably only .4" will be applied per year based on irrigation system
design. This will be approximately 70 lbs PAN/acre/year
Minimum area needed = 4,450 lbs PAN/70 lbs PAN/acre/year
= 64 acres

2) The specification sheet should have shown acres under traveler
coverage as 64 acres. Note: This definition of useable acres is new
since data was originally sent to Corey Lutz. I computed effective area
based on given data in table 2 (i.e. effective width X effective
length). Considering these values, I computed 67 acres of effective
irrigation area. Effective area may have been a.lit.tle larger if
Johnson had used regulatory definition of effective area.. Area covered
by a traveler are: a) 80t of -wetted radius outside thel'last-.travel lane
and b) Beginning and end of pulls - 60%r of wetted radius-.,' 'Corey .Lutz's
waste utilization plan should be corrected using effective area covered
for each field.
., 3) Johnson clearly recommends; an agitator �t.o be#used' prior to tr'
Irrigating. This 'should be 'considered :Ln. cost share ,contract! if Mr i :k ,
a
Lutz does not have -access to, one.
.. or r , tr ea .rr'
..The, irrigation 'design appears to:,meet` h-�requirements,fof.',NRCS
} °standards f'�You`=heed''to 'correct"the .,waste`,,-'uti'Ti"zation'" lan tij ryou have
any question`s' related to'Y O, Wfi I compute nut :ents�";in-"the blast-e
i' management system plan; 'pTea'se call-'k tPiease sendr'me',<a`7,copyrcc,f revised
waste utilization' plan for my -'records
,d h _ ,- e rrwb !t - N sx 7 ~I i ,•",rx-.,
q
'4_ .. ':*"r` -r„;„_ ,. i � a-.n. M , i.` i Fla' f7fI ,"" &•r;�..-�` .� z r '
r-'- a,' i,.. -. __ r t• .-u •- � ��, 4t `a;�''rt�' it= .±,s,. 1, s. '-r
3 r ,- a,ry7,'"?„�' �I , s - u T a s y�� a r 'a'^ >.� �' .`ry .�b��4 F�"F �d "'�'^• .,
• r i. �.-r- - f .�' F�` 1 r �,, J r � 1. � � '' t'�i i r 7 ;c
-
- ly V L - I . t W ' ; N y � . ;'7",: S. • i 1i f rt i t - 4'.
Samuel C. Bingham
;,,Civil .Engineer
Enclosure

_Tj �7 GU
N _ (� N_ R ! � I �f T
100 SERIES BIG GUNS -- 24° TRAJECTORY"
100 T TAPER BORE
NOZZLES
P5.1.
Nozzle
GAM DIA.
Nozzle
GPM OIA.
`fezzte
GPM VIA.
Nozzle
GPM DIA.
Nozzle
.T'05'
GPM OIA.
Nozzle
GPM 011.
No*"a
GPM QIA.
-Nozzle
GPM QIA.
Nozzle
9'
GPM DIA.
Nozzle
t.0•
GPM VIA,
s,
50
5D 205,
04 215'
14
225'
87
235,
1p0
245' I
11S
256'
t30
2e5•
t50
273•
155
280'
204
300
70
6o 225'
7S 238'
96
2S0'
103
203'
I 12D
27S'
tie
293'
t5S
29S'
177
302'
197
3t0'
Z43
J38'
90
66 245'
83 258'
100
270'
111
283'
133
295'
155
306'
175
315'
201
326'
223
33S•
214
382'
110
79 2e5-
12 276'
111
290'
129
303'
150
315'
171
324'
195
335'
222
344'
247
355' 304
380'
'
7
'Availaht; only wish F100 3 SR100.
'
100 R
RING NOZZLES
PSI
•71 RING
.77 RING
.61 RING
.86 RING .09 RING
GPM DIA
GPM VIA
GPM VIA
GPM DIA GPM VIA
4a0�
20
78 212
01 215
t03 224 !1
'
W
�1y16r8
r~• I
`
60
8f 235
96 240
110 245
125 290 41
- 7o'r
"!^K7 4 -
Vol
eo
94 253
111 265
127 215 1
145 265 1 153 300
IDO
105 270
124 2BQ
142 29S
lei 3DS 102 320
"The diameter of throw 11 spprmllimetaly 3%Ieaa
Ipr the 21• IMOXlWy angle. 0% Isa1 for 161
150 SERIES BIG GUNS
- 240
TRAJECTORY"
150 T TAPER BORE NOZZLES
100 DIN DIFFUSER NOZZLES
93 RING 91 RING *.SON 0.e ON 0.7 ON 0,80N
)PM OIA I GPM DIA 11 GPM VIA I GPM VIA GPM OtA I GPM E!
236 335 — —
PS.I.
Nozzle
7•
GPM 01A,
Nozzle I
9"
GPM OIA. I
Nozzle
.9'
GPM DIA.
Nozzle
10
GPM VIA.
Nozzle
1.1•
GPM VIA,
Nozzle
1.2'
GPM VIA.
Nozzle
f.3'
GPM VIA.
,. t
6o
110
255'
143
295' 7
162
3D5'1
T22a
32a'
275
345' 1
330
365'
1 385
380'
60
125
290'
165
310'
2f0
335'
2e0
M.
315
375'
380.
M.
445
410'
100
143
310'
165
33D'
23S
3SS'
290
375'
355
400'
425
420
500
440'
ITO
T
120
157
330'
204
350,
256
375'
320
395'
395
420'
465
d0'
545
400'
150 R RING NOZZLES
PS 1,
Ring
11;
GPM
DIA.
Rlnp
,l
GPM
01A.
Ring
106'
GPM
OIA.
Ring
1.18'
GPM
OIA.
F
1.26'
GPM
01A
Rinq
1.34'
GPM
OtA,
Ring
1.4P
GPM
DIA.
7 8-0
80
Ila
25D,
143
250'
182
300'•
225
315'
275
335'
1 330
350•
36S
38S'
'Tt70'•
60
128
200•
tag
300'
210
320
26D
340'
315
360'
300
380'
445
395'
"a143
300'
185
320'
235
ma,
290
380•
355
36o'
425
400•
500
i15'
'liar
..Ill
12U
157
315'
204
33S'
25B
3B0'
320
380'
385
400'
465
420'
S4$
435'
• - "The diameter of Throw Is appto4imately 3% toss far the 21. lroWimy angle.
200 SERIES BIG GUNS - 270 TRAJECTORY"
200 T TAPER BORE
NOZZLES
Nozzle
Noszte
Nouts
Nozzle
Nottio
Nozzle
Nozzle
Nozzle
Nozzle
LDS'
1,1"
1.21
1,3-
1.A'
1.5'
is -
Ps.).
GPM VIA.
GPM VIA.
GPM
Q1A.
GPM
41A.
GPM
DIA.
GPM
GIA.
RPM
VIA.
GPM
VIA.
GPM
DIA.
y
70
"WF
270 360•
310 380,
355
395'
415
410•
480
430'
555
450'
030
485'
755
4g3'
090
515'
90
"
310 390'
350 410'al
405
425'
475
445'
545
Aw
623
485'
715
505,
859
535'
1005
555'
106"
.
110
340 410'
390 430'
1 445
450' 1
525
470-
605
496'
age
vs,
no
535'
945
565,
1110
590,
130
310 425'
425 445'
485
465'
565
485'
855
515'
755
540'
a80
560'
1025
590'
1210
820'
20Ur R RING NOZZLES

,0 -ram -� . `7 Y
moo• �
: ,.
, o/
��,��� � ,fir,.:
,
•.y}` 'rye; - s.s
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I
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41
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y , „�, ., ' �� yv •• �" +. �•:. �..�
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`fir-r � ! ,�« ��4�i „�.i�.:�,x_rr.5 ;:.:'"�-::',,.� yy - •�� .. '_
F, '.�� ri��� -.! y.•�n ��, n.-�'' �-,-'n;. �, Fr' *ki:� ,3,�r ti, 'Ai 'ti t�s-� � - y�� �+. -5="..
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. r.
IQLy �,�1 u��nf toss - j .91
&(f Sze'

450
200
w
150
100
I 50
I
0
�.� MOTOR -DRIVE'.'-------- All previously issued
4075 Curves
Case: Mawdat --Cl Pamme. L03482 Mach. No. L03482 D i a. 94 5/16 " ( Full) NOMINAL A.R_IM. 3600
Impeller: Malarial CI Pan. Me. M05060 Mack No. M07696 (30HP) Based on Fresh Water 0 80-F
M05060 (40HP) Maximum Working Pressure 210 PSI
' .......:_.
:.........
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0 25 50 75 100 125 M 150 r175 200 ?25 250 275 �300
325
350 375
400 425 4:
30
20
W
l'
10 =
in
0 a
z
6
A
0
CAPACITY IN U.S. GALLONS PER MINUTE ,
-6—A I eased on T-2913 s-;Ogledaeaes C-6541 oa4 9-21-70 ��` __ate 9-15-85 MODEL B 2 E P B L
case: Material Cl Pats wx L03482 ' Mach. No. L03482 Dia 10-7/ 16w (Full NOMINAL R-P-N- 3600
Impeller: Material CI Pen. IWe. M05059 Mach. VCL M07694 (50HP) Based on. Fresh Water 0 80-F
M07695 (60HP) Maximum Working Pressure 210 PSI
..................
- -- ...:.. ..i .. .. ...i...._.. 1.....-._...
i..-...
.... .... - ... .......
i
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30
20 r

Irri -ation i .meters
for
Animal Waste Management Systein
USDA-�I1CS
Landowner/Operator Name: Date:
Address: ,
Telephone: 8cU'AI;L -:�.tLQ�`.. snt,
TABLE 1 Field Saecif)cationst
Maximum
Maximum
Application, -
Field
Size
Slope
Application
Per Irrigation
Number2
{acres)
(!o)
Crop(s)
Rate (in/hr)
, •`
Cyc[O (in)ql
rs
>a
jr
y, I
•yF
...Yip•. _
ITable to be completed by Soil and Water Conservation District (SWCD) }
personnel
2See attached map provided by the SWCD for field location(s)
JN. C. Irrigation Guide, Field Office Technical Guide Section II G
TABLE 2 Traveling Irrigation Gun Settings
Make, Model and Type of Equipment:
Field
Numbert
Travel
Speed Wmin)
Application
Rate (in/hr)
Travel Lane
Spacing (R)
Equipment
Settings
'See attached map provided by the SWCD For field location(s)
Pu,e t
\C .area I

TABLE 2-Traveling Irrigation' Gun Settings
Make, Model and Type of Equipment: Q
�Q r
L
S 0 r J
tI
Field Na'
and
Hydrant Mo'
Travel
Speed
(Wmin}
Application
Rate
(Inlhr}
TRAVEL LAfVE
Effective EHecllve
Width (tt) Length (!!)
l
Welted
Diameter
(reel)
Nozzle
Diameter
(inches(
EQUIFtY Ma SETTMMGS
Operating Operating
Pressure Pressure
Gun (psi) Reel (psi)
Arc
Pattern I Comments
IR I
�'
1
l i
' 1
l
l •,
IpA
71
i
D I
00 '
i
11
- -,-?
I
!
i
-
I
I !iZS21i
I(
I (
I
!
{
7BD I
1
l i
I
I
I
I
I f
i
I� I
'I
(
I 1
I �
I
1
•`I !
, Kt
—L
r-'?
!
I
17
I
I
I
I
I
I
I
'See attached map provided by the Field Office for field Iocation(s). $`
'Show separate entries for each hydrant location in each field.
'Use the following abbreviations for various arc pattems: F (full circle), TQ (three quarters), TT (two thirds), H (half, circle). T (one third), Q (one quarter).
May also use degree of arc in degrees.
'an Parameters }. y_ USDA-NRC'
r 1995 page North Carl

Traveling
Irrigation Gun
Scrod Set
Irrigation
Flow Rate of Sprinkler (gpm)
Operating Pressure at Pump (psi)
Design Precipitation Rate (inlhr) �+
Hose Length (}cell
XXXXXXXX
Type of Speed Compensation i
)UpC)(X)UUC
Pump Type (PTO, Engine, Electric)
Pump Power Requirrmrnt (hp) I
� k •
Desioner may nrovide thrust block details on senar'ate sheet.
LOCATION
THRUST BLOCK
AREA (sq. ft.)
90• Send
Dead End
Tee
'See USDA -MRCS Field Office Teeimical Guide, Section 111, Practice Code 430-DO.
1 -+n Parameters d,•'r _ x
1995 page
USDA-NRCF
North Cart

Name:
Company:
Address:
Phone:
/Jc
REQUIRED DOCUMENTATION
The following details of design and materials must accompany all irrigation designs:
1- A scale drawing of the proposed irrigation system which includes hydrant locations, travel lanes, pipeiine routes, thrust blocs:
locations and buffer areas where applicable.
2. Assumptions and computations for determining total dynamic head'and horsepower requirements.
3. Computations used to determine all mainline and lateral pipe sizes.
4. Sources and/or calculations used for determining application rates.
5. Computations used to determine the size of thrust blocks and illustrations of all thrust block configurations required in the system.
6. Manufacturer's specifications for the irrigation pump, traveler and sprinkler(s).
7. Manufacturer's specifications for the irrigation pipe and/or USDA -MRCS standard for Irrigation Water Conveyance,
N.C. Field Office Technical Guide, Section IV, Practice Code 434-DD.
B. 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.
4. Irrigation pipes should not be Installed in lagoon or storage pond embankments without the approval
of the designer.
NOTE: A buffer strip feet wide or wider must be maintained between the limits of the irrigation' system and all perennial
streams and surface waters per DEHNR-DEM Code Section I5A NCAC 2B .0200 -,Waste Not Discharged to Surface
Waters.
{ 1
' -3n Parameters; ,� ; : * USDA-NRC'
r 1995 `page ` - North Can

• JOHNSON & COMPANY, INC
invoice #: 6391
Pg. 1
PO BOX 122
2000 HWY 801 SOUTH
Customer ID: LUTZ DAIRY
ADVANCE, NC 27006
•
Phone #: [phone]
********************************
Fax #: [phone]
* I N V O I C E
* *
Bill' to:
Ship to:
LUTZ DAIRY FARM
LUTZ DAIRY FARM
2245 STARTOWN_`�RD
2245 STARTOWN RD
NEWTON, - NC.-28658
NEWTON, ,NC 28658
-Date -------- Ship:::Via------------
F.O.B------------ -Ter4ms-------------------------
10/06/911
Origin Due ..on.,receipt'
0rder.,---- P:0 Number ---------Salesperson------
- -; ----Our Order--�-----
10/06/97.. � F �
--'-- - --• - --
-------------- - = ---- --
--------
Red Shp B.O. _ ..Item. No.
Description -'... .Price.
Amount
-_t
^359
SLURRY STRAINER 6'"� .- 1359-. 00'
..00
1 1.
SUCTION 6" x 341 -.285'.00
285.00
3 3
PVC FLOAT 6" 85.00
255.00
1 ]
COMP FLANGE 6" 22.30
22.30
1 1
CI GATE VALVE 6" 249.85
249.85
1 1
MPT x MALE QUICK COUPLER - 6" '. 37.67
37.67
1 1
D.I. FLANGED TEE 6" 143.00
143.00
• 1 1
ECC. REDUCER 6" x 3" 73.9600
73.96
1 1
PRIMER #900 302.00
302.00
12 1.2
PVC BALL VALVE 2" 27.43
329.16
' 1 1
PVC SCH.40 UNION 2" 12.16
12.15
1 1
PVC SCH.40 ELL (SxT) 2" 2.48
2.48
5 5
PVC SCH.40 ELL 2" 1.1600
5.8C
? 2
BCL•T 5c GASKET SET 6 " 6.43
1" . 3 6

• JOHNSON & COMPANY, INC
Invoice #: 6391
Pg. 2
' PO BOX 122
2000 HWY 801 SOUTH
Customer ID: LUTZ DAIRY
ADVANCE, NC 27006
Phone #:A910)-998-5621
Fax #: (910) '998-9833
* I N V 0 I C'E
Bill to: , -
Ship to:
LUTZ DAIRY FARM
LUTZ DAIRY..FARM .
' 2245•. STARTOWN •.RD:. '
2245 STARTOWN•.-�RD
NEWTON,,NC 28658
NEWTON, NCS28658
�
r
-Date----Ship..Via'- ' ---.----F.O-B.------------Termsy- - `-- -_- --= -----
�•;..'
10/06/97 �•�' 4v �l�Origin
( Due on receipt
;,-Order-= P 0 Numbers - -- -Salesperson- - - ----- r =,;�= -Our Order-------
10/06/97
-•------__ .- ------ --J---
--------------- - --rrr .�- -� -------
,-.------
Req Shp B. 0.`" "Item Nc,.
T
Description ' Price'.,
Amount
______ _ - _______=
-COMP. �4n ^157.00
10 ry+' �'
STEEL FLANGE ''' '� ' ' 15.A70
600'600
CL200 PVC PIPE 41" ;.. 1.07
642.00
20 20
PVC SCH.40 PIPE 2" 0.55
1'i.00
2 2 -
;PVC MALE ADAPTER 2" 0.74
1.48
1 I
GAL. NIPPLE 2" x 3" 1.75
1.75
1 1
DISC. CHECK VALVE 3" '284.00
284.00
4 4
PVC NIP 3" x 6" 6..53.
26.12
12 12
PVC FLANGE 4" 18.04
216.48
2 2
PVC SCH.80 BUSH 3" x 2" 12.84
25.68
9 9
FLANGED GATE VALVE 4" 146.19
1315.71
19 19
BOLT & GASKET SET 4" 4.32
-82.08
2 2
PVC SCH.80 TEE 3" x 2" 14.44
28.88
6 6
PVC FLANGE 2" 8.42
50. 5V
3 3
BCLT a GASKET SET 2" 2.5300
7.5_

JOH1NSON & COMPA�YY, INC _nvoice #: 6391 Pa. 3
PO BOX 122
2000 HWY 801 SOUTH Customer ID: LUTZ DAIRY
ADVANCE, NC 27006
Phone #: [phone] *******************************
Fax #: -(910)-998-9833
* I N V O I C E
Bill to: Ship to:
.LUTZ DAIRY FARM LUTZ DAIRY FARM
2245'STARTOWN RD 2245 STARTOWN,RD
NEWTON, NC , 28658 NEWTON,..,NCr°28' 658
<
a ,5 t� . ,x.r i�•!.� �"`ni xi - � y r -fr�.y faL i lg
-Date- Ship- Via- --- - -F.O.B.-----=.---7 -Terms - ---- - µ---=-----
10/06/97 I I Origin I . Du_ a ''an , re'ceipt
-Order-- ---,P.O., Number ---------Salesperson --- -- - --='-------Our Order-------
---- ---- - --------------- -- - ---- --------.------�-
-- = ,----- , - . --- -.- -- -- -- - -- ,-
r
Req `Shp B:O. Item No. Description S 1 Price Amount
• 3 ,N, 3 -� PVC-SCH._40 HUSH (SxT)2" X 11.23 �,' 3.-69
3 3 GAL BUSHING 1/2" x 1/411 0.70 2.10
2 2 PRESS. GAUGE 200# 24.60 49.20
2 2 BRASS BALL VALVE'i/4" .4.8500 9.70
3 3 GAL. NIP 1/4" x 1 1/2" 0.42 1.26
l 1 HIGH/LOW PRESSURE SHUT DOWN `'•� 212.00 212.Q0
1 1 PVC SCH.80 TEE 211 11.64 11.64
13 1.3 PVC NIP 2" x 4" 1.60 20.80
1 1 BERMAD PRESSURE RELIEF 2" 221.00 221.00
1 1 GAL. TEE 1/411 0.68 0.68
40 40 PVC SCH.80 PIPE 4" 2.20 88.00
2 2 PVC FLANGE 3" 14.27 _ 28.54
1 1 PVC SCH.80 BUSH 6" x 4" 24.72 24.72
1 1 BERKLEY 32EPL (SL) 30HP PUMP 3450.00 3450.00

JOHNSON & COMPANY,
INC invoice #: 6391 Pg. 4
-
PO BOX 122
2000 HWY'801 SOUTH
Customer ID: LUTZ DAIRY
'
ADVANCE, NC 27006
Phone #: [phone]
********************************
Fax #: `(910)- 998-9833
* I N V O I C E
Bill to:
Ship to:
LUTZ DAIRY FARM
LUTZ DAIRY FARM
2245 STARTOWN.RD
2245 STARTOWN RD.
r
NEWTON;:NC�28658
f
NEWTON, NC-28658-.
-Date- -Ship:Via=-------=I--,F.0.B.------------Terms-----
��--- ----- ---
=.10/Q6/97' i.
j ,Origin Due `ori:':recezptw 3..
-Order ------- P.'O `'Number----;
-----Salesperson-----------•-------"---Our Order-------
, ,z 10/06/97 -1.
Req
Shp B..0. Item�'No.
_ Description Price Amount'
1
.: 1 __ _•-
.STARTER 30HP-3PH-230V -`_ 950.00 95Q.±00
�.
.�
1
:1
BERKLEY GTP-225-7 1/2 HP SUB 1806.00 ..'1806.00
1
1
'STARTER 7 1/2HP-3H-230V 426.82 426.82
40
40
:,:PVC PIPE SLEEVE Sri 3.50, 140.00
1
1
PVC SCH.40 COUPLING 8" 20.42 20.42
=PVC SCH.80 TEE 311 15.82 15.82
PVC SCH.40 BUSH. 8" x 6" 39.51 `. 39.51
WELL CAP 8" x 4" 36.00 36.00
6
6
MPT x COMP. ADPT 1/4" 1.55 9.30
1
1
FLANGED GATE VALVE 3" .131.65 131.65
2
2
BOLT & GASKET SET 3" 2.90 5.80
1
1
PVC SCH.80 BUSH. 6" x 3" 24.73 24.73
1
1
BRASS CHECK VALVE 4" 153.53 153.53
15
15
SUCTION HOSE 4" 5.80 87.00

- JOHNSON &.COMPANY, INC
Invoice #: 6391
Pg. 5
PO BOX 122
2000 HWY 801 SOUTH
Customer ID: LUTZ DAIRY
' ADVANCE, NC 27006
Phone #: (910)- 998-5621
********************************
Fax ##: [phone]
* I N V 0 1 C E
. Bill to:
Ship to:
LUTZ. ,DAIRY FARM
LUTZ _DAIRY ;: FARM
2245`STARTOWN.-RD
`2245 'STARTOWN RD
., NEWTON,. NC'28658
NEWTON, NC.; 28658
_
,`�
. 1. .• Y r y`q `f `� $YM ). 'j.,i -'ri. _
y
'• i
- .. 92 • e* 'i ��1•�..!d 'r fp �3 ' k
.i } a C ,i ' nr rvt w.y - ,
.i r r .i{:.
_ _'Ft p'�� f :� i .�,
-Date ------F.O.B.
--- -----
Ship.Via-'---
__--------Terms=
-.--------
10/06/9'7 ;f.Origin
rt.`•-�. Due onereceipt
'Orde•r-------
..
. --;:Order--- 7- P.0.4'Number----------Salesperson--------=
-a-- =" 1 .-Our
10/06/97
�-'tt•
..
-•*-
-- --- -----------------,..
--'w'kif
-�--
---------
Req Shp B 0 Item" No w•. Description .Y Price
�' _
-Amount
-_-2 __-_-
2 '
INSERT MALE ADPT 4".(STEEL) .9.98
19.96
1 1
PVC NIP 3" x.3611 9.80
9.80
2 2
SUCTION CLAMP 411 _ 10.2 5
20.50
;`.3 3
-PVC SCH.80.ELL 6" 37.22
111.66
4., 4
PVC SCH.40 ELL 4r' 7.54
30.16
7 7
PVC SCH.80 TEE 61' x 4" '; 62.59
438.13
-1 1
VALVE BOX 10" .9.49
9.49
' 3 3
CORRIGATED PIPE 81' 2.00
6.00
9 9
A/R RELEASE VALVE 21' 27.00
243.00
2100 2100
CL.200 PVC 6" 2.25
4725.00
1 1
PVC SCH.40 BUSH. 41' k 3" 4.5600
4.56
2 2
GAL. PVC PRIMER 30.36
60.72
2 2
GAL. PVC CEMENT 41.92
83.94
1 1
P77C SCH.80 TEE 611 x 3" 62.59
62.59

JOHNSON & COMPANY, INC Invoice #: 6391 Pg. 6
PO BOX 122
2000 HWY 801 SOUTH Customer ID: LUTZ DAIRY
ADVANCE, NC 27006
Phone #• o(910)_-998-5621********************************
Fax #: [phone]
* I N V O I C E
Bill to Ship to.
LUTZ DAIRY FARM LUTZ DAIRY:_FARM
2245, ,STARTOWN RD 2245- STARTOWN •RD
NEWTON, NC''28658 v NEWTON, NC 28658
c'' ,, ' i ' f ; .t' • r•:', r ;moo- _.•q .J q' - i
-Date- ---Skiip.Vza------ -----F.O.B.-------- ---Terms- -
--- - --- �- ---
10/06/97 .'..; . Origin f Due onT,receipt-
-Order-=- -P O.NNumber = ----Salesperson- =---- -- - - --Our Order'-------
.. - y... -- - -------------- - -- ^ - -- - � - i^-�� ------ ------
Req ;Shp B O 4 . ; h -item No Description z,` Prase74
'' 'Amount
PVC ^SCH40rBUSH ^6"' x' 4"� (SxT? -16.72 _ 16.72
13 13 ALUM. PIPE 6" x 30' 108.60 1411.80
1 1 ALUM. HYDRANT TEE 6" 132.60. 132.60
1 1' ALUM. END PLUG 6" F 34.52 y 34.52
14 _14 CIRCLE LOC CLAMP ,-8.7800,�;, .{ 122.92
VALVE OPENING ELL 611 x 411. 104.89 ti` F`104.89
5 5 ALUM 'ADPT MPTxCIR. LOC y4 "x6 - 58.60 r. -2.93 .00
4 4 ALUM ADPT MPT x CIR LOC 4" 51.50 206.00
8 8 PVC SCH.80 TEE 4" 18.3300 146.64
8 8 PVC SCH.80 BUSH 4" x 2" 17.79 142.32
Invoice subtotal.
Sales tax @ 1.000%
Invoice total
21347.26.
213.47
21560.73

North Carolina
Cooperative Extension Service
I NORTH CAROL NA STATE UNIVERSITY.
COLLEGE OF AGRICULTURE & LIFE SCIENCES
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ter.. . •i:_ .L. R i.«'r�' i!

INTENSIVE ROTATIONAL GRAZING DAIRY
Corey Lutz
Target start-up date: July 1997 with 180 milking Jersey cows. The
cows will be divided into two groups: one spring calving group and
one fall calving group. Dry cows and heifers will be kept
elsewhere at least for the short term while the farm is becoming
established. Corey has dry hay equipment but will need to buy a
mixer wagon. He is considering adding a hay shed in the future. Jim
suggested he consider a bale wrapper and squeezer instead of a hay
shed. If Corey wants to unroll bales, unroll them in the fields
instead of in the barn. Rationale: The more you can -feed in the",
pasture, the more urine .and feces stay out of the waste storage
pond. Plan on 2-3 hours of hay feeding time to get significant"",,,'.',.'."
consumption. Grazing land is top priority for usage (above silage-° ,,`'a,°;�4.0
,'•'and hay) because pasture costs less than stored feeds and can take'.S r
more `animal waste.
_A metal roofed barn with no rafters or freestalls is planned. The:
parlor will be a double 8 herringbone with brisket 'rail, power
—
'gates',. take offs, and a crowd gate. -Space will be left'
for possible expansion to .a double 10. One man will -do all the ,.
milking; milking time should be under 3 hours. 'Parlor equipment'.,
cost estimate is $40,000.
'Labor: Y full time people including Corey; plus 1 part time person.' -.-
Well has been dug close to old buildings: 285 deep, 12 gal/min. 200~
feet of water storage. The milk precooler and cows will be watered
from the reservoir. Precooler tank will have a float valve and
possibly a solonoid in it so it does not run during milking. The.
rest of the water needs will be supplied by the well. The majority
of -the watering stations will be mobile tanks supplied from quick
couplings; one quick coupling every 400 feet. Quick couplings must
be under a fenceline to prevent damage from cows stepping on them
or tractors driving on them. Consider 3-4 permanently located. =
freeze proof waterers, such as MiraFount:. I at the barn and 2-3 at
key points in paddocks. Uswe 3 way gate system to open and close'`
lanes and direct cow traffic. Put waterers and gates no more than
200 feet apart. Paddocks will'average 5.66 acres on left side of
stock trail and ten acres on the right side, if the plan to
eventually add another stock trail is followed. This is so the 10
acre paddocks can be divided in half with temporary fencing along
the line for the future stock trail. If Corey is sure he does not
want to add another stock trail in the future, then make narrower
paddocks and install more quick couplings on the right side as
well.
Currently a drinking water line along the stock trail on the
opposite side of the trail from the irrigation line is being
considered. Jim Green proposed a water line loop, which would allow
Corey to use a smaller diameter water pipe (1-1/4 to 1-1/2 inch
diameter.)

One 15 foot wide stock trail is planned down along fence line; may
add a second trail in a few years. Cows will continue to cross over
dam by pond to grazing land on the other side of the creek.
Geotextile cloth will be covered with crusher -run gravel; possibly
cover the surface with a layer of fine screening or quarry dust to
lessen damage to cows' feet until dried manure can act as a cushion
on the trail. Consider fencing the stock trail with 2 strand
electric fence, use 3 strand electric fence around farm perimeter,
and 1 strand for temporary lanes. Corey asked about barb wire
around the perimeter in case of fence power outages. Jim Green
recommended a $200 battery powered charger for insurance against
power failure instead of barb wire.
Waste storage pond projected capacity: 1 year's storage, possibly''
more. 2 fields ( 83 AC) are designated for irrigated waste.
Corey hopes to rent additional land from the beef . farm next door
return for an agreement to sell a 100 foot strip 'next to his house.
Corey plans to grow additional silage on other rented land,' and-'_,'-..
grow hay on the Newton farm. He hopes to rent more bottom land in
the area to grow corn on. -
:',= •Soil and Water Conservation District and Corey are • using 3.5
tons/AC dry matter yield on grazin"4 land for calculations. Using 24
AC in the flood plain for corn: can't put cows to graze it in the'..
winter. This land averages 90 bu/AC of silage corn varieties; some -
years it has achieved 130 bu/AC. 10-15 AC of sandy flood plain is
now in brush but could be used for winter lounging. Corn will be
planted in the bottoms Summer 1997.
One field was sod -drilled w-th .Tripper triticale last week of.
October 1995. Conventional tillage was considered because of desire.,
to get rid of broom sedge, but Jim Green recommended against
conventional tillage on sloped land: the nutrients will flow down
the slope, and the possibility of erosion is too high. Broom sedge
is a phosphorous problem more than a lime problem. Clip paddocks or •-;
hay twice a year to discourage broom sedge.
Currently land is planted -in alfalfa orchardgrass strips ,.
alternating with soybean strips. Soybean strips averaged 55.bu/AC,-
and are the most fertile sections of the farm. The soybean strips
will be put in pasture if Corey can get other acreage to rent"for
corn. Alfalfa concentration has dropped significantly since
planting 5 years ago. Jim recommended planting all strips as 1 crop
to avoid.problems with cow preference. Avoid having all acreage in
new seeding at once, because grazing will be extremely limited
during establishment stage. Select the best fields for alfalfa
production. Replant 1/4th of the played out fields this spring.
Spray infected fescue fields with RoundUp, then Sudex or corn May
1 on whatever acres Corey can utilize for grazing; plant any
remaining acres in corn; then plant Orchardgrass-Alfalfa August -
September 15, 1997 on 50a, and no till rye on the other 500-.. Some
sudex acreage may be used for hay, especially if it gets ahead of
grazing animals. Some spring oats may also be planted for hay.

Don't worry about crabgrass as a weed; fertilize it with Nitrogen
and graze it or hay it. Use a wick herbicide applicator for
broadleaf. control. Plant part of the perennials August 1997; repeat
the cycle,on other land that needs improving in 1998. Eventually
plan'for a couple of acres of bermudagrass, and a couple of acres
for summer- annual s.•`Avoid :spring planting of these perennials:- 30-
40k is -lost. Consider flood tolerant warm season grasses . for. the 5-
6 acre sandy strip that 'floods yearly.
Fence out, the pond and in a yearor or 2_ plant ' berinuda .grass Taround a
it Put. the fence . on 'top 'of 'the - grade., -If `Corey uses sacrifice
loaf ing•� lots when cotivs • can, t go. out - to' pasture ,r, ;have; at least 3, 4
-and ,rotate ,them Set,,.: them iup away; from the,",beef §;owner's
possible. Smooth the land with a disk harrow,Fand,p1'n"",-,sprigs,
disk ,`;cuter"tO-,get, a `gooc3'stand .`-Plant sprigs in'March. `One farmer ,r
Mu sr a a ��.'
nreduced-till plarits� bermuda,using ii 2 •°row chisel -'plow set;�tosame
>,"width 'as tsp igger;�'nthen'. runs the', sprigger along, chisel lines
rn, * ..� �y P'� , w :'q' � J r ',rJ'i�� rr yr"^"k - i9 yrr° ._'`r P 3i � - - „�'i � 7 4f. "r �'', .• � ;, tr
L y Hors and _�s comin to Stalk �.to Core abo t c s-1 0 Rtests-WIr ft :r yn w g y,.. u rop S it lls f
• be, ta en ,, in -1 ":week, -on the- entire.r'farmland ' "Land has- been limed x >>.
approx ma'tely" .evexy;;''other .year; ,;part.,not,:'itfi wa's done.IA
f inF 1996 r r�n�
- r"r.7w rrr' h;" yr h i Y- r"t 1r '� ",�. -;.,, '. t. t . rxr4. _ �.:t �4 }.� t }i ,�'""k.*» a i w b} _Ae •t"
q:..Summer, sshade `.F;Eventually ; wil l r.clean 'up : the;, pine .:thzcket that
heavily damaged" during Hurricane Huga�
' a � F.-, ti£ .rS � c.t, t>'� c j •. .x ,. r �'.: ah _ 4 { �-_ �-' *+'.�'�`T �r�A�' t y. } ,
;_ i4r �
z
• • . .. �- .]r`'� � Y''I1-. s ��: rti r _ • ..tom .,�° . - - y_ * t: ,-u

OPERATION AND titAINTENANCE PLAN
COREY LUTZ DAIRY OPERATION
The purpose of this plan is to provide guidelines for carrying out the routine maintenance
work needed to keep the Waste Storage Pond and Irrigation System operating as planned.
Routine maintenance is considered to be normal good care of the Waste Storage Pond, ; '
Irrigation System and the surrounding area. Good maintenance adds to the usefulness and
permanence of the facility.
The routine maintenance of this waste storage pond involves but is not limited to the
following:
r 1. Maintenance of a vegetative cover on the embankment and the surrounding areas ?� `
Each year the embankment and surrounding areas should be fertilized with 500 lbs of
10-10-10 fertilizer to maintain a vigorous stand.
V
f< . .. 2. Control of weeds, brush and trees in the grassed spillway and on the embankment: This, :-
may be done by mowing, spraying, chopping or a combination of all three. This
done at least once each year and possibly twice in those ears favorable to a heavy
r Y P Y Y "Y
growth of vegetation. The local Extension Agent or MRCS office can supply the latest '
1 information on spray materials and the best time to apply them. ;4,=r J�
3. Protection of the grass on the embankment and surrounding areas: uncontrolled `
vehicular traffic can create trails or ruts. Runoff from storms can enlarge these ruts
. 4:
into gullies. If ruts appear to be forming, stop the traffic doing the damage.
4. At the end of the designed storage period of one year it will be necessary to
completely empty this storage facility. This will be accomplished by agitating and
irrigating the effluent onto designated areas as noted on the Waste Utilization Plan...
Spring and fall applications will maximize the fertilizer benefit of the effluent. A 4
marker will be used in the Waste Storage Pond to show when the maximum liquid level
is reached.
5. Maintenance inspections of this facility should be made during the initial filling, at least
annually, and after every major storm event.
A. Embankment
1. Settlement, cracking or "jug" holes
2. Side slope stability - slumps or bulges
�. Erosion and/or wave action
4. Rodent damage
5. Seepage or other leakage
6. Condition of vegetative cover

E. Reservoir Area
1. - Undesirable vegetative growth
2. Undesirable floating debris
3.' Check liquid level to determine if disposal of effluent is needed
C. Fences and Gates
1. Loose or damaged posts
2. Loose or broken lines
3. Open or damaged gates
a 6: ; Adrd{itional specific items of importance for the maintenance of the Waste Management. i
rk - .System.
TM'y R -i
F "A Pipes, look for: 7 , ,4 4 w
' 1 'Separation of joints f' '-
` 4,2. x Cracks or breaks:
3. Accumulation of salts or minerals T
"A Keep` pipes discharging into pond extended out into the pond beyond the toe of W
the bank slope and supported by piers, posts or a cradle to prevent &n8
1 $
B.7'9utsisle surface water diversions and roof runoff
'1. -. Inspect diversion to make sure it is functioning properly
2: inspect collection boxes and pipes to make sure no buildup of sediment has
occurred
3: Inspect pipes for cracks or separation of joints `
" 4. Maintain outlets of pipes to prevent erosion
5: Inspect guttering to prevent roof water from entering Waste Pond
ti C. Irrigation System
1. Check pumps for proper operation of recycling and irrigation procedures
2. Keep underground pipes flushed with clean water after each irrigation cycle

r ti
,d
30HNSON & COMPANY IRRIGATION SALES,INC.
P.O. BOX 122 - ADVANCE, N.C. 27006
N . C:. (800 )222--2691 (910 )998-5621
OWNER: COREY LUTZ
ADRERESS: 2245 STARTOWN ROAD
DATE: 9--12-97
DAIRY WASTE IRRIGATION
NEWTON, N.C. 28658
PHONE: [phone]
ITEMTYPE'
UNIT- _ ..
� �70TAL__
NO.
DESCRIPTION QUANITY
UNIT ',
PRICE
PRICE r
l.•--SLURRY
STRAINER `61
EA.
$359.'OO;,f-!�359�.00•-
-----------
2
SUCTION '6"x 34' .
1
EA_.''
$285.'0'0
3 .PVC
FLOAT"b"
3
EA.
$85 .00
4;�'_$285.004
$?_55.00:
4'
COMP. FLANGE 6'"" s
1
EA'.'
$22 .30
$22 .30
5
Cl GATE VALVE-'6"
1
EA.
$249.85
$249.85
6
MPT x MALE Q16ICK COUPLER 6"
1-
EA'.
$37-.67. - '
$37 .67:
7
D.I. FLANGED' TEE'6"
1
EA.:'
$143.00"
13 $143.00
8
�
ECC -. REDUCE'- 6"x3" (FL . x `MPT)
1
EA'.
9
PRIMER 090Cr ', .
1
EA.'
$302.00
$302.00..
10'
PVC BALL Vi4LVE 2". ''
12
EA Z
$27 .43..
$329 .16
11 ' .
PVC SCH.40 UNION' 2"
1
EA.
.$12 .16-
$12 . 16
12
PVC SCH.40 ELL (S x T) 2",
1
EA.,
$2 .48
.", $2 .48 •
13
PVC SCH.40 ELL 2"
5
EA.
$1 .16 .
- $5.80
14
BOLT & GASKET SET 6"
2
EA.
$6.43
$12.86
15
STEEL COMP. FLANGE 4"-
10
EA.
$15.70
$157.00-
16
CL200-PVC PIPE 4"
600
FT.
$1.07
$642.00
17
PVC SCH.40 PIPE 2"
20
FT.
$0.55
.-$11.00
18
PVC MALE ADAPTER 2"
2
EA.
$0.74
$1.48
19
GAL. NIPPLE 2"x3"
1
EA.
;
$1.75
$1.75
20
DISC. CHECK VALVE 3"
1
EA.
$284.00
,--.$284.00--
21
PVC NIPPLE 3"x 6"' -
4
EA.
., r $6 .53
, ' $26 . 12 '
22
PVC FLANGE 4"
12
EA.
•{ $18 .04
;.,$216 .48•.
23
PVC SCH.80 BUSH. 3"x2"
2
EA.
,.
$12.84
$25.68
24
FLANGED GATE VALVE 4"
9
EA.
$146.19
$1,315.71
25
BOLT & GASKET SET 4"
19
EA.
$4.32
$82.08
26
PVC SCH.80 TEE 3"x2"
2
EA.
$14.44
$28.88
27
PVC FLANGE 2"
6
EA.
$8.42
$50.52*
28
BOLT & GASKET SET 2"
3
EA.
$2.53
$7.59
29
PVC SCH.40 BUSH. ($xT) 2"xl/2"
3
EA.
$1.23
$3.69
30
GAL. BUSHING 1/2"xl/4"
3
EA.
$0.70
$2.10
31
PRESS. GAUGE 2000
2
EA.
$24.60
$49.20
32
BRASS BALL VALVE 1/4"
2
EA.
$4.85
$9.70
33
GAL. NIPPLE 1/4"x 11/2"
3
EA.
$0.42
$1.26
34
HIGHS/LOW PRESSURE SHUT DOWN
1
EA.
$212.00
$212.00
35
PVr_. SCH.80 TEE 2"
1
EA.
$11.64
$11.64
36
PVC NIPPLE 2"x 4"
13
EA.
$1.60
$20.80
37
BERMAD PRESSURE.RELIEF 2"
1
EA.
$221.00
$221.00
38
GAL, TEE 1/4"
1
EA.
$0.68
$0.68
39
PVC: SCH.80 PIPE 4"
40
FT.
$2.20
$88.00
40
PVC FLANGE 3"
2
EA.
$14.27
$28.54
41
PVC SCH.80 61_ISH 6 " x4 "
1
EA.
$24 .72
$24 . 72
42
BERK__-­ 30HP PUMP
1
EA.
$3,450.00
i"' ".00

40
FT.
,F-
1.�140.00
_. SCH.40 COUPLING 8"
1
EA.20.:'::
$20.42
PVC SCH.80 TEE 3"
1
EA.
$15.8
$15.82
PVC SCH.40 BUSH, 8"x6"
I
EA.
$39.51
$39.51
_66
WELL CAP 8"x4"
1
EA.
$36.00
$36.00.
h51
MPT x COMP. ADPT 1/4"
6
EA.
$1.55
$9.30
.52
FLANGED GATE VALVE 3"
1
EA.
$131.65
$131.65
•53-
BOLT & GASKET SET 3."
2
EA.
$2.90
$5.80
54
PVC SCH.80 BUSH. 6"x3"
1
EA.
$24.73
$24.73
E 55
BRASS CHECK VALVE 4"
1
EA.
$153.53
$153.53
E 56
SUCTION HOSE 4"
15
FT.
$5.80
$87.00
57
INSERT MALE ADAPTER 4" (STEEL)
2
EA.
$9.98
$19.96
58
PVC NIPPLE 3"x 36"
1
EA.
$9.80
$9.80
M 59
SUCTION CLAMP 4"
2
EA.
$10.25
$20.50
60
PVC SCH.80 ELL 6"
3
EA.
$37.22
$111.66
r
_ 61...
PVC SCH .40 ELL 4 "
4
EA .
$7 .54 . -•
r $30 .16
62,
PVC SCH.80 TEE :b " x4 " .'`'''
"`: ' 7
EA `: 4'
$62
- $438.13
` 63
VALVE BOX 10 "
- 1
EA. • .. :.
.59..--.,
,$9 .49
. $9 .49
,64
, CORRIGATED PIPE. 8"
1 : ' 3
FT
.$2 .00
b5.
A/R =RELEASE VALVE
9
EA.' ''• _ .
$27 .00
r„ $243 .00 r J
66 -
. CL . 200 PVC 6 "
4, 2100
,
FT w:
• $2 .25
$4,725.00
.67
PVC SCH,.40..BUSH.-'4"x3"
`= 1
EA.. "
$4.56
� r ..,,:$4.56
• 68
GAL.' PVC PRIMER
2
GL . ;'
$30 .36
$60 .72
.69
GAL. PVC CEMENT
-2
GL.
$41.92
$83.84
.. 70.
PVC SCH.80 TEE 6"x3" �
-,2 1
EA.
$62 .59 ..
- 4 $62 .59
71
PVC SCH.40 BUSH, 6"x4 " (Sx,7)
1
EA , ._
$16 .72
',. :. $16 .72 i
• 73
ALUM. PIPE 6"x30' f
•13
EA:
$108.60
`,'1,411.80
,74
_, ALUM. HYDRANT TEE 6"
1
EA. _
$132 .60
. $132 .60
75
-ALUM. END PLUG ' &'
a. , 1
EA.
$34 .52
S " ' $34 .52 _ .
76
CIRCLE LOC CLAMP
:14
EA.
$8.78
'.$122.92
77
VALVE OPENING ELL 6"x4"
:: 1'
EA ,
$104 .89
'$104 .89
78
ALUM. ADAPTER MPT x CIR. LOC
4"W'5
EA.
$58.60
$293.00
79
ALUM. ADAPTER MPT x CIR. LOC'4"•
4
EA.
$51.50
$206.00
F80
PVC SCH.80 TEE 4" y�
8
EA.
$18.33
:' .$146.64
81
PVC SCH.80 BUSH 4"x2"
8
EA.
$17.79
$142.32
F.
SUBTOTAL
=
$21,347 26N--
F
TAX
1 %
i.._.. $213 .47
'$21
F
,MAT;
TOTAL
, 560 .73
J&C ,
LABOR
f ';, $2 ,000 .00 '-
F
TOTAL
-
$23,560.73
E
NOTES:
C
c-
A. MATERIALS ARE QUOTED FROM
DRAWINGS DATED
09--1-97
E
AND MAY VARY SOMEWHAT DURING
INSTALLATION.
E
OWNER SHALL BE INVOICED FOR
ACTUAL. MATERIALS
DELIVERED AND INSTALLED.
B. MATERIALS ARE TO BE PAID FOR
UPON DELIVERY.
C1 PRICES ARE GOOD FOR 30 DAYS,
AFTER 30 DAYS
PRICES
ti
MAY INCREASE.
a'
D. OWNER SHALL INSTALL SYSTEM
WITH SUPERVISION FROM-
JOHNSON & COMPANY. JOHNSON
& COMPANY SHALL INSTALL
SLURRY AND FLUSH PUMP SYSTEM.
E. OWNER SHALL BE RESPONSIBLE
FOR ALL .ELECTRICAL
WIRE
AND
?
INSTALLATION OF ELECTRICAL
EQUIPMENT.

='-SIG GUNS RN iNCE TABLES U.S. UNIT
100 SERIES BIG GUNS - 240 TRAJECTORY"
100 T TAPER BORE NOZZLES
P.5.1.
Nozzle
5'
GPM DIA.
Nozzle
S5'
GPM DIA.
Notrle
GPM DIA.
Notele
GPM DIA.
Notzls
T
GPM DIA.
Nozzle
35'
GPM CIA.
Nozzle
8'
GPM DIA.
Nozzle
8S'
GAM 01A.
Nozzle
9'
GPM DIA.
Norrle
e,1
GPM DIA.
50
50
20S'
54
215'
74
225'
57
235•
100
245'
1 115
256'
1 130
205'
1 ISO
273'
j 108
260'
1 204
300'
70
60
225'
75
238•
es
250'
103
2&9'
In
275'
1 136
283'
155
295'
177
302'
1 107
310'
1 243
338'
90
58
245'
1 83
250'
100
270'
1 117
263'
1 135
225'
155
MW
IA
3t8'
1 201
326'
1 223
33S'
1 274
382'
I10
70
205'
1 92
278-
111
290'
1 129
303' j
150
315-
171
324'
195
336'
1 222
344'
1 247
355'
1 304
3p'
'Avanable 0'"7 xllh F1D0 A SR100.
100 R RING NOZZLES
100 DIN DIFFUSER N077LPR
PSI
71RINGM�.77RINQ.81RING
00RING
99RING
.93RING
.96RING p.5ON 0.5ON 0.7ON 0.00N
GPM CIAGPM
CIA
'GPM DIA
GPM DIA
GPM DIA
GPM DIA GPM CIA GPM DIA GPM DIA GPM DIA
30 .
. � rr+t'ia40
66 20891
215
103 224
1 2
31
152 242 45 154dt 18x 118 t98
80
81 23511
245
12r3
4
—Ito gin
265
127 275
145 268
163 300
189 305
214 31 — — — —
80
94 255
•Q6'
100
103 270
124 NO
142 285
182 308
162 320
212 32s
236
na.
-- I M alarMter or inmw ie approxim sly u" Ids! for tree 21.1re ctm enrols. a% Teas for 1a
150 SERIES BIG GUNS -- 240 TRAJECTORY**
150 T TAPER BORE NOZZLES
PS.1.
Nozzle
T
GPM Ow
Notrle
6'
GPM CIA.
Nozzle
z
GPM DIA.
N9ttle
t.0'
GPM CIA.
Notrle
1, I •
GPM OW
Nerzte
1.2'
GPM DIA,
Nbttle
1.3'
GPM DIA.
50
Ila
265'
143
295'
IN
305-
225
325'
275
345'
330
385'
383
NO'
C'7Q"
-
8o
t26
290'
165
310'
210
335'
260
355'
3t5
375'
160.
395'
445
410,
IDO
143
310,
165
330'
235
355'
290
375'
355
400'
1 425
420'
j S00
44p'
1To
120
157
530'_j
204
350'
258
375'
320
395'
385
42V
485
446'
545
460'
150 R RING NOZZLES
RS.1.
Flir j
68
GPM 'CIA.
Flip
.97
GPM
DIA.
Plrq,
100
GPM
41A.
Rt.
1.19
GPM
CIA.
Mr.,
1.2
GPM DIA.
Plnq
1 34
OPM
DIA.
Pt"
14I'
GPM
CIA,
W.
IT
80
110
260'
143
280
182
300'
225
315'
275 335'
330
350'
363
M'
8o
120
200'
165
Sao'
21a
320'
260
340'
315 360'
380
W
445
395'
100
143
300'
185
320'
235
340'
290
360-
355 300'
425
400•
NO
415'
120
157
3151
204
335,
258
380
320
380'
305 400'
466
420'
545
435'
•'The Cidmdler or throb 19 epprottrrtelely 3% less for The 21" Ir@WlOry ehgle.
200 SERIES BIG GUNS - 27° TRAJECTORY"
2DO T TAPER SORE NOZZLES
C
Nozzle
Nozzle
Nbula
Nozzle
Nozzle
Notzle
NOttle
Nozz!e
Nbrtid
105'
I,1"
1,2"
LT
1.4'
1.S.
1.a"
1.75'
1.9'
PS.I,
GPM D1A,
GPM
OIA.
GPM
DIA.
GPM
DIA.
GPM
DIA.
GPM
DIA.
GPM
DIA.
GPM DIA.
flPM
OIA.
70
270 360'1
310
300'
35S
395'
415
410'
480
430'
555
450-
630
405'
755 495'
090
515'
�P
to
90
'
310 390,
350
410•
50
423'
415
445'
545
465•
025
485'
715
505'
855 535'
1005
555'
1001!.,
'
110
340 410'
390
430'
440
450'
325
470,
505
495'
095
S1s'
7-90
535'
945 565-
1110
590,
Ito
130
370 425'
425
445'
485
46S•
505
485'
1 55
515'
1 755
540'
j 860
560' j
1025 SIJO'_L
1210
820'
1+
20R RING NOZZLES

-3�S' r
2®.
o•
' 3
(172
Sol. •
_
�G
�`� �• .� x.� Z
,
w ,.=K, _.�
Id
/ 0},
t
• M..R, r�;� Y Y
_ .i 7�� ?J" •. ! •Z it l �'' �_W -
f

71 1
•..:P„j it i ��„„ �. ..,d,• ;� ,.rr..�..v�-.�.. �.~�j .:N�'�;.. N` '°'�i':,;w�f. S'S. �y� .y'!i .��'�F� _.
�? i • f'ti. /G 1 JJ UL/ 4� V oLr �d S hjo kSTI '7 p 1
k� i:i � 1�� r f � � • �� �ti .r:����'1.� _'. �'��i V-a�- fir rr� `* y' 9, ! � ,
. `�' , , t r • �''^. . / ' - a << �ter.�oS S. '' S• 1 1
i�
I
i�
ii
ii
1 '

OR�■Y ■ Y■� r■w■ � � nil F]iCv,VV]7y 7]]V CL3
4075 Curves
Casa: Martww --Cl PaL me. L03482 Mach. Me, L03482 Di a. 94 5/16 " ( Full) NOMINAL R-F M. 3600
ImpefiN: Maisrld CI Pact ma. M05060 MOCILM06 M07696 (30HP) Based on Fresh Water 0 80°F
M05060 (40HP) Maximum Working Pressure 210 PSI
30
•150
400
I•-
rL
uw. 350
r-
0
LU 300
U
250
0
200
0
h-
150
100
50
0 0 25 50
C-6541 Based on T-2913
Case: Material Cl
Impeflsr; Unto" CI
...:...................:..........._..........
s
..+._ _f......:--..3
...
I
.........
f
...........
..-.......t.._........I
-
.....
.........
........ .....
_..
..f............
........
:_.....:..... _._...-.
...... ..r....-....__f ...._..._..
........... ... ........ 7_.... ...._
.... ....... ..........� .-...__...F.
. i.--.._,... 1..... ..._. y
-r---------'..........-.:...----_--• 1...__.....
............
.. ......
............
....'....--.
.... ......
.......
.....'. �....
... ...
... ........
_
�..
.........
.......
.......
...........
.. ... .. .-
... .... ..
..........: ......._..:-i-
- ...-...
..._.....
--...... ..1�1
.._...._ .-........ i.._.......
....... _ _......... �.......... _.,.
'y ...._.':i ::.....
.._.. _.. _.. ... ......_.....-.....
.._..__. ......... ....
.- .. ..........}...........
...--•'-- I -•-----�..... ..
t __.:... 1
::....
...
. _
........
_._ 1!
......... f
-t-
........
.........
......
:.HE.::..::::
...
..........
......-..
.._
55q(;�.::::..:.:::..::::::.'
..._..
......_..
..._
..._....
........::::.::::..._: ..._.::::..
:.................
:. ;
9i1� /(.1`6".i'4flHP3.._..
....._
:
.._.. ...--.
:. �..-•-- .
r......... ............�-------..--- - _--._...,
........_...r......__.... i---- 1
ir ..... ..............
...................:....
......................•..
..._....
►
i-
...... -
,.
.. ...:..
_......-
:...::.-
....... :::::.:..1- .
--.... Y.. -'F
i
I:..-.._....
---- - :..�.._.....
.......... ..........j............•. .......
...•... ..._.....------- -----
.... ..• ........ ......._
�.. ....:
_.'
..... ._ ..------
f........ ......................
....._..._..j............
.......
............:.:..
:....:.:............
.........
:..
...._.....-.-.--.
1
._......... l.... ............ ........
.. _....:.:..�...
-�
.. ._...-..
..--..-...-
- ...
.......
! ......
__..-_.. ._...._
j�.
°
1 .. _.. ......_
`� .:.
.
...........: ........... 1. ._... ..
-
.-..-.._....
`
.. _...--
••.
_
.......... .......
.
_
.._...... .... __.....
7 .............. ...._.._....
-........_ !
..........�...._-.....i..._.
;...................._<..._.._.............:.
...... _....
:.
.........:._
.......;..:............
.._......._.....
.._........
...
::::::...::.:::.::::
.......
...............
7
�. . ... .... .
..__....... _
�
............,...........
J......
.
i.. -------
.........
...._.. .. i....... . _..,. - ......
�.:3(?:g.'. Mi.._.........I..
.. � 5.5f
.........
c
........
.....
._...
....._
. _
....... ...
._
......
...._ ......_ ...... . ........ _ - i
i.....
j... ....... .........:. .. ......
.__...
...:....:.
M::
.......
.......
..... _ ..._.. ........ ......... ._..{----
i.._..
I
.
i - .,-. -. .. :.
1
... ...
..: .....•.
..._..
.. _..
i .. ...
.-
._.
......._
...... .. ..
:#.
........ ... ... .... ._ #... __. .. < ...-...... .... ..
E .t.
I
�� .....
...._...
........
........ '..':
{
'
...
I.
.. ...
........
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..._
-..:......
!..
.._.....
_
,.. f
, . ...
# .......
................;
...........----
.....
.......... .......
20
W
ti
10
Qom.
0
Z
6
t
75 100 125 150 175 . 200 225 250 275 300 325 350 315 400 425 450
CAPACITY IN U.S. GALLONS PER MINUTE
suoe.s.a.� C-6541 Daieo 9-21-70 Date 9-15-85 mcoa B 2 E P B L
Pam me. L03482 Mach.Nn L03482 Dia 10-7/16" (Full) NOMINAL .R.P.M- 3600
Pnt. Alo. M05059 Mach. No. M07694 (50HP) Based on Fresh Water 0 800F
M07695-(60HP) Maximum Working Pressure 210 PSI
30

1 4l4.i,.'rFf
M LIT
6.
a Y ,may,
,� cr��tR'r �. _.,k"t'."4.. ..-.I_- .. `F .'i l r'. L,y "i•! -Yi .. :'?'d:�"`+4��'�
t!
3 4 t } ��
L
�
I 1f® I
I 'M Jk�'.•r• B I' ' �i,�LFA@ � i ! '• '3gg ' �;t,. I °�,. o.: *� ! ;r L{ '(PIj�5
Y ll;{,,, F;� '„�, if f}}t{t } f'r1 , lr•= "�{i r�.Frh.'`r �Ntq 4 y}!I
�' 'S it t .� Ii (•y iET 1��y+` t 'i"}il Sly}- , k L- .I
'Wei.
r P
' �� � � i"r �'`f�n�' •r, �`1 £'�, tt9 ;� �' F e� t. ' ' "G i 7 ��iy"i 1 I ��!
, _ �I., .,lr:' a, j� ��{'�`� aft? 3000 AND 32t0 SERIES
}{�+..y7r` .sps i, !j> # .., is '#s I, •...;�' SPECIFICATIONS
.
{�` f s+ �� , ¢ z d �:° kit �'+,,+ INSIDE STANDARD
¢ N ,a*t�i. r t '' �11r t yt'r 1 ,',: MODEL AXLE DIAMETER LENGTHS
t !
r}!' ar F ,. OF HOSE AVAILABLE
Ay'�kl����N
rl},i3000 1 3.0tr1. 44Two., .. � r�1'j}'� tY�i { dPP
5
, 4r q�g { y7y
ei
. ly5t� '�'! �>i_: - �'�• y ! i4R 3 i e1 �Ji 4+1 A .y: i { ;: , � x9-
It 'j,.�, ,:{#
V
Zj[
1 9 5 2 �Y Fa I'i P
��
,' t f y t
43
° �ayi,Si.� j �i �� sY
Y E A n S o a. 5 hkPy� it 1 i, g rtt ' RRNN
E X C E L L E N C E r I r Y. ry QY. �
� i I h �s, `.i f t ri ��1 � y I- - i `•'% 4a �' A j��*�r 5`� �.' 0 p g ! �:,i ,, -. a .
° Cadman
rtFrj I :. C •� I I, :a,
f !
POWER EQUIPRAEi+dT 4 t 3 i) jIPU 1 y1 6
B f lJ ! 0 P,
n O r
iq�' p�
'o
TQm
•'tl� �S�{ jj��' r
�[ ��'Y4�TI i -` 7,r�0
,;t� Ii ..4.. ii r: +gr'epcL:y. i� s 3 M a'9 '' 1, ': - � ;i #,.-;��`:• 7.
I
,a i
'��p - o- � .r t�Y s,+l� �• i1 qF'F�# �{, �� it �tt 11q �}}; �,� ` ,7�u' Y °1� �P<i'M� pS.tlFw
ai
'r'9,v4 i, rn�v f Ids• fr�n�}:k 4," I °a°RI
Jlt. 'a �. ..1 Qk rf ,& ' ry.4 .i .. "��i�y.. _ sp Fit + •'j
-
STANDARD FEATURES
+ Hdhdd 4 hp. OHV engine. • Single chain drive on drum using
• Nwing ting turntable, heavy duty traction pins.
+ High flotatlom tires • 3" x 6• tube frame.
+ 4 gallon aluhilnum fuel tank. • 4 coats of paint,
+ Autoitide gun cart slop. • Best quality 2406 medium density
9 tl Hose build-up safety switch, hose.
L c ,
i 3 wheelbd high clearance gun • Gear driven telescopic stabilizers.
cart dnd to!,ving clevis. •Disc brake to prevent hose recoil.
• Nelson 8I1 150 Gun • 4" x 25' feeder hose
p I-lIt kit for gun cast. • Mechanical speed compensalion
m
em _ ,;AL FEATURES
14
1
M1

WASTE -UTILIZATION PLAN
Location: 2245 STARTOWN ROAD, NEWTON NC 28658
Telephone: EARN [phone] , HOME (704) 324--5059
Type Operation: DAIRY
Number of Animals: 200
(Design Capacity)
Storage Structure(s):WASTE POND
Application Method(s):IRRIGATION
The waste from your animal facility must be land applied at a
specifi/ad 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.
You must have the animal waste analyzed to determine nutrient content
as close to the time of application as practical and at least within
60 days of the date of application before each application cycle.
Soil nutrients in all fields where waste will be applied must be
analyzed at least annually so that all plant nutrients can be balanced
Mfor realistic yields of the crop to be grown. Soil test and waste
analysis records shall be kept for five (5) years. Poultry dry waste
application records shall be maintained for three (3) years. Waste
application records for all other waste shall be maintained for five
(5) years.
Several factors are important in implementing your waste utilization
plan in order to maximize the fertilizer value of the waste and to
ensure that it is applied in an environmentally safe manner:
1. Always apply waste based on the needs of the crop to be
grown and the nutrient content of the waste. Do not apply
more nitrogen than the crop can utilize. Lime must be
applied to application fields as recommended by soil test to
maintain the plant uptake of nutrients.
2. Soil types are important as they have different infiltration
rates, leaching potentials, cation exchange capacities, and
available water holding capacities.
3. Normally waste shall not be applied to land eroding at
greater than 5 tons per acre per year. With special
precautions, (see Required Specification No. 4) waste may be
applied `to land eroding at up to 10 tons per acre per year.
p

WASTE UTILIZATION.." .PLANF
4. Do not apply waste on saturated soils, when it is raining,
or when the surface is frozen. Either of these conditions
may result in runoff to surface waters which is a violation
of the North Carolina Division of Water Quality _(NCDWQ)
.0200 regulations.
5. Wind conditions at the time of field application of waste
should also be considered to avoid drift and downwind odor
problems.
6. To maximize the value of nutrients'for crop production and.'
to reduce the potential for pollution, the waste should be,
applied to a growing crop. Otherwise apply waste no
earlier than 30 days prior to planting a crop or prior to,
forages breakilzg dormancy. Injecting or otherwise
incorporating/the waste below the soil surface will conserve
nutrients and reduce odor problems.
r
7. Zinc and copper levels in the soils in all fields where
waste is..applied shall be monitored and alternative
application: fields shall be used when these metals approach
excess levels.
This plan is based on waste application by IRRIGATION for this is the'
manner in which you have chosen to apply your waste. If you choose to
alter the method(s) of application in the future, you need to revise
this plan. Nutfient levels for various waste application methods are
not the same.
The estimated acres needed to apply the animal waste is based on
typical nutrient content for DAIRY WASTE POND systems in North
Carolina. Actual acreage requirements shall be based on waste
analysis reports from storage structures in your waste management
system. Attached you will find information on proper sampling
techniques, preparation, and transfer of waste samples to the lab for
analysis.
Your WASTE POND is designed for 365_ days of temporary storage and the
temporary storage must be removed on the average of once every
12 MONTHS. If your facility is unroofed, in no instance should the
volume of waste being stored in your structure be higher than the
maximum storage marker except in the event of a 25 year, 24 hour
storm.
Call your technical specialist after you receive the waste analysis
report for assistance in determining the amount per acre to apply and
the proper application rate prior to applying the waste.
.7

i 0I-I,� V
VAS� UTLI�ATa�� PLAN
a..l -. .T•T , � � -� "r.� ,� �.:
I -, -4 F S jam{• Y �
r
The waste management system which is covered by this waste utilization
plan shall be operated only'by persons which hold a valid certificate
as an operator in charge of an animal waste management system. The
North Carolina Water Quality Commission will provide training and
certification of,operators.
This waste',.tit ilization .'plan,. if carried out, meets the,, requirements .w
for - compliance °with '1.5A` -NCAC' 2H, . 0217•" (the • .' 02,00 -'rules) :, adopted by the
Water `Quality _!Gommission..
r`..
J

ESTIMATE OF PLANT AVAILABLE NITROGEN
_FROM LIQUID V�A�TE
Amount of., Waste Produced Per Year
The lu*ljauy will use irrtensive`grazing as.,much as`possible "A waste. storage pond will provi'de-storage for•1 year.'
This slurry pone will store 4,450 lbs of plant available nitrogen. The pasture realistic yield is 5:8 AUM. The nitrogen
requirement is 16.4 lbs'. N per:AUM On pasture land; Nitrogen requirement is applied at 75 % The total
Application rate is 83.6 Ibs.-.N�per acre per year. Estimated nutrient: is 6.5 lb's. PAN/1000,ga1: =476 lbs.
PAN/ac-in., Each year approximately 0.5" of waste water'and manure could be applied per acre.. -But the irrigation
design is only 0.41'.to be applied per year. This will be approximately 70,lbs. PAN/acrelyear. The minimum area'
needed is 4,450 lbs. PAN/701bs. PAN/acre/year= 64 acres.'
• - - w 1, .� .. 1 • _, _ .. 'a. ni _ - .. • ^

ESTIMATE OF PLANT AVAILABLE NITROGEN
FRONT SOLDWASTE
'Amount of Waste Produced Per'Year
40 young heifers will be kept in hutches and small lots near_ the milking herd. Approximately .75% of the manure is
r collected and spread.' .
Volume of manure = 40 calves X 1.5 gal./hd/day X 365 days X .75 = '16,425 gallons' i
16,425 gallons / 1000 X 10 lbs.11000 gallons = 164.25 lbs/n/yr,
J71
50 dry cows are located on a pasture on the farm. Hay will be fed in rings on ridges when pasture is not available.
Approximately 25% of the manure will be collected around hay rings. Manure will be collected and spread with
conventiona; manure spreader.
` Volume of manure
= 50 cows X 10 gaVhd/day X 365 days X .25 = 45,625 gallons
45,625 /1000 X 10 lbs./1000 gals. = 456.251bs./n/year
Total = 456.25 + 164.25 lbs./n/yr - 620.50
x
3

Total animal waste and'waste water volume -generated in
one year is approximately tons and
698,393 gallons or 25.7 acre -inches.
4453 lbs. PAN per year, from liquid waste
+ 620.5 lbs. PAN,per year from -solid
waste .. .
= 5073.5 /Total lbs. PAN per year
Applying the above. amount.of.waste as calculated.above'is a big,- b.
You should plan time and have appropriate'equipmen� to apply the waste
in a timely manner.
Values used above are based on analysis of waste
from similar livestock operations in North Carolina
(source: USDA-NRCS FOTG Practice Standard.633-Waste
Utilization). Actual nutrient content of the.waste
from this system may'vary from these values. Waste
analysis -should be made of the actual waste as soon
as possible after significant waste accumulates in
the storage structure(s).
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.

IAST�T1LT14NPLANb
• t � l� �.. { ? ,� •r �, ,l� F k� tr. u d j� ��. -y1� h� it _�y �?st ip L 31ta'ii p _'.I's t7-rr r 9 ^� r� a • 1 ,!�AF 'N � h '�'- lio i .' .� Ew u,..-`w,�.r. a �. �.. G '�.. -d `- �� _'.�- � "�., t�?i .l y'
The irrigation application rate should not exceed the infiltration
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:44
" wIt tis the responsibility of ;the producer and irrigation, designers to
ensure'that,an`'irrigation,system is. installed toY'propetly rrigate,thez
acres shown- in tables. 1." through-':,3'::- Failure to ":apply: the,:,'recommended
4rates•=and`_amounts:of nitrogen shown'fn' the',,table"s:1may make ths, r"plan'" .
'' invalid.., • . .. ' •. � � :� < t ,;, , , f . ,•
.Caution; must 'be exercised . in• grazing or, 'haying' for'a�;e plants' under .
:stress - condition; % 'Nitrate 'ppis 'oning may,'occur;.-Ii Tivestock. Sampling
_ `forage -or= hay .fo'r" nitrate - levels is recommended:
d

.WASTE UT
m
TION
i I
l a
�
i f
i if
f
WASTE APPLICATION TABLES
The crop fields shown in the Waste Application Tables that follow are
available for waste application. It will not be necessary and may not
be desirable to apply waste to each of.these fields in any given year.
.The Lbs. of Nitrogen Per .Acre shown in,the tables are estimated annual.
nitrogen (N)-requirements of--the.crap :to be grown based,.on.the
potential pi ductivity ..of • the soil' -and assuming no 'double_ cropping,.- ;
The Recommended Lbs o'f" N to :be;.Appli:ed •per acre ind.icates�',the "; • <; ;
Nitrogen :that ' -,can be "`reasonably; -applied. to.he crop' and used by the
.--crop'in'a -timely.`manner using" animal -:was te"alone It'"will ;not be
practical "to' meet •all the ;nut=ie'fit"`=needs- of some` crops ~with animal
waste Supplemental applications of 'commFr'cial fertilizer may be
repaired during the growing season'in':`ord.er to meet `all crop" nutrient
f needs.' ,;It is assumed that for -certain row cropsonly 'a''fraction of
tY:e total -annual nitrogen"requirement cirri- be applied using animal
•., ..G • i 4 � a! Y ] u-�
-The landowner 'sha11 record the actual,-, Baste application volume' made on r,
h,
„-.f Watye-Application Record each field.on the Departmente/,Form.
;
The following legend explains the crop codes used in the field
3 application tables
CROP
CODE
CROP
��
PRODUCT'N
UNITS
NITROGEN.
REQUIREM-T
LBS./UNIT.
6
- da-ts �'-
G/a �•e/
of S�CQ�e.
.�'lis�cls'
r. 1,13 .
�CS
��,s z<✓�
ed e / le j4,JJ
AUM
10
�,
{
I

IL ATION .CLAN
The following legend explains the soil codes which represent the
specific soil types that are found in the fields which are available
for animal waste application:
SOIL
CODE
SOIL
TYPE
COMMENTS REGARDING SUITABILITY
OF SOILS FOR WASTE APPLICATION
RVA
Riverview loam
Occasionally_ flooded.
MSB ...Masada-
sandy loam`
GnC2
Gaston sandy clay..loam
°.
GnB2
Gaston sandy clay loam
BnB
Bumcombe sand '
GaD
Gaston loam
/
9

Table 1: WASTE APPLICATION FIELDS OWNED BY PRODUCER
Recommended
Soil Realistic Lbs. N Lbs. N to
Tract Field Type Crop Anticipated Acres1l. Required to be ,
TOTALS THIS TABLE 7168 4480
1 The useable acreage represents the total acreage of the field minus
the required buffer areas which border streams or residential
areas. Actual total acres in the fields listed may, and most
likely will be, more than the acres shown in the tables.
2 This N is from animal waste only. If nutrients from other sources
such as commercial fertilizer are applied, they must be accounted
for. N must be based on realistic yield expectation.
1D

T
Recommended
Soil Realistic Lbs. N Lbs. N to
Tract Field Type Crop Anticipated Acresl Required to be
TOTALS THIS TABLE
1 The useable acreage represents the total acreage of the field minus
the recuired buffer areas which border streams or residential
areas. Actual total acres in the fields lasted may, and most
likely will be, more than the acres shown in the tables.

Table 3 presents a summary of all nitrogen requirements and the total
nitrogen to be applied using animal waste for all fields which are
available for waste application.
TABLE 3: SUMMARY OF WASTE APPLICATION
ACRES
USEABLE.
TOTAL CROP
NITROGEN '
REQUIREMENT
IN POUNDS
RECOMMENDED.
LBS. N TO
BE APPLIED
USING -WASTE
SUPPLEMENTAL
OR RESIDUAL
LBS', OF N
REQUIRED
FROM TABLE 1
64
7168
-.,4480
2688
FROM TABLE lA
FROM TABLE 2
f
FROM TABLE 2A
FROM TABLE 2B
TOTAL ALL TABLES
64
7168
4480
2688
This summary indicates that only about 63_ percent of the total'
annual nitrogen requirements can be provided for the crops as listed
for the fields available using animal waste produced on this livestock
operation.

WASTE UTILIZATION PLAN, --
NARRATIVE OF OPERATION
THE LUTZ DAIRY HAS APPROXIMATELY 200 JERSEY MILK COWS ON A FARM
IN CATAWBA COUNTY. THE CATAWBA DISTRICT OFFICE STATED THAT DUE TO
LOCATION OF FARM TO RESIDENTIAL HOUSING, WASTE STRUCTURES COULD
NOT BE CONSTRUCTED. COREY WAS WILLING TO MOVE HIS MILKING OPERATION
TO LINCOLN COUNTY ON A FARM PRESENTLY OWNED BY HIS FATHER. AT THIS
NEW LOCATION, COREY PLANS TO PASTURE HIS CATTLE USING PADDOCK -
TECHNOLOGY TO GRAZE. A ROOFED FEED STRUCTURE WILL BE CONSTRUCTED
TO FEED CONCENTRATES ALL YEAR ROUND AND SILAGE DURING PERIODS WHEN
GRAZING IS NOT AN OPTION. SPACE WILL BE PLANNED'FOR FREESTALL
ADDITIONS IF IT BECOMES NECESSARY AT A LATER DATE. TWO TRENCH SILOS
HAVE BEEN CONSTRUCTED ADJACENT TO THE ROOFED FEED STRUCTURE.
40 HEIFERS DAY OLD TO 200 LBS. WILL BE KEPT IN HUTCHES AND SHEDS NEAR
THE MILKING PARLOR.
50 DRY COWS WILL BE CONFINED TO PASTURES ON THE FARM.
A WASTE STORAGE POND HAS BEEN CONSTRUCTED FOR POLLUTED RUNOFF, MILK
PARLOR WASH WATER AND MANURE.
ALL SURFACE RUNOFF FROM UNROOFED CONCRETE AREAS WILL .40W-TO WASTE
STORAGE POND. A STORAGE PERIOD OF ONE (1) YEAR CAN BE COLLECTED IN
THIS WASTE STORAGE POND. THE WASTE STORAGE POND IS LOCATED OVER 100
FEET FROM THE NEAREST WELL AND NO CLOSER THAN 750 FEET FROM ANY
RESIDENCE OTHER THAN THE OWNER OR HIS TENANTS. AN IRRIGATION SYSTEM
WILL BE INSTALLED TO EMPTY.THE POND. CLEAN WATER WILL BE EXCLUDED FROM
THE FEEDLOT AND WASTE STORAGE POND BY USING DIVERIONS, PIPING AND
GUTTERING. A 6" PVC PIPE UNDER GROUND MAIN LINE WILL RUN ALONG
GRAVELED STOCK TRAIL THROUGH FIELDS TWO (2) AND THREE (3). FOUR (4)
INCH HYDRANTS WILL BE PLACED EVER TWO HUNDRED AND FORTY (240) FEET
ALONG THE SIX (6) INCH MAIN LINE.
THE: MAIN PUMP WILL BE AN ELECTRIC BERKLEY B2EPBL SLURRY PUMP. WITH A
30 HP-240V-3 HP MOTOR. THE FISH POND LOCATED NEXT TO WASTE POND WILL
BE.USED TO FLUSH PIPE SYSTEM. A FOUR (4),INCH LINE WILL BE PLACED
UNDER GROUND FROM FISH POND TO WASTE POND. THE WASTE POND MUST BE
AGITATED UNTIL WASTE HAS A MAXIMUM OF 2% SOLIDS CONTENT. A TRAVELER
REEL AND GUN SPRINKLER WILL BE ATTACHED TO THE FOUR (4) INCH HYDRANT.
FOLLOW IRRIGATION GUIDELINES. '
NOTE_: Make a copy of this page and complete the information for each
storage structure in the planned system. Delete this note
before giving the Waste Utilization Plan to the landowner or
operator.
13

_WANE UTILIZATION .PLAN:.
FIELD OFFICE INSTRUCTIONS
Application of.Waste by Irrigation
f Field No.' Traci No: 'Soil Type Cmp Application
Rate
(in./hr.)
2 1525 MSB PCs / 0.4
.4 33.1 / 5
3. ' 1525 GnB2 PCs 0.4
.4 -20.4 -
THIS TABLE IS NOT NEEDED EF WASTE IS NOT BEING APPLIED BY IRRIGATION,
HOWEVER A SEMM AR TABLE WILL BE NEEDED FOR DRY LITTER OR SLURRY.
Aplilicati
Amount
(inches)

STE UTJ LIZA PLAN
REQUIRED SPECIFIC=! TIONS
1. Animal waste shall not reach surface waters of the state by runoff, drift, manmade
conveyances, direct -application, or direct discharge during operation or land
application. Any discharge of waste which reaches surface water is prohibited, Illegal
discharges are subject to the assessment of civil penalties of $10,000 per day by the
Division of Water Quality for every day the discharge continues.
• 5
R . ' 2. (The Field Office must have documentation in the design folder that the,proddcer
either owns or has a notarized Ions term agreement for use 9f adequate land o!a:
which to-Prouerly apply the waste. If the producer does not own adeau_ate_land .
to P 2edl dispose of waste he/she- shal grovide MRCS with, a colpy of a..
notarized agreement (sample enclosed) with_ a landowner who is within a
reasonable proximity, allowing him/her the use of the land for waste application
for the life expectancy of the aroduction facilily. It is the resgonsibilltX of the
owner of the facility to secure an update of the Waste Utilization Plan when
there is a chance in the operation, increase in the number of animals, method of
utilization, or available land).
3. Animal waste shall be applied to meet, but not exceed, the Nitrogen needs for realistic,
crop yields based on soil type, available moisture, historical data, climate conditions, v'
and level of management, unless there are regulations that restrict the rate of
application for other nutrients. Actual yields may be used in lieu of realistic yield
tables at the discretion of the planner. ,
4. Animal waste shall be applied to land eroding less than 5 tons per acre per year.
Animal waste may be applied to land that has a Resource Management System W.4S)
or an Alternative Conservation System (ACS). If a RMS or ACS is used the soil loss
shall be no greater than 10 tons per acre per year and appropriate filter strips will be
used where runoff leaves the field. These filter strips will be in addition to 'Buffers"
required byDWQ. Nee FOTG Standard 393 - Filter Strrus and Standard 392 -
5. Odors can be reduced by injecting the waste or disking after waste application. Waste
should not be applied when the wind is blowing or any other condition exists whichmay cause a danger of drift from the irrigation field.
6. When animal waste is to be applied on acres subject to flooding, it will be soil
incorporated on conventionally tilled cropland. When applied to conservation tilled
crops or grassland, the waste may be broadcast provided the application does not
occur during a season Drone to flooding. (See "Weather and Climate in North
7. Liquid waste shall be applied at rates not to exceed the soil infiltration rate such that
runoff does not occur offsite or to surface waters and in a method which does not
cause drift from the site during application. No ponding should occur in order to
control conditions conducive to odor or flies and provide uniformity of application.
S. Animal waste shall not be applied to saturated soils, during rainfall events, or when the
surface is frozen.

WASTE .: � �LIZATIOt� PLAN
REQUIRED SPECIFIC-! TIONS
9.. Animal waste shall be applied on actively growing crops in such a manner that the crop.,
is not damaged by burning or smothering of the plant. This is an important
consideration where swine, poultry or other ammonia rich waste is being surface
applied. Surface broadcast solids or slurries may damage crops if leaf surfaces are
matted. Generally waste should be applied such that no more than 20 to 25 percent of
the leaf area is covered. This should not normally be a concern where diluted, low
nutrient waste is irrigated or surface broadcast from a liquids holding structure.
Where crops are severely damaged due to waste application, the plants cannot
``- assimilate the nutrients and discharge of pollutants to surface waters is likely to occur.;
The potential for salt damage from animal waste should also be considered.
'10. Waste nutrients shall not be applied in fall or winter for spring planted crops on soils"
with a high potential for leaching. Waste nutrient loading rates on these soils should
be held to a minimum and a suitable winter cover crop planted to take up released
' nutrients. On soils with a high potential for leaching, multiple application at lower
rates should be used. To maximize the value of nutrients for crop production &
reduce the potential for pollution, the waste.shall not be applied more than 30 days
prior to planting of the crop on bare soil, or forages breaking dormancy. Injecting the:' .
waste or disking will conserve nutrients.
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 residentia .
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, I995,) shall not be applied closer than 25 feet to surface water. (See .R '
Standard 393 - Filter Strips and Standard 392 - Riparian Forest Buffer
' 4 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
wetlands provided they have been approved as a land application site by a "technical
specialist". Animal waste shall not be applied on grassed waterways which discharge.
directly into water courses. If animal waste is to be applied on other grassed
waterways, waste shall be applied at agronomic rates and in a manner that causes no
runoff or drift from the site.
r
16. Domestic and industrial waste from washdown facilities, showers, toilets, sinks, etc.,
shall not be discharged into the animal waste management system. 1.

_ViVAS T E UT1LJZAT]O1-1;i r'LAN
REQUIRED SPECIFICA TIONS
17. A protective cover of appropriate vegetation will be established on all disturbed areas
(lagoon/holding pond embankments, berms, pipe runs, etc.). If needed, special
vegetation shall be provided for these areas and shall be fenced, as necessary, to
protect the vegetation. Vegetation such as trees, shrubs, and other woody species,
etc. are limited to areas where considered appropriate. Lagooniholding pond areas
should be kept mowed and accessible. Lagoon/holding pond berms and structures
should be inspected regularly for evidence of erosion, leakage, or discharge.
I & If animal production at the facility is to be suspended or terminated, the owner is
responsible for obtaining and implementing an "approved closure plan" which will.
eliminate the possibility of an illegal discharge, pollution and erosion.
w { .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
w' be kept on site.
20. Animal waste can be useed 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 ttie crop season.
21. Highly visible permanent markers shaft 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. Soil
pH shall be adjusted for optimum crop production and maintained. Soil and waste
analysis records shall be kept for five (5) years. Poultry dry waste application records
shall be maintained for three (3) years. Waste application records for all other waste .
shall be maintained for five (5) years.
23. Dead animals will be disposed of in a manner that meets NC regulations. North
Carolina General Statute 106-403 requires that dead animals be disposed of within 24
hours in a manner approved by the state veterinarian.

Appendix D: Odor and Insect Control Checklist
ODOR
On many operations, odor is likely to be the number one community issue for both producers
and the general public. Because people can detect a smell they find -offensive, they assume -
there is an environmental problem. What- are some perceptions of swine odor that your "
neighbors and members of your community may have? '
SOURCES OF QDOR
j. x ':`. P + - P.F .�}�,�y:"f tom{ ,f: .. _ . `'-Y $ ,r F • a f. -
7 ,The gvoci news �s•tha't odor can, a managed by'reducing sources ofodor.-,Decoii posing,
manure;is the most obvious,source ;,Generally, deco.
mposing'-,manure°that leas undergone:sonie'
4 ' , type of anaerobic (witbout oxygen) breakdown has a more bffei live oeor than fr6 aure.:
Me actu i odor ts'the iresult of the type of ration, animal metabolism,%and environmental ' ,•
'conditions in whichtmanure is stored -and spread. -Decomposing feed46d `carcasses can also.
contribute to odor:
t r
North Carolina State Universin+ 1

i
Dairy Farm Waste Management Odor Control Checklist
Source Cause BMPs to Minimize Odor Site Specific Practices
Fimuslead •
Dairy production
9 Vegetative or wooded buffers
WRecommended best management practices
M�Good judgment and common sense
lliived lots or barn •
Wet manure -covered
MP'Scrape or flush daily
,Il lcy sur111ces
surfaces
9;4romote drying with proper ventilation
CYloutine checks and maintenance on waterers,
hydrants, pipes, stock tanks
'bled areas •
Urine
67 fomote drying with proper ventilation
•
Partial microbial
P-1keplace wet or manure -covered bedding
decomposition
r.lai)ure dry stacks •
Partial microbial
❑ Provide liquid drainage for stored manure
decomposition
�1
Sloragc lank or basin •
Partial microbial
A, ❑ Bottom or mid -level loading
��
Jill"
decomposition
❑ Tank covers
•
Mixing while filling
❑ Basin surface mats of solids
•
Agitation when emptying ❑ Minimize lot runoff and liquid additions
❑
❑
Agitate only prior to manure removal
Proven biological additives or oxidants
+.iiog basin
• Partial microbial r l A
❑
Liquid drainage from settled solids
ki��cs
decomposition
❑
Remove solids regularly
Mixing while filling
• Agitation when emptying
lanure, slurry, or
• Agitation when spreading
❑
Soil injection of slurry/sludges
iIli111, sl»-eMler
. Volatile gas emissions �r
❑
Wash residual manure from spreader after use
ti�ls
❑
Proven biological additives or oxidants

Dairy Farm Waste Management Odor Control Checklist
Suttrce
Cause
BMPs to Minimize UdLw Site specific Prncticcs
ilrOVeled manure, e
Volatile gas emissions while
O
Soil injection of slurry/sludges
Iiii r v, or sludge on
drying
I #
Soil incorporation within 48 hours
i J(I surfaces
aKSpread in thin uniform layers for rapid drying
17
Proven biological additives or oxidants
_
,sh tanks •
Agitation of recycled lagoon
0
Flush tank covers
�11
liquid while tanks are filling
0
Extend fill lines to near bottom of tanks with
anti -siphon vents
t >llt!;ide drain •
Agitation during wastewater
. O
Box covers
� of lcction or (�
conveyance
jilllclion (loxes
I .ilt Stations •
Agitation during sump tank
0
Sump tank covers
filling and drawdown
hid oI' drainpilies at •
Agitation during wastewater
0
Extend discharge point of pipes underneath
Irt�t�oll
conveyance
lagoon liquid level
i ,11loon surfaces nn •
Volatile gas emission
0
Proper lagoon liquid capacity
•
Biological mixing
0
Correct lagoon startup procedures
•
Agitation
0
Minimum surface area -to -volume ratio
O
Minimum agitation when pumping
O
Mechanical aeration
0
Proven biological additives

Dairy Farm Waste Management Odor Control Checklist
- Source Cause
BMPs to Minimize Odor
Site Specific Practices
16gaation sprinkler • l ligh pressure agitation
EkIrrigate on dry days with little or no wind
ih)zzles . Wind drift
M�Minimum recommended operating procedure
lJ Pump intake near lagoon liquid surface
Cl Pump from second -stage lagoon
S"*Flush residual manure from pipes at end of
slurry/sludge pumpings
1)ead aniinals • Carcass decomposition
Proper disposition of carcasses
Standing water • Improper drainage
910rade and landscape such that water drains away
around facilities . Microbial decomposition of
from facilities
organic matter
Mud tracked onto • Poorly maintained access
Q-farm access road maintenance
iml)lic roads from roads
-
farm access
Additional Information: ' '
Available From
c `attle Manure Management-, .0200 Rule/BMP Packet
NCSU, County Extension Ccnlcr
Hairy Educational Unit Manure Management System —Lake
Wheeler Road Field Laboratory; EBAE 209-95
' NCSU—l3AE
I .agoon Design and Management for Livestock Manure
Treatment and Storage; EBAE 103-83
NCSU-13AE
Management of Dairy Wastewater; EBAE 106-83'.
NCSU—BA1,
t.Alibration of Manure and Wastewater Application Equipment;
EBAE Fact Sheet
NCSU---BAE
Hnisance Concerns in Animal Manure Management: Odors and Flies; PRO107, 1995 Conference Proceedings
Florida Cooperative Extension

Insect Control Checklist for Animal Operations
Source Cause BMPs to Control Insects ' Site Specific Practices
Liquid Systems
FIusli 61111Crs • Accumulation of solids D Flush system is designed and operated
Nsufficiently to remove accumulated solids from
gutters as designed
0 Remove bridging of accumulated solids at
discharge
tT,O ►ns and hits Crusted solids Cl Maintain lagoons, settling basins and pits where
pest breeding is apparent to minimize the crusting
of solids to a depth of no more than 6 to 8 inches
over more than 30 percent of surface '
Exec:ssivc vegetative • Decaying vegetation Er Maintain vegetative control along banks of — --
Lrutvtl� lagoons and other impoundments to prevent
accumulation of decaying vegetative matter along
water's edge on impoundment's perimeter..
f��ccic'rs
• reed spillage Ellbesign, operate, and maintain feed systems
(e.g., bunkers and troughs) to minimize the
accumulation of decaying wastage
dean up spillage on a routine basis (e.g., 7- to 10-
day interval during summer; ! 5- to 30-day interval
during winter) -�
f

Insect Control Checklist for Animal Operations
W Smirce Cause
BMI's to Control Insects Site Specific 1'l-Adices
Feed storage Accumulations of feed
ff7keduce moisture accumulation within and around
residues
immediate perimeter of feed storage areas by
ensuring drainage is away from site and/or
providing adequate containment (e.g., covered bin
for brewer's grain and similar high moisture grain
products).
WI-n-spect for and remove or break up accumulated
solids in filter strips around feed storage as needed
Animal holding • Accumulations of animal
Effliminate low areas that trap moisture along fences
M cas wastes and feed wastage
and other locations where waste accumulates and
disturbance by animals is minimal
PTvlaintain fence rows and filter strips around animal
holding areas to minimize accumulations of wastes
(i.e., inspect for and remove or break up
accumulated solids as needed)
i ry ltlanmre • Acclln11l1atillns of animal
13 Remove spillage on a routine basis (e.g.,
]MIl fling systems wastes
7- to 10-day interval during summer; 15- to 30-day
fill
interval during winter) where manure is loaded for
land application or disposal
© Provide for adequate drainage around manure
stockpiles
© Inspect for and remove or break up accumulated
wastes in filter strips around stockpiles and manure
handling areas as needed
A.s,r more information contact:
Cootu:rative Extension Service, Department of Entomology, Box 7613, North Carolina State'University, Raleigh, NC 27695-7613.
;.
, I 1

Mortality Management Methods
(check which methods) are being implemented)
Burial three feet beneath the surface of the around within 24 hours after
knowledge of the death. The burial must be at least 300 feet from any flowing
stream or public body of water.
Rendering at a rendering plant licensed under G.S. 106-163.7
Q Complete incineration
- 1-• any rt t- 9„��� � }y.c t F�'.•� 'ir' rtR �;. _ _ t t y..["'Fa ,.. ° a . { ,
r ti piYi1 i ' . - t r • - h, , . j - �"} Y, 1 1 -I
�. faya.S• c n rtiL J {,rt • , -. - .'""; •:� .v _ S. r
the; case of dead poultry, only, pla66., ui adisposal pit of a gaze and desagra
` v:appro�ed:b}r-th6Mie rtirient of Agncultiare' d rz wr �, i {rx
y rf,J3 , - ,
1+ y4' 34• L 'ri f•( .� '. f'.'_' i £ s�. [: [ r •.+t tG. r - .r<�A c':„ d , '�In r4f y,1 ry ".[ _ycr lr• "' `r
t a ; ,7 ;t• c ar, ts. ,t l.tt 1. �yt'ti • s,r, . ",.! �' �I. #r a� '�^sa"
` rf Any` method «hick. an -.the; pfofessional:opinion .of the `State Veterinarian would
1aralce possible the=salvage of part of a,dead animal's value without endanaerin;J 4
human or animal�healch. (Written approval of the State Veterinarian must be"
attached)

=WASTE UTILIZATION PLAN
WASTE UTILIZATION PLAN AGREEMENT
Name of Farm: u'01e64h7o.'7 1_ J cads.e,/ f
Ovner/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.-,,
"(we) know that any expansion .to the existing .design capacity. of the
`.4";r ,,,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.
+r I (we) understand that I (we) must own or have access toirrigation
or other equipment, to land apply the animal waste described in
this Waste Utilization Plan. The equipment must be available at
the appropriate time such that no discharge occurs from the lagoon,
holding pond, tank, or other unroofed storage structure in a 25
year, 24 hour storm event. I (we) also certify that the waste will
be applied on the land according to this plan at the appropriate
times and at rates that no run-off occurs.
Name of Facility Owner: Cdiev to it rZ ----
(please print)
Signature: Date: U_ l Y- / 7
r
Name of Manager(If different from owner):
Signature:
Date:
Name of Technical Specialist: (please print) l.i4C�n M . Ravlksl_
Affiliation: C_)J M /&A- LVx(
Address (Agency):
Signature:'
4f
h
Date: i2-18—
q7

t
Chapter 6: Record Keeping
Growers who use waste materials as fertilizer or a source of lime must
RECORDS
maintain records of the analytical results, application rates, and soil tests
MANAGEMENT
for each application site. This section will address the importance of
Records Management as a vital part of an animal waste management
system. Recommendations for the land application of animal waste should
be based on actual laboratory analysis from a sample of your waste
lagoon, storage pond, or solids dry stack. In Chapter 3, you determined the
amount of waste to be handled. Then, with an analysis of the waste, you
determined how much of the waste you could apply to a given crop or crop
system over a year's time. When combined with the calibration section,
you determined how long you should operate your equipment to apply just
the right amount as prescribed in your waste utilization plan, and to apply
the waste at no greater than agronomic rates as required by law.
A certain amount of record keeping is needed to keep up with the
Describe the importance
management of the waste appli�.-ation system. The record keeping forms
of record maintenance.
provided here will help you document site specific data which is currently
limited on many animal operations. These forms will allow you to easily
track your waste applications and provide you with an easy resource to
ensure that you do not exceed waste applications to any fields.
These forms, when combined with your site specific data such as your
waste analysis, plant analysis, soils analysis, crop yields, and other farm
plan items, will provide evidence that you are managing your waste
application properly and not exceeding agronomic rates.
Keeping accurate records, along with the implementation of proper BWs
on your farm, is the primary way you prove to the Division of Water
Quality (DWQ), the Division of Soil and Water Conservation (DSWC),
and to the general public that your animal waste management system is
not causing an environmental impact. Assistance with record keeping can
be obtained from a Certified Technical Specialist or the Cooperative
Extension Service, the Natural Resources Conservation Service, the local
Soil and Water Conservation District, or the Agronomic Division of NCDA.
1'nrth C roii;.0 fate 6-1

_ .riser o:.record Keeping
Describe what records
need to be maintained to
show compliance with
environmental
regulations.
Describe what is to be
done with records:
In order to satisfy the Division of Water Quality's and Division of Soil and
Water Conservation farm inspection procedures, the following items need
to be available at the individual farm:
1. Waste application records
2. Map of farm fields including waste application fields and acreage A' ;
3. Certified Waste Management Plan (if applicable)
4. Waste sample analysis
5. Annual soil analysis for each field receiving waste applications
J
These records must be maintained for a period of five ears at the
individual farm. f
It may be beneficial for you to maintain the additional following records
for verification of conditions on your farm (you should review your
general permit to see if there are any of these or other items which may be
required to be maintained to be compliant with DWQ guidelines):
1. Daily farm rainfall records l
2. Weekly Iagoon level (freeboard) records
3. Plant analysis
4. Animal population
5. Crop yields
6. Surface water and groundwater quality records
Forms included here are:
I. IRR-1: Lagoon Liquid Irrigation Field Record is to be used to
record each irrigation event.
2. IRR-2: Cumulative Lagoon Liquid Irrigation Field Record is to
record the total annual waste application to one field per crop cycle.
It provides for calculating the total nitrogen application to the field
and comparing it to the recommended nitrogen loading rate.
6-2 North C_- - . _ - mer::tive -tension Service

Vaste ,Vfanav� emt -','Vs: - .s--April i 99
3. SLUR-1: Liquid Manure Slurry Field Record is to be used to
record each waste application event if the producer is using a slurry
or pump and haul system.
4. SLUR-2: Cumulative Liquid Manure Slurry Field Record is to
record the total annual waste application to one field per crop cycle
with a slurry or pump and haul system. It provides for calculating
the total nitrogen application to the field and comparing it to the
recommended nitrogen loading rate.
S
5. SLD-1: Solid or Semisolid (dry stack) Field Record is to be used
to record each waste application event if the producer is using a
manurelbox spreader.
6. SLD-2: Cumulative Solid Field Record is to record the total annual
waste application to one field per crop cycle. It provides for
calculating the total nitrogen application to the field and comparing
l it to the recommended nitrogen loading rate.
The record forms IRR-2, SLUR-2, and SLD-2 require the operator to
make calculations to determine the amount of N that has been applied to a
given crop. The necessary formulas to complete the forms are provided in
the first row of the form.
Note: For recording purposes, field size is that portion of the, field that
receives waste applications (often referred to as the "wetted area"
when using irrigation). Wetted area is equal to or less than field size
due to irrigation system layout and use of required buffers, or due to
accessibility with spreader equipment.
1. Explain what waste management records must be maintained at an
animal operation............................................................see page 6-2
2. Describe what is to be done with waste application records.
............................................................................................see page 6-2
3. Describe the difference between the field records (example IRR-1)
and the cumulative total records (example IRR-2) . ..... see page 6-2
Calculate and- verify,
application rates
through the use of waste
application records.
REVIEW QUESTIONS
:North

EVIERGEICY ACTION PLAN
PHONTE NUMBERS
DWQ 704- - 663-1699
EMERGENCY MANAGEMENT SYSTEM 704- - 736-8511
SWCD 704- - 736-8501
NRCS 704- - 736-8501
This plan will be implemented in the event that wastes from your operation are leaking,. .
overflowing, or running off site. You should not wait until wastes reach surface waters'or, ,
leave your property to consider that you have a problem. You should make every`effort
to ensure that this does not happen. This plan should be imsted in an accessible
location for all emplovees at the facility. The following are some action items you
should take.
1. Stop the release of wastes. Depending on the situation, this may or may. not be
• possible. Suggested responses to some possible problems are listed below.
A. Storage Structure overflow -possible solutions are:
a. Add soil to berm to increase elevation of darn.
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 caused the runoff.
e. Evaluate the application rates for the fields where runoff occurred.
C. Leakage from the waste pipes and sprinklers -action include:
a. Stop recycle pump.
b. Stop irritzation pump.
C. Close valves to eliminate further dischar,2e.
d. Repair ail leaks prior to restarting pumps.

1
w
D: Leakage from bush systems, houses, solid separators -action include:
a. Stop recycle pump.
b. Stop irrigation pump.
c. Make sure no siphon occurs.
d. Stop all tlows in the house. flush systems, or solid separators.
e. Repair ail leaks prior to restarting pumps.
E: Leakage from base or sidewall of storage structure. Often this is seepage as
opposed to flowing leaks. Possible action:
L
a. Dig a small sump or ditch away from the embankment to catch all seepage, put in a
submersible pump, and pump back to lagoon. ,• , ,
b. If holes are caused by burrowing animals, trap or remove animals and fill holes and
compact with a clay type soil.
c. Have a professional evaluate the condition or the side walls and lagoon bottom as soon
as possible.
r
2. Assess the extent of the spill and note"any obvious damages.
a. Did the waste reach any surface waters?
b. Approximately how much was released and for what duration?
c. Any damage noted, such as employee injury, fish kills, or property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
f Could a future rain event cause the spill to reach. surface waters?
g. Are potable water wells in danger (either on or off of the property)?
h. How much reached surface waters?
3: Contact appropriate agencies.
a. During normal business hours, call your DWQ (Division of Water Quality) regional
office; Phone 704- - 663-1699 . After hours, emergency number: 919- 733-3942. .
Your phone call should include: your name, facility, telephone number, the details of the
incident from item 2 above, the exact location of the facility, the location or direction of
movement of the spill. weather and wind conditions. The corrective measures that have
been under taken, and the seriousness of the situation.
b. If spill leaves property or enters surface waters, call local ENIS Phone number 704- -
373-5353 .
c. Instruct ENIS to contact local Health Department.
d. Contact CES. phone number 704- -736-3452 local SWCD office phone number
704- - 736-3501 , and local vRCS office for adviceltechnical assistance phone number
704- - 736-8501 .
4: If none of the above works call 911 or the Sheriffs Department and explain your
problem to them and ask that person to contact the proper agencies for you.

5: Contact the contractor of your choice to begin repair of problem to minimize
off -site- damage.
a. Contractors Name:
b. Contractors Address:97n�,iri�vr. z��qz
c. Contractors Phone: o - 7
fii Contact the technical. specialist who certified.tne storage structures (MRCS,
Consulting Engineer, etc) F
r
y �
rt. • Y' "R 4 fie", .. :..J' [ .
-EItofl Barber; DC y�
�^ b z Phony w �'�-704436-8501 x r r r b eF,w
. r
it.
4-prv." x :•,M�1" be' _.J -,{ y i *.cr yR `e4A3 E d +s ��_�t ��.�Cr.. t c�{e i.7 -
7• Implement procedures as advrsed by;DWQ and technical assistance agencies to
4 7 rectify the damage, repair the 'system ;and.ireassess thetwaste management pian tav
- keep . problems-with'release of wastes fromlappeniag'again. 4
Y
}J a .. a• f t. A "�A tL:` •f i F• `I C AI f
� y .. ,� 't, _ tl�°4i ��a 1 I.-!f xr y� � 2 r 4. {. •i C f f* y I,
y3
F i y- • � r � r. �i ''- yC44c1 .. � r-T.. .. � � � ..71� .� �-t" ,r �. ': .

.ACC: P'I' —111- ti �L
OF PROPOSE
I Save read the detailed pians for this ,Haste management system and pave reviewed the.
•+ construction drawings and specifications deveioped ror this system by representatives of the
USDA Natural Resources Conservation Service and approved on
The components shown'on the plan represent the alterative of my choice and is acceptable as
a waste management system on my .farm. I understand the requirements of the plan and
agree to implement, or cause to be implemented, the details of this plan to the best of'mv
abilities with technical assistance provided by representatives of the USDA Natural
Resources Conservation Service.
i
I have read the "Operation and Maintenance Plan" and the "Waste Utilization Plan" and r
fully understand both ' of these documents and ag
ree to follow these plans. I understand thew:,
= . North Carolina Cost Share Program Contract signed by me on requkes that I
maintain this system according to the "Operation and Awntenance Plan" for a period of no a
less than ten (10) years from the date of. final cost share payment. Failure on my part to
follow this plan may resultm prosecution by the State of North Carolina under the terms of "
f � ' the Contract. If I find any part of either of these plans is not workable, I will contact the
-+ca6-1 Soil and Water Conservation District so an acceptable alternative plan may,
be developed. k
z-^ I am fully aware that modifications to the proposed plan may be required after construction
to insure that the system operates in the manner and with the efficiency for which it was
planned. Changes in this plan may not be made either during or after construction without
the mutual consent.. and cooperation of myself and the Ur%c,otri Soil and Water
Conservation District. I agree to cooperate with USDA Natural Resources Conservation
Service representatives in an effort to maintain and operate this system as effectively as
possible.
The USDA Natural Resources Conservation Service representative has thoroughly reviewed
with me this comprehensive waste management plan and the associated cost share
reimbursement provisions. All questions have been addressed and answered to my
satisfaction.
Landowueri4ame /
USDA-vRCS or SWCD Representative
USDA--NRCS
Date
Date
December :99-4

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ESW Elev. = 199.0
Width = 10'
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Add :5% Ito height of Dais for S
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Top 'of Dori Lowered :to ;Elev. 200.0
Bottom Lowered to :Elev. 189.0 _
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See Safety Bar Detail
Lutz Wst�e Store
21111 i' 77177 -•ii m oy �:.�i h• . i,i �.�ilpi
PI.�lI3 UFC'1;'J
U.S. DEPARTMENT OF AGRICULTURE
NATURAL RESOURCES CONSERVATION SERVICE
Sam Bi-
,,,,r, SCS 1016 Tft
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South Fork Catawba River
r r r
r
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r �
Z1 -1 D°
z
r 0 0 0 0 0
z 5 C
� O S 3 S 3 5
o C+
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00
Bta k Circle
ar Hydran s
r
r r r r
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a
3
Note: This wetable acre determination shows putts
or
vtr longer than the hose length on the
ot'r traveling gun used by Mr. Lutz. The Length of
pull is increased by using 6' Aluminum
Pipe.
r
Z
0
5
C}
5
Waste Storage Pond
l /\
Notes; 25' vegetated buffer from all
streams
and ditches.
Travel Lane Spacing - 240'
Start and Stop pull from edge
of field - 162.5'
J
Wettable
Acres
October
13,
1999
'1
North'
- 3.7
acres
'2
North'
- 7.1
acres
'3
North'
- 7.3
acres
'4
North'
- 6.7
acres
'5
North'
- 6.3
acres
`6
North'
- 6.0
acres
'7
North'
- 5.0
acres
rB
North'
- 5.1
acres
'1
South'
- 2.6
acres
'2
South'
- 3.9
acres
'3
South'
- 4.1
acres
'4
South'
- 4.3
acres
'5
South'
- 4.4
acres
'6
South'
- 4.2
acres
'7
South'
- 4.0
acres
'B
South'
- 4.2
acres
TOTAL -
78.9
acres
Scale 1' = 300'
note
,,. SCB ,ass
Tfowd
n c"d —

. 225 Jersey Milk Cows
On lot 50% time
stems%rage Pond
to runoff through
1500 ft Pasture -
Calf s eds
Maximum calves in heds
and H ches
50 day old- 00 lbs
30 Bred Heifers
on lot 25% of time
450-650 Ws:
---35 Dry Cows
on Lot 25% of t
oofea FePa
AreQ
Cal tches
w os o e o
g$ s
a
5 Close Up Dry Cows
on Lot 25% of time
Feed Alley & Pasture
30 Heifers, 200-450 lbs
on Lot 25% time—\
V
2 0
Good Sod
Maintained
I
this Area
Feed Alley Runoff
1500'+ through Pasture
and Cropland Field
150 0 150 300
x12' Feed Alle
00' x12' Feed
Feed Alf ey &
Pasture
60 Bred Heifer<_
450-650 lbs
on lot 257 time
450
Barn & Pasture
40 Heifers 100-200 lbs
Corey Lutz Dairy
Lincoln County, North Carolina
System View
Waste Management System
U.S. DEPARTMENT OF AGRICULTURE
NATURAL RESOURCES CONSERVA ON SERMICE.
Diu
SCS z-zo v "'ppvie By
.�._ SC$ 2.2010 1
rn.
It 7
Scale 1" = 150'

Dem Farm Pond
57.34 Water Elev. w 158.7
160�
-.200.85
tlmated Etev's of Freestall Barn
per End - 215.0
wer End - 207.8
ReAslon i1
Top of Dan Lowered to ELev. 2W.0
Bottom lowered to ELEV. 189A
Scale , 1' . 1W
Corey Lutz Plan View
Lincoln County, North Carolina
System Plan View
Waste Management System
U.S. DEPARTNIENT OF AGRICULTURE
NATURAL RESOURCES CONSERVATION SERVICE
oft
,,,,, Sam Bingh8m 9.96 APPOMft —S� -
SCB 9-96 TIN
Tiand Ph6gho. Ilk va Fr ft
EL-230.9a

y a ■
1
wee mar e uy xsar• uezait
ESW Elev, = 199,0
Width = 10'
TOP OF DAM
Elev. = 200,0
Top Width = 10'
Inside Top Dimensions = 134' X 134'
Add 5% to height of Dam f or
Settlement
Revision #1
Top of Dam Lowered to Elev. 200,0
Bottom Lowered to Elev, 189,0
Scale - 1" = 40'

Z
a
of,--5
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h
3
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I
South Fork Catawba River
-o
r r r r
• � � � � W fU
r Z Z Z
Z Z Z p p 0
r J 0 0 a, e+ -5
5 ao + S 3 3 h
s
i 0 h ti
5 y Y o
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Ci s are o ci o o
e p. Hydra
� a
Bl k Circle
ar Hydran s
.a
r
r r
r
r �
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.0
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c c
s S 3 s � -v
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5 0 ry
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O � �
O+ t r+-
O 5
Note: This wetalole acre determination shows pulls
Longer than the hose length on the
traveling gun used by Mr. Lutz. The Length of
pull is increased by using 6' Aluminum
Pipe.
Z
0
5
C+
5
Waste Storage Pond
v
r
Notes: 25' vegetated buffer from all
streams
and ditches.
Travel Lane Spacing - 240'
Start and Stop pull from edge
of field - 162.5'
op
Wettable Acres
October
13,
1999
'1
North' -
3.7
acres
'2
North' -
7.1
acres
'3
North' -
7.3
acres
'4
North' -
6.7
acres
'5
North' -
6.3
acres
'6
North' -
6.0
acres
'7
North' -
5.0
acres
'8
North' --
5.1
acres
'1
South' -
2.6
acres
'2
South' -
3.9
acres
'3
South' -
4.1
acres
'4
South' -
4.3
acres
'5
South' -
4.4
acres
'6
South' -
4.2
acres
'7
South' -
4.0
acres
'8
South' -
4.2
acres
`9
North' -
3.2
acres
'10
North' -
2.0
acres
'10
South' -
2.7
acres
'11-
South' -
3.8
acres
'12
South' -
4.4
acres
'13
South' -
4.3
acres
TOTAL -
99.3
acres
Scale 1' = 300'
Corey Lutz Dairy
Lincoln County, North Carolina
Irrigation System
Waste Management System
U.S. DEPARTMENT OF AGRICULTURE
NATURAL RESOURCES CONSERVATION SERVICE
c.r
0-trad
SCB
Tme Sher eb. Inc
c10CMc 1utz93.dwg

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S
South Fork Catawba River
-0
r
r r r
r r • •
• • Ul s W CU
.• -0r Z Z Z
7-c z Z o 0
7-a r 0 0 11 0
O 3 CD OZ 3 3 C+ cF S
S S
• Z 1 1 I
1 0 C+ I 1
o row.
h %D O %D O
Laa a
CZ Ci s are ' o a o
e p. Hydra t
c
Bla k Circle
ar Hydran s
o -a
w r o
O • •
h 's c
-a
I C c 0 0 a
s` c
S 3 3 + O W
t+ to
� I I S O N
o 0 I : 0
C O,
G% I
0 5
m
a
c
�t
a
3
° Note: This wetalole acre determination shows pulls
va longer than the hose length on the
traveling gun used by Mr. Lutz, The Length of
pull is increased by using 6' Aluminum
Pipe.
1
z
0
5
C+
5
i
I Waste Storage Pond
,D
_n
r
l /\
Notes: 25' vegetated buffer from all
streams
and ditches.
Travel Lane Spacing - 240'
Start and Stop pull from edge
of field - 162.5'
Wettable Acres
October 13,
1999
'1
North' -
3.7
acres
'2
North' -
7.1
acres
'3
North' -
7.3
acres
'4
North' -
6.7
acres
'5
North' -
6.3
acres
'6
North' -
6.0
acres
'7
North' -
5.0
acres
'B
North' --
5.1
acres
'1
South' -
2.6
acres
'2
South' -
3.9
acres
'3
South' -
4.1
acres
'4
South' -
4.3
acres
'5
South' -
4.4
acres
'6
South' -
4.2
acres
'7
South' -
4.0
acres
'8
South' -
4.2
acres
'9
North' -
3.2
acres
'10
North' -
2.0
acres
'10
South' -
2.7
acres
"11-
South' -
3.8
acres
12
South" -
4.4
acres
'13
South' -
4.3
acres
TOTAL -
99.3
acres
Scale 1' = 300'
Corey Lutz Dairy
Lincoln County, North Carolina
Irrigation System
U.S. DEPARTMENT OF AGRICULTURE
NATURAL RESOURCES CONSERVATION SERVICE
om
omvm SCB 10L99
r+.em meaHo &xvftW9Nm3w
chmcw - lutz93.cWg

South -Fork Catawba River
-o
-°
-v
-0
r
C
Jn
-0
OZ
Z
0
Z
O
Z
0
cA
Z
C+
S
C+
S
5 S
Z
0
�
e+
5
•
1
1
1 1
o
o
5
1
O
ri
O
a
d d
CD
o
$t k Circle
ar Hydran s
-o
-o
CD
c
o
a
m
to
C
h
o
o
r
3
3
0 W
1
1
c
p
o
t
CD3
O
�
O� 1
0
_r
c
r
0
Note: This wetable acre determination shows pulls
Longer than the hose length on the
traveling gun used by Mr, Lutz. The Length of
pull is increased by using 6'° Aluminum
Pipe.
iiiiii�IM
v
z
0
S
C+
s
Waste Storage Pond
A
w o
3
W
Notes: 25' vegetated buffer from ail
streams
and ditches.
Travel Lane Spacing - 240'
Start and Stop putt from edge
of field - 162.5'
top Pu
i
Wettable
Acres
October
13,
1999
'1
North'
- 3.7
acres
'2
North'
- 7.1
acres
'3
North'
- 7.3
acres
'4
North'
- 6.7
acres
'S
North'
- 6.3
acres
'6
North'
- 6.0
acres
'7
North'
- 5.0
acres
'8
North'
- 5.1
acres
'1
South'
- 2.6
acres
'2
South'
- 3.9
acres
'3
South'
- 4.1
acres
'4
South'
- 4.3
acres
'S
South'
- 4.4
acres
'6
South'
- 4.2
acres
'7
South'
- 4.0
acres
'8
South'
- 4.2
acres
TOTAL -
78.9
acres
Scale 1' = 300'