020013_Application_20240325

neCEIWID
State of North Carolina
Department of Environmental Quality 1 2024
Division of Water Resources EiVED
M!#15aj%
Animal Waste Management Systems 24
Request for Certification of Coverage
Facility Currently covered by an Expiring Sate Non-Discharge General Permit NC DEQ/DWR
On September 30, 2024,the North Carolina State Non-Discharge General Permits for Animal Waste Manag 1'PARkill
expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these State
Non-Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore,all applications
must be received by the Division of Water Resources by no later than April 3,2024.
Please do not leave any question unanswered Please verify all information and make any necessary corrections below.
Application must be signed and dated by the Permittee.
1. Certificate Of Coverage Number: AWCO20013
2. Facility Name: Chapman
3. Permittee's Name(same as on the Waste Management Plan): Daniel Chapman
4. Permittee's Mailing Address: 280 Chapman Farm Ln
City: Tavlorsville State: NC Zip: 28681
Telephone Number: 828-312-2525 Ext. E-mail: chawanfarm77ammail.com
5. Facility's Physical Address: 280 Chapman Farm Ln
City: Tavlorsville State: NC Zip: 286816826
6. County where Facility is located: Alexander
7. Farm Manager's Name(if different from Landowner):
8. Farm Manager's telephone number(include area code):
9. Integrator's Name(if there is not an Integrator,write"None"): �ag 31a-�SaS �a�y
10. Operator Name(OIC): T`^� �a� rh^^*^^"�anie J C�,aphoneNo.: +49- 5 OIC#: �3A9zti7--
H. Lessee's Name(if there is not a Lessee,write"None"):
12. Indicate animal operation type and number:
Current Permit: Operations Type Allowable Count
Cattle-Milk Cow 250
Operation Types:
Swine Cattle Dry Poultry Other Tvpes
Wean to Finish Dairy Calf Non Laying Chickens Horses-Horses
Wean to Feeder Dairy Heifer Laying Chickens Horses-Other
Farrow to Finish Milk Cow Pullets Sheep-Sheep
Feeder to Finish Dry Cow Turkeys Sheep-Other
Farrow to Wean Beef Stocker Calf Turkey Pullet
Farrow to Feeder Beef Feeder
Boar/Stud Beef Broad Cow Wet Poultry
Gilts Other Non Laying Pullet
Other Layers

13. Waste Treatment Lagoons,Digesters and Waste Storage Ponds(WSP):(Fi1UVerify the following information.
Make all necessary corrections and provide missing data.)
Structure Type Estimated Liner Type Estimated Design Freeboard
Structure (Lagoon/Digester/ Date (Clay,Synthetic, Capacity Surface Area 'Redline"
�5� Name WSP) Built Unknown) (Cubic Feet) (Square Feet) (Inches)
Fri£ A�tf W S-P 1/1/1999 Full,clay 45,495.00 11,704.00 12.00
21 S kww 1/1/1993 Unknown 8,693.00 2,160.00 -;8-09
Submit one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed
application as required by NC General Statutes 143-215.10C(d), either by mailing to the address below or sending it via
email to the email address below.
The CAWMP must include the following components:
1.The most recent Waste Utilization Plan(WUP),signed by the owner and a certified technical specialist,containing:
a. The method by which waste is applied to the disposal fields(e.g.irrigation,injection,etc.)
b. A map of every field used for land application(for example: irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation(RYE)for every crop shown in the WUP
f. The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
2.A site map/schematic
3.Emergency Action Plan
4.Insect Control Checklist with chosen best management practices noted
5. Odor Control Checklist with chosen best management practices noted
6.Mortality Control Checklist with selected method noted-Use the enclosed updated Mortality Control Checklist
7.Lagoon/storage pond capacity documentation(design,calculations,etc.) Please be sure the above table is
accurate and complete. Also provide any site evaluations,wetland determinations,or hazard classifications that may be
applicable to your facility.
8.Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list,please include the additional components with your submittal.
(e.g.composting,digesters,solids separators,sludge drying system,waste transfers,etc.)
I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included,this application package will be returned to me as incomplete.

Note: In accordance with NC General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application may be subject to civil penalties up to $25,000 per violation. (18
U.S.C.Section 1001 provides a punishment by a fine of not more than$10,000 or imprisonment of not more than 5 years,or both
for a similar offense.)
Print the Name of the Permittee/Landowner/Signing Official and Sign below.(If multiple Landowners exist,all landowners
should sign. If Landowner is a corporation,signature should be by a principal executive officer of the corporation):
Name(Print): D�lh� O�h^� Title:
Signature: C.� '"- Date: E`/3 oZ.L
Name(Print): lT �/�a rv%fir% Title:Signature: �� 07/Date: a
Name(Print): Title:
Signature: Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
E-mail: [e-mail]
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh,North Carolina 27699-1636
If you have any questions regarding this application or the general permits,please call [phone].

' Nutrient Management Plan For Animal Waste Utilization
03-05-2009
This plan has been prepared for: This plan has been developed by:
Chapman Farms Lee J. Holcomb
Daniel Chapman Alexander Soil & Water Conservation District
280 Chapman Farm Lane 374 1st Avenue SW
Taylorsville,NC 28681 Taylorsville,NC 28681
828-632-3129 828-632-0638
Developer Signature
Type of Plan: Nitrogen Only with Manure Only
Owner/Manager/Producer Agreement
I (we) understand and agree to the specifications and the operation and maintenance
procedures established in this nutrient management plan which includes an animal waste
utilization plan for the farm named above. I have read and understand the Required
Specifications concerning animal waste managem ent that are included with this plan.
:P�, C&�-Z 0316 7hj�
Signature(owner) Date
Signature(manager or producer) Date
This plan meets the minimum standards and specifications of the U.S. Department of
Agriculture - Natural Resources Conservation Service or the standard of practices
adopted by the Soil and Water Conservation Commission.
G
Plan Approved By: Technical oecialist Signature Date
336752 Database Version 3. I Date Printed:03-05-2009 Cover Page I

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ROY COOPER _
Governor
.IZABETH S.BISER •
` •�,,•;,F••
..ecrerary
RICHARD E.ROCERS,JR. NORTH CAROLINA
Director Environmental Quality
January 5,2024
Daniel&Gary Chapman
Chapman Farm
280 Chapman Farm Lane
Taylorsville,NC 28681
Subject: Certificate of Coverage No. AWCO20013
Chapman Farm
Cattle Waste Collection,Treatment,
Storage and Application System
Alexander County
Dear Daniel &Gary Chapman:
In accordance with your Change of Ownership request,we are hereby forwarding to you this Certificate of
Coverage(COC) issued to Daniel&Gary Chapman,authorizing the operation of the subject animal waste
management system in accordance with General Permit AWG200000. Please read this COC and the
enclosed State General Permit carefully.
This approval shall consist of the operation of this system including, but not limited to, the management
and land application of animal waste as specified in the facility's Certified Animal Waste Management Plan
(CAWMP) for Chapman Farm, located in Iredell County, with an animal capacity of no greater than the
following annual averages:
Dairy Calf: Dry Cow: Beef Brood Cow:
Dairy Heifer: Beef Stocker Calf: Other:
Milk Cow: 250 Beef Feeder:
This COC shall be effective from date of issue until September 30, 2024 and shall hereby void Certificate
of Coverage Number AWCO20013 that was previously issued to this facility. Pursuant to this COC, you
are authorized and required to operate the system in conformity with the conditions and limitations as
specified in the General Permit, the facility's CAWMP, and this COC. An adequate system for collecting
and maintaining the required monitoring data and operational information must be established for this
facility. Any increase in waste production greater than the certified design capacity or increase in number
of animals authorized by this COC(as provided above)will require a modification to the CAWMP and this
COC and must be completed prior to actual increase in either wastewater flow or number of animals.
Please pay careful attention to the record keeping and monitoring conditions in this permit. Stocking and
Mortality Form (STOCK-D has been updated; all other record keeping forms are unchanged with this
General Permit. Please use the most current record keeping forms.
North Carolina Department of Environmental Quality I Division of Water Resources
,Dff Q 512 North Salisbury Street 1 1636 Mail Service Center I Raleigh,North Carolina 27699-1636
:raFo' 919.707,9129
oe�rewn a[nwrm.m c�r�

UOGUAIC�II Crivelupt:IU.r-L04CDJJ-rJGD-'fI,GU-0:700-I,OCYIiV 1.7UADD
If your Waste Utilization Plan (WUP) has been developed based on site-specific information, careful
evaluation of future samples is necessary. Should your records show that the current WUP is inaccurate
you will need to have a new WUP developed.
The issuance of this COC does not excuse the Permittee from the obligation to comply with all applicable
laws, rules, standards, and ordinances (local, state, and federal), nor does issuance of a COC to operate
under this permit convey any property rights in either real or personal property.
Per 15A NCAC 02T .1304 and NRCS standards a 100-foot separation shall be maintained between water
supply wells and any lagoon, storage pond,or any land application of waste.
Please be advised that any violation of the terms and conditions specified in this COC,the General Permit
or the CAWMP may result in the revocation of this COC, or penalties in accordance with NCGS 143-
215.6A through 143-215.6C including civil penalties,criminal penalties,and injunctive relief.
If any parts, requirements, or limitations contained in this COC are unacceptable, you have the right to
apply for an individual permit by contacting the Animal Feeding Operations Program for information on
this process. Unless such a request is made within 30 days,this COC shall be final and binding.
In accordance with Condition 11.23 of the General Permit,waste application shall cease within twelve(12)
hours of the time that the National Weather Service issues a Hurricane Warning,Tropical Storm Warning,
or a Flood Watch/Flash Flood Watch associated with a tropical system for the county in which the facility
is located. You may find detailed watch/warning information for your county by calling the
Greenville/Spartanburg,SC National Weather Service office at(864)848-3859,or by visiting their website
at: www.weather.gov/esp/
This facility is located in a county covered by our Mooresville Regional Office. The Regional Office staff
may be reached at 704-663-1699. If you need additional information concerning this COC or the General
Permit, please contact the Animal Feeding Operations Program staff at(919)707-9129.
Sincerely,
E
DoeuSignedby:w"rL�W NYAN�i.1.l.U.
E341§E'?a
�051 24C�P...
Rames jtavejla
Supervisor,Animal Feeding Operations,
Division of Water Resources
Enclosures(General Permit AWG200000)
cc: (Certificate of Coverage only for all ccs)
Alexander County Soil and Water Conservation District
Laserfiche File No: 020013
North Carolina Department of Environmental Quality I Division of Water Resources
512 North Salisbury Street 1 1636 Mail Service Center I Raleigh,North Carolina 27699-1636
N MA
� � 919.707.9129

C Narrative
Chapman Dairy Farm
Daniel, & Gary Chapman
The Chapman Dairy Farm is permitted for 250 Jersey cows, but currently manages less than the
permitted threshold. This Waste Plan assumes a dairy operation with 250 head of Jersey milk
cows.
Refer to the aerial photo of the dairy operation for familiarity with the waste storage pond and
drystack. The waste storage pond is located at the dairy headquarters where the lot runoff, milk
parlor wash water, and silage leachate are captured. Under the Location Maps tab in the folder
there is a diagram showing the routing of PVC pipe to collect the liquid waste. The waste
storage pond is approximately 76'W x 154'L x 9'D, and has a storage capacity of at least 90
days. The liquid waste from the storage pond is irrigated with a solid set gun on fields 1, 2, and
3 of Tract 1659. The solid waste is scraped onto a concrete stacking pad and either hauled to the
drystack or land applied on the waste application fields. The drystack also has an approximate
storage capacity of 90 days. The litter from Gary's chicken houses is also utilized on cropland
and hayland. Refer to the map of Tract 9643 to view the location of these houses. The litter is
cleaned out at least once per year and stored in a separate drystack, near the chicken houses, or
land applied on the waste application fields.
Crop Notes
This plan is set up for a two year cropping system, but some systems with grass for pasture or
hay may last 8 years or longer depending on rainfall and levels of management. The Chapman
Dairy plants matua(rescuegrass) on Tract 1659, Field 2. N.C. State University did not have
yield records for matua at the time of updating the plan. The method used for the RYE was
taking farm records from the dairy and coming up with an average expected yield in tons/acre.
Also,there was no yield data for small grain silage on a Chewacla-Piedmont Soil Series in the
Nutrient Management Software. It appears this was a typographical error in the Standard
Database, as it showed 0 tons for the yield. After comparing similar soil series such as
Riverview, the planner input 10 tons/acre for the silage yield. For the dairy record keeping,
continue to use the listed PAN amounts for the crop and field.
The main two year crop rotation in the plan is Small Grain Silage, Soybeans, Manured, Double
Cropped, and Corn Silage. On some fields Forage Sorghum for Silage or Annual Ryegrass for
Hay/Pasture is planted. As part of record keeping,the amount of PAN applied will need to
correspond to which crop is planted that particular year. The Chapman Dairy cuts small grain
(wheat,barley, or oats) both for silage and grain. The N rates are the same for barley-grain,
wheat-grain, and small grain silage. Therefore,there is no need for any N reduction since the
PAN is the same. The dairy will need to make the decision and then document on the waste
record keeping forms which harvesting method was chosen. If small grains are grown for a
cover crop, only 30 lbs. of PAN can be applied, and that amount must be deducted from the next
crop.
I

Crop Notes, cont'd
A similar situation applies for fields that the Chapman Dairy rotates back and forth between
pasture and hayland. Waste should be applied to the fields at the lesser N rate for pasture, unless
documented by the manager that those fields are being harvested for hay.
Animal waste can only be applied to land that will be harvested. In the event of crop failure after
animal waste has been applied, replant another crop that can use the nutrients.
The PAN for crops following soybeans must be reduced by 20 lbs. to account for the nitrogen
carry over. If Alfalfa is grown,the PAN would need to be reduced by 80 lbs. for the next crop.
Note to the managers' reviewing the waste plan—There are instances where the recommended
amount of Nitrogen per acre is not applied at the full rate when reviewing the Waste Utilization
Table. This is because the software shows how much waste is applied during a calendar year.
For example, small grain silage has waste applied at planting in October or November, and then
applied again the next spring. Take a look at the Waste Utilization Table and get familiar with
the tables.
The source used for Gary's chicken houses is for Broiler Breeder Whole House Litter. This is
the closest"standard" source that is similar to the waste analysis reports reviewed from Gary's
chicken houses. Once there are at least three years of waste analysis reports, a user defined
source will then be used instead of the standard source shown in this updated plan.
Note to DWQ & DSWC reviewers of the waste plan—The litter from Gary's two chicken
houses are applied to: Tract 9343, Fields 1 & 2
Tract 9640, Field 4
Tract 9643, Fields 1 & 2
These are the designated fields where the chicken house litter is shown to be applied. However,
the dairy will apply the chicken house litter to different fields in the waste plan other than those
stated above. If different fields are used for the chicken house litter,then the managers' should
make note on the waste record keeping forms and make sure not to apply above the listed PAN
for that particular field and crop. The same applies if using two sources on one particular field.
This method of developing the waste plan is more beneficial in keeping the waste utilization
table organized and easier to review.
2

j Animal Waste Sources
U 1 —Chapman Farms - Liquid Manure Slurry
250 milk cows produce 340,303 gals of liquid manure slurry with 178 lbs. of PAN.
See Chapman Dairy waste storage pond designs for support information on manure
volume and storage available.
See User Defined Worksheet for concentrations used in Nutrient Management Software.
S 1 -Dairy (Milk Cow) Solid Waste
500 milk cows produce 4,250 tons of Manure per year and 18,275 lbs of PAN.
S24—Broiler Breeder House Whole Litter
20,000 pullets produce 480 tons of Litter per year and 6,6961bs of PAN.
Special Notes
Waste Storage Pond Capacity: Waste Storage Pond—45,495 ft3 or 340,303 gals.
Drystack or Waste Storage Structure— ft3
1
3

Nutrients applied in accordance with this plan will be supplied from the
following source(s):
Commercial Fertilizer is not included in this plan.
U1 Chapman Farms-Liquid Manure Slurry waste generated 3 40,3 03 gals/year by a 250
animal Dairy(Milk Cow)Liquid Manure Slurry operation. This production facility has
waste storage capacities of approximately 90 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast 196
Incorporated 268
Injected 303
Irrigated 1.78
Max. Avail. ActualPAN PAN Surplus/ Actual Volume Volume Surplus/
PAN(lbs) * Applied (lbs) Deficit(lbs) Applied (Gallons) Deficit(Gallons)
Year 1 178 3900 -3,722 7,436,391 -7,096,089
Year 2 178 5218 -5,040 9,950,351 -9,610,049
S1 Dairy(Milk Cow) Solid waste generated 4,250.00 tons/year by a 250 animal Dairy
f (Milk Cow) Solid operation.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast 18275
Incorporated 24225
Injected N/A
Irrigated N/A
Max. Avail. Actual PAN PAN Surplus/ Actual Quantity Surplus/Deficit
PAN(lbs) * Applied (lbs) Deficit(lbs) Applied (Tons) (Tons)
Year 1 18,275 64590 -46,315 15,020.65 -10,770.65
Year 2 18,275 71167 -52,892 16,550.36 -12,300.36
----------- ----------------------------------------------------- ----------------------------------------------------------------------------------------------
�` Note: In source ID, S means standard source,U means user defined source.
* Max.Available PAN is calculated on the basis of the actual application method(s)identified in the plan for this source.
336752 Database Version 3.1 Date Printed: 03-05-2009 Source Page 1 of 2

S24 Broiler Breeder House Whole Litter waste generated 480.00 tons/year by a 20,000
animal Broiler Breeder House Whole Litter operation.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast 6696
Incorporated 8779
Injected N/A
Irrigated N/A
Max. Avail. Actual PAN PAN Surplus/ Actual Quantity Surplus/Deficit
PAN(lbs) * Applied (lbs) Deficit (lbs) Applied (Tons) (Tons)
Year 1 6,696 10444 -3,748 748.72 -268.72
Year 2 6,696 12431 -5,735 891.14 -411.14
This plan includes a User Defined Source to determine the total pounds of PAN in lieu
of NRCS Standard values. Refer to North Carolina Cooperative Extension Service publication AG-439-42
entitled"Soil Facts: Use of On-Farm Records for Modifying a Certified Animal Waste Management Plan"for
guidance on using on-farm records to develop a User Defined Source.
io-t------------------------------------------------------------------------------------------------------------------------------------------------------------
Note: In source ID,S means standard source,U means user defined source.
*Max.Available PAN is calculated on the basis of the actual application method(s)identified in the plan for this source.
336752 Database Version 3.1 Date Printed: 03-05-2009 Source Page 2 of 2

'he table shown below provides a summary of the crops or rotations included in this plan for each field. Realistic
ield estimates are also provided for each crop in the plan. In addition,the Leaching Index for each field is shown,
where available.
Planned Crops Summary
Total Useable Leaching
Tract Field Acres Acres Index(LI) Soil Series Crop Sequence RYE
1324 1 9.30 9.00 15.0 Pacolet Small Grain,Silage/Hay 7.8 Tons
Soybeans,Manured,Double Crop 30 bu.
Com,Silage 17.4 Tons
1325 1 13.40 12.70 15.0 Pacolet Fescue Hay 4.1 Tons
1325 2 18.50 18.20 15.0 Pacolet Fescue Pasture 3.6 Tons
1325 3 13.90 13.80 15.0 Riverview-P Fescue Pasture 4.5 Tons
1325 5 10.50 9.30 15.0 Pacolet Fescue Pasture 3.9 Tons
1325 6 5.90 5.40 15.0 Pacolet Fescue Pasture 3.6 Tons
1336 01 14.60 14.00 15.0 Pacolet Fescue Pasture 3.9 Tons
1336 02 4.30 4.30 15.0 Riverview-P Small Grain,Silage/Hay 8.6 Tons
Soybeans,Manured,Double Crop 36 bu.
f Com,Silage 20.9 Tons
\(\ 1350 2 10.50 10.50 15.0 Riverview-P Small Grain,Silage/Hay 9.0 Tons
Soybeans,Manured,Double Crop 38 bu.
Com,Silage 22.0 Tons
1350 3 1 1.60 1.60 15.0 Riverview-P Small Grain,Silage/Hay 9.0 Tons
Soybeans,Manured,Double Crop 38 bu.
Corn,Silage 22.0 Tons
1387 1 5.20 4.70 15.0 Cecil Small Grain,Silage/Hay 10.4 Tons
Soybeans,Manured,Double Crop 40 bu.
Com,Silage 21.9 Tons
1391 2a 1 3.60 3.60 15.0 Pacolet Small Grain,Silage/Hay T8 Tons
Soybeans,Manured,Double Crop 30 bu.
Com,Silage 17.4 Tons
1391 2b 3.50 3.50 15.0 Pacolet Fescue Hay 3.6 Tons
1391 3a 7.60 7.20 15.0 Pacolet Small Grain,Silage/Hay 8.3 Tons
Soybeans,Manured,Double Crop 31 bu.
Com,Silage 18.4 Tons
1391 3b 8.90 8.90 15.0 Pacolet Fescue Hay 4.1 Tons
1391 4 2.30 2.20 15.0 Pacolet Small Grain,Silage/Hay 8.8 Tons
Soybeans,Manured,Double Crop 33 bu.
i♦ 336752 Database Version 3.1 Date Printed 3/5/2009
PCS Page 1 of 5
NOTE: Symbol * means user entered data.

Planned Crops Summary
Total Useable Leaching
Tract Field Acres Acres Index(LI) Soil Series Crop Sequence RYE
Com,Silage 19.6 Tons
1492 1 1 2.901 2.70 15.0 Pacolet Fescue Hay 4.1 Tons
1492 2 5.50 5.00 15.0 Pacolet Fescue Pasture 4.1 Tons
1576 1 6.30 6.30 15.0 Riverview-P Small Grain,Silage/Hay 9.0 Tons
Soybeans,Manured,Double Crop 38 bu.
Com,Silage 22.0 Tons
1589 1 2.40 2.40 15.0 Pacolet Small Grain,Silage/Hay 8.6 Tons
Soybeans,Manured,Double Crop 32 bu.
Com,Silage 19.0 Tons
1589 2 3.751 3.50 15.0 Pacolet Small Grain,Silage/Hay 8.3 Tons
Soybeans,Manured,Double Crop 31 bu.
Com,Silage 18.4 Tons
1590 1 5.60 5.50 15.0 Pacolet Small Grain,Silage/Hay 8.3 Tons
Soybeans,Manured,Double Crop 31 bu.
Corn,Silage 18.4 Tons
1591 1 6.00 5.30 15.0 ICecil Small Grain,Silage/Hay 10.1 Tons
Soybeans,Manured,Double Crop 39 bu.
Com,Silage 21.2 Tons
1591 2 3.90 2.90 15.0 Cecil Small Grain,Silage/Hay 10.4 Tons
Soybeans,Manured,Double Crop 40 bu.
Corn,Silage 21.9 Tons
1659 1 10.201 10.20 15.0 Cecil Annual Ryegrass-Hay 3.8 Tons
Annual Ryegrass-Pasture 3.8 Tons
Grain Sorghum,Silage 18.6 Tons
1659 2 9.40 9.40 15.0 Pacolet Rescuegrass Hay *3.0 Tons
Rescuegrass Pasture *3.0 Tons
1659 3 5.20 5.20 15.0 Cecil Small Grain,Silage/Hay 10.1 Tons
Soybeans,Manured,Double Crop 39 bu.
Com,Silage 21.2 Tons
1659 4 13.50 13.50 15.0 Pacolet Fescue Pasture 3.9 Tons
1659 5a 3.90 3.70 15.0 Pacolet Fescue Pasture 3.9 Tons
1659 5b 3.40 3.40 15.0 Cecil Fescue Pasture 4.8 Tons
1659 6 14.00 12.90 15.0 Pacolet Fescue Pasture 4.3 Tons
1659 8 5.10 5.00 15.0 Pacolet Fescue Pasture 3.9 Tons
1659 9 2.50 2.50 15.0 Pacolet Fescue Pasture 4.1 Tons
336752 Database Version 3.1 Date Printed 3/5/2009
PCs Page 2 of 5
NOTE: Symbol*means user entered data.

Planned Crops Summary
Total Useable Leaching
Tract Field Acres Acres Index(LI) Soil Series Crop Sequence RYE
1748 1 12.50 11.60 15.0 Pacolet Fescue Pasture 4.1 Tons
1801 1 8.401 7.40 15.0 Cecil Fescue Hay 4.8 Tons
1801 2 6.60 5.50 15.0 Pacolet Fescue Hay 4.1 Tons
1876 1 1.30 1.10 15.0 Cecil Small Grain,Silage/Hay 9.6 Tons
Soybeans,Manured,Double Crop 37 bu.
Corn,Silage 20.0 Tons
1876 2 6.30 5.50 15.0 Cecil Fescue Hay 4.6 Tons
1876 3 2.00 1.70 15.0 Cecil Fescue Hay 4.3 Tons
1876 6 8.90 8.90 15.0 Cecil Small Grain,Silage/Hay 10.1 Tons
Soybeans,Manured,Double Crop 39 bu.
Corn,Silage 21.2 Tons
1876 9 3.00 3.00 15.0 Cecil Small Grain,Silage/Hay 10.4 Tons
Soybeans,Manured,Double Crop 40 bu.
Com,Silage 21.9 Tons
1886 1 6.80 6.80 15.0 Cecil Small Grain,Silage/Hay 10.8 Tons
Soybeans,Manured,Double Crop 41 bu.
\(\ Com,Silage 22.5 Tons
1938 3 15.30 14.80 15.0 Pacolet Fescue Hay 4.1 Tons
1938 4 23.80 22.50 15.0 Pacolet Fescue Pasture 3.6 Tons
1956 1 3.90 3.90 15.0 Pacolet Small Grain,Silage/Hay 7.2 Tons
Soybeans,Manured,Double Crop 27 bu.
Corn,Silage 16.0 Tons
1956 2 2.00 1.80 15.0 Pacolet Fescue Hay 3.6 Tons
2112 01 4.50 4.50 15.0 Pacolet Small Grain,Silage/Hay 7.8 Tons
Soybeans,Manured,Double Crop 30 bu.
Com,Silage 17.4 Tons
2112 02 2.60 2.40 15.0 Cecil Fescue Hay 4.8 Tons
2112 02a 4.50 4.30 15.0 Cecil Small Grain,Silage/Hay 10.4 Tons
Soybeans,Manured,Double Crop 40 bu.
Com,Silage 21.9 Tons
2112 03 4.00 4.00 11.0 Chewacla-P Small Grain,Silage/Hay *10.0 Tons
Soybeans,Manured,Double Crop 46 bu.
Com,Silage 28.0 Tons
2112 04 3.90 3.90 15.0 Pacolet Fescue Pasture 3.9 Tons
2112 05 8.00 8.00 15.0 Pacolet Fescue Pasture 4.1 Tons
336752 Database Version 3.1 Date Printed 3/5/2009
PCs Page 3 of 5
NOTE: Symbol *means user entered data.

Planned Crops Summary
Total Useable Leaching
Tract Field Acres Acres Index(LI) Soil Series Crop Sequence RYE
2112 06 12.70 12.70 15.0 Pacolet Fescue Pasture 4.1 Tons
2130 1 1 5.201 3.70 15.0 Cecil Small Grain,Silage/Hay 10.1 Tons
Soybeans,Manured,Double Crop 39 bu.
Corn,Silage 21.2 Tons
9342 1 22.40 21.00 15.0 Pacolet Small Grain,Silage/Hay 7.8 Tons
Soybeans,Manured,Double Crop 30 bu.
Conn,Silage 17.4 Tons
9343 1 17.40 17.40 15.0 Riverview-P Small Grain,Silage/Hay 8.8 Tons
Soybeans,Manured,Double Crop 37 bu.
Corn,Silage 21.6 Tons
9343 2 4.10 4.00 15.0 Pacolet Small Grain,Silage/Hay 7.2 Tons
Soybeans,Manured,Double Crop 27 bu.
Com,Silage 16.0 Tons
9640 4 7.70 7.70 15.0 Riverview-P Small Grain,Silage/Hay 9.0 Tons
Soybeans,Manured,Double Crop 38 bu.
Com,Silage 22.0 Tons
9 9641 1 15.50 15.50 15.0 Riverview-P Small Grain,Silage/Hay 9.0 Tons
Soybeans,Manured,Double Crop 38 bu.
Corn,Silage 22.0 Tons
9641 2 4.101 4.00 15.0 lPacolet Small Grain,Silage/Hay 8.3 Tons
Soybeans,Manured,Double Crop 31 bu.
Com,Silage 18.4 Tons
9641 3 2.30 2.30 15.0 Riverview-P Small Grain,Silage/Hay 9.0 Tons
Soybeans,Manured,Double Crop 38 bu.
Com,Silage 22.0 Tons
9642 2 2.70 2.00 15.0 Pacolet Small Grain,Silage/Hay 8.6 Tons
Soybeans,Manured,Double Crop 32 bu.
Com,Silage 19.0 Tons
9643 1 15.30 15.30 15.0 Cecil Small Grain,Silage/Hay 10.1 Tons
Soybeans,Manured,Double Crop 39 bu.
Com,Silage 21.2 Tons
9643 2 10.10 8.901 15.0 1 Pacolet Fescue Hay 3.9 Tons
Fescue Pasture 3.9 Tons
PLAN TOTALS: 484.95 464.40
1
336752 Database Version 3.1 Date Printed 3/5/2009
PCs Page 4 of 5
NOTE: Symbol *means user entered data.

LI Potential LeachinK Technical Guidance
<2 Low potential to contribute to soluble None
nutrient leaching below the root zone.
>=2& Moderate potential to contribute to Nutrient Management(590)should be planned.
<= 10 soluble nutrient leaching below the root
zone.
High potential to contribute to soluble Nutrient Management(590)should be planned. Other conservation practices that improve
nutrient leaching below the root zone. the soils available water holding capacity and improve nutrient use efficiency should be
> 10 considered. Examples are Cover Crops(340)to scavenge nutrients,Sod-Based Rotations
(328),Long-Term No-Till(778),and edge-of-field practices such as Filter Strips(393)and
Riparian Forest Buffers(391).
336752 Database Version 3.1 Date Printed 3/5/2009
PCS Page 5 of 5
NOTE: Symbol*means user entered data.

The Irrigation Application Factors for each field in this plan are shown in the following table. Infiltration rate varies
Nith soils. If applying waste nutrients through an irrigation system, you must apply at a rate that will not result in
runoff. This table provides the maximum application rate per hour that may be applied to each field selected to
receive wastewater. It also lists the maximum application amount that each field may receive in any one application
event.
Irrigation Application Factors
Application Rate Application Amount
Tract Field Soil Series (inches/hour) (inches)
1659 1 Cecil 0.40 1.0
1659 1 2 jPacolet 0.40 1.0
1659 1 3 Cecil 0.40 1.0
336752 Database Version 3.1 Date Printed 3/5/2009 IAF Page 1 of 1
NOTE: Symbol *means user entered data.

The Available Waste Storage Capacity table provides an estimate of the number of days of storage
capacity available at the end of each month of the plan. Available storage capacity is calculated as the
design storage capacity in days minus the number of days of net storage volume accumulated. The start
date is a value entered by the user and is defined as the date prior to applying nutrients to the first crop in
the plan at which storage volume in the lagoon or holding pond is equal to zero.
Available storage capacity should be greater than or equal to zero and less than or equal to the design
storage capacity of the facility. If the available storage capacity is greater than the design storage
capacity,this indicates that the plan calls for the application of nutrients that have not yet accumulated.
If available storage capacity is negative,the estimated volume of accumulated waste exceeds the design
storage volume of the structure. Either of these situations indicates that the planned application interval
in the waste utilization plan is inconsistent with the structure's temporary storage capacity.
Available Waste Stora 7e Ca acit
Source Name I Chapman Farms-Liquid Manure Slurry Design Storage Capacity(Days)
Start Date 1/1 90
Plan Year Month Available Storage Capacity(Days)
1 1 90
1 2 90
1 3 90
1 4 90
1 5 90
1 6 90
1 7 90
1 8 90
1 9 90
1 10 90
1 11 60
1 12 29
2 1 17
2 2 90
2 3 90
2 4 90
2 5 90
2 6 90
2 7 90
2 8 90
2 9 90
2 10 90
2 11 90
2 12 90
*Available Storage Capacity is calculated as of the end of each month.
336752 Database Version 3.1 Date Printed: 03-05-2009 Capacity Page 1 of 1

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Required Specifications For Animal Waste Management
1. Animal waste shall not reach surface waters of the state by runoff, drift,
manmade conveyances, direct application, or direct discharge during
operation or land application. Any discharge of waste that reaches surface
water is prohibited.
2. There must be documentation in the design folder that the producer
either owns or has an agreement for use of adequate land on which to
properly apply the waste. If the producer does not own adequate land to
properly dispose of the waste, he/she shall provide evidence of an
agreement with a landowner, who is within a reasonable proximity,
allowing him/her the use of the land for waste application. It is the
responsibility of the owner of the waste production facility to secure an
update of the Nutrient Management Plan when there is a change in the
operation, increase in the number of animals, method of application,
receiving crop type, or available land.
3. Animal waste shall be applied to meet, but not exceed, the nitrogen needs
for realistic crop yields based upon soil type, available moisture, historical
data, climatic conditions, and level of management, unless there are
regulations that restrict the rate of applications for other nutrients.
4. Animal waste shall be applied to land eroding less than 5 tons per acre
per year. Waste may be applied to land eroding at more than 5 tons per
acre per year but less than 10 tons per acre per year provided grass filter
strips are installed where runoff leaves the field (see USDA, NRCS Field
Office Technical Guide Standard 393 -Filter Strips).
5. Odors can be reduced by injecting the waste or by disking after waste
Application. Waste should not be applied when there is danger of drift
from the land application field.
6. When animal waste is to be applied on acres subject to flooding,waste
will be soil incorporated on conventionally tilled cropland. When waste is
applied to conservation tilled crops or grassland; the waste may be
broadcast provided the application does not occur during a season prone
to flooding (see "Weather and Climate in North Carolina" for guidance).
336752 Database Version 3.1 Date Printed: 3/5/2009 Specification Paize 1

7. Liquid waste shall be applied at rates not to exceed the soil infiltration
rate such that runoff does not occur offsite or to surface waters and in a
method which does not cause drift from the site during application. No
ponding should occur in order to control odor and flies.
S. Animal waste shall not be applied to saturated soils, during rainfall
events, or when the soil surface is frozen.
9. Animal waste shall be applied on actively growing crops in such a manner
that the crop is not covered with waste to a depth that would inhibit
growth. The potential for salt damage from animal waste should also be
considered.
10. Nutrients from waste shall not be applied in fall or winter for spring
planted crops on soils with a high potential for leaching. Waste/nutrient
loading rates on these soils should be held to a minimum and a suitable
winter cover crop planted to take up released nutrients. Waste shall not
be applied more than 30 days prior to planting of the crop or forages
breaking dormancy.
11. Any new swine facility sited on or after October 1, 1995 shall comply with
the following: The outer perimeter of the land area onto which waste is
applied from a lagoon that is a component of a swine farm shall be at least
50 feet from any residential property boundary and canal. Animal waste,
other than swine waste from facilities sited on or after October 1, 1995,
shall not be applied closer that 25 feet to perennial waters.
12. Animal waste shall not be applied closer than 100 feet to wells.
13. Animal waste shall not be applied closer than 200 feet of dwellings other
than those owned by the landowner.
14. Waste shall be applied in a manner not to reach other property and
public right-of-ways.
------ - - -------------------------------------------------------------------------------------------------------------------- ---- --------------
336752 Database Version 3.1 Date Printed:3/5/2009 Specification Page 2

15. Animal waste shall not be discharged into surface waters, drainageways,
or wetlands by a discharge or by over-spraying. Animal waste may be
applied to prior converted cropland provided the fields have been
approved as a land application site by a "technical specialist". Animal
waste shall not be applied on grassed waterways that discharge directly
into water courses, and on other grassed waterways, waste shall be
applied at agronomic rates in a manner that causes no runoff or drift
from the site.
16. Domestic and industrial waste from washdown facilities, showers, toilets,
sinks, etc., shall not be discharged into the animal waste management
system.
17. A protective cover of appropriate vegetation will be established on all
disturbed areas (lagoon embankments, berms, pipe runs, etc.). Areas
shall be fenced, as necessary, to protect the vegetation. Vegetation such as
trees, shrubs, and other woody species, etc., are limited to areas where
considered appropriate. Lagoon areas should be kept mowed and
accessible. Berms and structures should be inspected regularly for
evidence of erosion, leakage, or discharge.
C18. If animal production at the facility is to be suspended or terminated, the
owner is responsible for obtaining and implementing a "closure plan"
which will eliminate the possibility of an illegal discharge, pollution, and
erosion.
19. Waste handling structures, piping, pumps, reels, etc., should be inspected
on a regular basis to prevent breakdowns, leaks, and spills. A regular
maintenance checklist should be kept on site.
20. Animal waste can be used in a rotation that includes vegetables and other
crops for direct human consumption. However, if animal waste is used on
crops for direct human consumption, it should only be applied pre-plant
with no further applications of animal waste during the crop season.
21. Highly visible markers shall be installed to mark the top and bottom
elevations of the temporary storage (pumping volume) of all waste
treatment lagoons. Pumping shall be managed to maintain the liquid level
between the markers. A marker will be required to mark the maximum
storage volume for waste storage ponds.
336752 Database Version 3.1 Date Printed: 3/5/2009 Specification Page 3

y 22. Waste shall be tested within 60 days of utilization and soil shall be tested
at least annually at crop sites where waste products are applied. Nitrogen
shall be the rate-determining nutrient, unless other restrictions require
waste to be applied based on other nutrients, resulting in a lower
application rate than a nitrogen based rate. Zinc and copper levels in the
soils shall be monitored and alternative crop sites shall be used when
these metals approach excessive levels. pH shall be adjusted and
maintained for optimum crop production. Soil and waste analysis
records shall be kept for a minimum of five years. Poultry dry waste
application records shall be maintained for a minimum of three years.
Waste application records for all other waste shall be maintained for five
(5)years.
23. Dead animals will be disposed of in a manner that meets North Carolina
regulations.
---- - -- ----------- - -- -- ------- - --- --- -- ----- -- ----- ----- --
336752 Database Version 3.1 Date Printed: 3/5/2009 Specification Page 4

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EMERGENCY ACTION PLAN
In case of.an emergency with the storage pond such as overflow,breaching, leakage, or
the need for emergency land application, the following actions should be taken:
(1) Call the Division of Water Quality to report the problem immediately. Your
regional office of NCDEHNR-DWQ is located in'Mooresville, NC.
Address: NC Division of Water Quality
919 North Main Street
Mooresville, NC 28115
Phone: [phone]
If the emergency happens outside of normal business hours call the NC Emergency
Management Office in Raleigh at(919)733-3867 and ask them to contact DWQ. Give
them the name of the facility, location, and DWQ registration/certification number.
(2) Call 911 or the Sheriff's Department at 632-4659 if there is danger to downstream
property such as residences, roads, etc.
(2) Contact the contractor of your choice to begin repair of the problem to minimize off-
site damage. Some of the contractors in your area include:
Bill Little 632-5422
Gaither Barnes 632-6218
Ray Barnes 632-3214
(4) Contact the technical specialist who certified-the waste storage pond. If this
specialist is no longer working contact the NRCS Area I office in Waynesville at (704)
456-6341 or(704) 456-8575.
Technical Specialist: David Clay
Address: P.O. Box 974
207 West Main Street,Federal Building
Wilkesboro, NC 28697
Phone: [phone]
(5) In case emergency spreading of waste is necessary to prevent overtopping or other
discharges, please refer to your spreading records and the waste utilization plan to locate
fields in which existing conditions would allow for the spreading of waste, for the
specific application rates and minimum buffer areas. These fields could include any of
the following:
Tract# Field
1659 1,2,3,4,5,6
1591 1,2
1325 1,2
This Emergency Action Plan should be posted in a readily available location.

EMERGENCY ACTION PLAN
PHONE NUMBER
Dw0
EMERGENCY MANAGEMENT SYSTEM ` ( 1
SWC
NRCS 4 3 - 7
This plan will be implemented in the event that wastes from your operation are leaking,
overflowing, or running off site. You should not wait until wastes reach surface waters or
leave your property to consider that you have a problem. You should make every effort to
ensure that this does not happen. This plan should be posted in an accessible location for all
employees at the facility. The following are some action items you should take.
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. Lagoon overflow-possible solutions are:
a. Pump wastes to fields at an acceptable rate.
b. Stop all flows to the lagoon immediately.
C. Call a pumping contractor.
d. Make sure no surface water is entering lagoon.
B. Runoff from waste application field-actions include:
a. Immediately stop waste application.
b. Create a temporary diversion to contain waste.
C. Incorporate waste to reduce runoff.
d. Evaluate and eliminate the reason(s) that caused the runoff.
e. Evaluate the application rates for the fields where runoff occurred.
C. Leakage from the waste pipes and sprinklers-actions include:
a. Stop recycle pump.
b. Stop irrigation pump.
C. Close valves to eliminate further discharge.
d. Repair all leaks prior to restarting pumps.
D. Leakage from flush systems, houses, solid separators-actions include:
a. Stop recycle pump.
b. Stop irrigation pump.
C. Make sure no siphon occurs.
d. Stop all flows in the house, flush systems, or solid separators.
e. Repair all leaks prior to restarting pumps.

E. Leakage from base or sidewall of lagoon. Often this is seepage as opposed to
flowing leaks-possible actions:
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 of the side walls and lagoon
bottom as soon as possible.
2. Assess the extent of the spill and note any obvious damages.
a. Did the waste reach any surface waters?
b. Approximately how much was released and for what duration?
C. Any damage noted, such as employee injury, fish kills, or property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
f. Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger (either on or off of the property)?
h. How much reached surface waters?
3. Contact appropriate agencies.
( a. During normal business hours, call your DWQ (Division of Water Quality)
regional office; Phone `'' r q - " 3 -3 A- T After hours, emergency number:
1-800-858-0368. Your phone call should include: Your name, facility,
telephone number, the details of the incident from item 2 above, the exact
location of the facility, the location or direction of movement of the spill,
weather and wind conditions, the corrective measures that have been
undertaken, and the seriousness of the situation.
b. If spill leaves the property or enters surface waters, call local EMS phone
number `t /
C. Instruct EMS to contact local H en
dth_Department.
d. Contact CES, phone number'3 �' 4 ,;local SWCD office phone
number �n - , and local NRCS office for advice/technical
assistance; phone number 7
4. If none of the above works call 911 or the Sheriff's Department and explain your
problem to them and ask that person to contact the proper agencies for you.
5. Contact the contractor of your choice to begin repair of problem to minimize off-site
damage.a. Contractor's Name: `l L
, 1 a,
b. Contractor's Address: � � t ^sf,
C. Contractor's Phone:

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

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Mortality Management Methods
Indicate which method(s) will be implemented.
When selecting multiple methods indicate a primary versus secondary option.
Methods other than those listed must be approved by the State Veterinarian.
Primary Secondary Routine Mortality
Q Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.106-403). The bottom of the burial pit should be at least one foot above the seasonal
high water table.Attach burial location map and plan.
Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
dRendering at a rendering plant licensed under G.S. 106-168.7.
Complete incineration according to 02 NCAC 52C .0102.
Q A deemed composting system according to 15A NCAC 02T.0113(a)(12)and the NC
Department of Agriculture&Consumer Services Veterinary Division's Poultry&Swine
Composter Approval Guidelines. If compost is distributed off-farm, additional requirements
must be met and a permit is required from NC DEQ.
a In the case of dead poultry only, placing in a disposal pit of a size and design approved by the
NC Department of Agriculture&Consumer Services(G.S. 106-549.70).
D Any method which, in the professional opinion of the State Veterinarian,would make possible
the salvage of part of a dead animal's value without endangering human or animal health.
(Written approval by the State Veterinarian must be attached).
aMass Mortality Plan
Mass mortality plans are required for farms covered by an NPDES permit. These plans are
also recommended for all animal operations. This plan outlines farm-specific mortality man-
agement methods to be used for mass mortality. The NCDA&CS Veterinary Division sup-
ports a variety of emergency mortality disposal options; contact the Division for guidance.
• A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated
when numbers of dead animals exceed normal mortality rates as specified by the State
Veterinarian.
• Burial must be done in accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance.
• Mass burial sites are subject to additional permit conditions(refer to facility's animal
waste management system permit).
• In the event of imminent threat of a disease emergency,the State Veterinarian may enact
additional temporary procedures or measures for disposal according to G.S. 106-399.4.
ignatu 4 of Farm Owner/Manager Date
------------ OV A L_
Signature of Technical Specialist Date

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MGUX41 2090MMS C-ersmum apsvim
A Waste storage Fend
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in
alexa:3der County, North. Carolina
Designer ; ra Checker
Date : 06/20/97 Date
THE RECO14MEMED DIIMSIONS ARE;
Shape . . . . . . . . . . . = Rectangular
Top dimensions . . - 170 x 8.3 ft.
Bottom Dimens-Lone 113 x 26 ft.
Sideslopes = 3 .0 :I
Actual depth 9.5 ft.
Design depth- . . . . = 8. 0 ft_
Fre®board . . . . . . _ ,.-S
Depth when 1/2 full 9 5.2 ft.
Depth.when 3/4 full . 618 ft.
AMS FACILITY YS IDESYv'nM FOR TIM FOLLOWING CONDITIOUS:
-type-of-animal- -number- - -Weight-
-waste- -d$ya-
Dairy, Lactating 175 900 lbs. 1.32 CuF't/1000 'TiB
18O Days; etorsge {October tlixu March )
875 gal/day of additional waste water.
20.4 Snchem of rainfall over the design period.
11.3 inches of evaporation over the design period.
�.5 inches of- raiafal1 for a 25 yr.- 24 bu. event.
10300 sq. ft. of feedlot and roof runoff.
When full., this facility will contain 56336 cu.ft. { 42i393 gal) of waste.
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Irrigation - Wettable Acres

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CANVNIP STATIONARY GUN SYSTEM WYM PERMANENT PII'E
FIELD DATA SHEET*
X
L Gunmakeandmodelnumber !- 100 N C-L:5e:'v1.
2. Gun nozzle size inch._ ---- —ring orifice, 0,3 taper orifice.
(May need to measure gun nozzle diameter.)
3. Gun spacing feet by -- feet
4. Operating pressure at the gun 7o psi,or
5. Gun wetted diameter 2 5 feet. -- measured determined from gun chart
6. Number of guns operating at one time e._ -
7. Total number of guns or gun locations in the system
Exterior Sprinklers: impart circle l full circle
Interior Sprinklers: p: fia — full circle
** 8. Lateral line size P"A inch. If more than one size,.indicate size and approximate
length of each. Cpn be done on the map.
** 9. Lateral line length Z, feet. Longest lateral
**10. Supply line size 6"=inch. If more than one size,indicate size and approximate length
of each. Can be done on the map.
**11. Supply line length r io . feet. Maximum pumping distance.
**12. Pump make and model number j0 e>:A c� ' , ' -
**13. Pump capacity 310 -iRi"iT gpm
**14. Engine•make and model number or
**15. Electric motor horsepower and rpm _hp —_rpm
rpm
ote:'It is strongly recommended that sprittlder-wetted diameter be field measured. It should
be done at the end of the longest lateral.
* Locate each gun or gun location on the map. Indicate whether full-circle or part-circle. Show
the location of the supply line. Irrigated acres will be determined by lateral line or by field.
** Optional data,fii nish where possible.
7 *** Iiuo ma-tion ftz:.ished by
and/or ' CLA4 k - A�
Signature of Owner or Facilit�Representative Signature of Technical Specialist
Printed Name of Owner'or Facility Representative Printed Name of Technical Specialist
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Date 77P — Date
*** Only the person or persons collecting the data should sign the data sheet.

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Stsik,+t7$prlanW=gr_uo Computagoml yVodc Can 2!20199
eAWhir-Weda6le:.cre
STATIONARY SPRINKLER/GUN SYSTEM
COMPUTATIONAL WORKSHEET
1 ?
1. Farm Number(identification) 4)�-7_1 Field Number(Identification)
2. irrigation System Designation _ -Existing Irrigation System
New/Expanded irrigation System
3. Number of Stationary Sprinklers _ ##Interior sprinklers — `t_ #Exterior sprinklers
4. wetted Diameter _29 _ [feet]From field data sheet
5. Spacing 200 Sprinkler spacing along lateral [feet]
'70 Sprinkler spacing as percentage of wetted diameter
Sprinkler Pattern _ Multiple Laterals _ a _ Single Lateral
Excessively spaced Sprinklers
7. Read the irrigated area per sprinkler for the given wetted diameter from the appropriate table and*column
based on pattern, spacing, and sprinkler location.
lrtcess►'��+y 5�'�`c3 .
1,,65 Acres per DftiWr sprinkler from Table G Column
i ,o4� Acres per Exterior sprinkler-from Table Column -ei;—
8. Multiply the tabulated irrigated acreage value per sprinkler by the Number of sprinklers of each category in
the field. Sum all of these and-this is the total irrigated acreage for the field_
-- (a)Acres per Interior Sprinkler X — # Sprinklers = _ — —Acres
-- (b)Acres per Exterior Sprinkler X # Sprinklers = Acres
Total Wettable Acre for field (Sure: Sa + 8b)
Date:3
Wettable Acre Computational worksheet Completed by: ul.��= i

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WASTE MANAGEMENT SYSTEM
OPERATION AND MAINTENANCE PLAN
Ch#pnaan Dairy Farm
Alexander County,North Carolina
Bill Chapman Owner/Operator
Designed for a herd size of 250 milking animals
In Cooperation with
Alexander Soil and Water Conservation District
And
USDA Natural Resources Conservation Service
Cost Share lending provided through the
N.C.Agricultural Cost Share Program
Revised 7/99

January 15, 1998
TABLE OF CONTENTS
SYSTEM OVERVIEW 2
1. CONTAMINATED LIQUID WASTE HOLDING POND 3
2. IRRIGATION AND AGITATION SYSTEM 4
3. CONTAMINATED LIQUID COLLECTION AND PIPING SYSTEM 4.5
4. SOLID WASTE STORAGE STRUCTURE 5
GENERAI.COMMENTS 6
SYSTEM OVERVIEW
This Animal Waste Management System consists of the following major components:
1. CONTAMINATED LIQUID WASTE HOLDING POND
2. IRRIGATION AND SYSTEM
3. CONTAMINATED LIQUID COLLECTION AND PIPING SYSTEM
and the following associated components
4. SOLID WASTE STORAGE STRUCTURE
All solid waste will be scraped from the lots and stored in a SOLID WASTE STORAGE
STRUCTURE(dry stack). Solid waste will be loaded from the SOLID WASTE STORAGE
STRUCTURE into a manure spreader and land applied at agronomic rates. The SOLID WASTE
STORAGE STRUCTURE is designed to provide Ninety-(90)days storage for the solid wastes
produced by 250 head milking herd. Storage capacity based on the cows being confined to
the lot less than 50% of the day.
All contaminated runoff will flow into the WASTE STORAGE POND. This structure is
designed to provide storage for(90)days of normal rainfall runoff from the feedlot,leachate
from the silos and provide storage space for the twenty-five(25)year, twenty-four(24)hour
storm runoff from the feedlot. The contaminated liquid is then irrigated on field#2 of tract
#1659. Wastewater from the milk barn is collected in a septic tank,transferred to a collection
box and then released into drain field lines.
NOTE:The Waste Storage Pond was designed large enough to hold the waste from the
milk barn in case the septic system failed at some point in the future.

a
This Animal Waste Management System is designed to prevent discharge of Animal Waste
Contaminates to surface waters from the twenty-five(25)year,twenty-four(24)hour storm,as
required under the Non-discharge regulations. .
All maintenance and operation costs are the responsibility of the landowner and cannot be cost
shared.
.1. CONTAMINATED LIQUID WASTE HOLDING POND
OVERVIEW
The WASTE STORAGE POND is designed to store the average feedlot runoff and leachate from
the silos. Additional storage space is included to contain the twenty-five(25)year,twenty-four
(24)hour storm runoff from the feedlot. A four(4)inch Schedule 40 PVC pipe will be installed
in the pond,with the level of the endcap indicating the level of storage available prior to
infringing on the 25 year,24 hour storm capacity.
OPERATION
The level of management for the entire system will determine the service life of the WASTE
STORAGE POND. How effectively the lot is scraped and your ability to time the scraping of the
lot before each storm event will determine the amount of solids,which reach the WASTE
STORAGE POND. Once the solids have reached the WASTE STORAGE POND,how
effectively the waste is agitated will determine the amount of solids which remain in the WASTE
STORAGE POND.
Over time it is expected that some solids will accumulate in the WASTE STORAGE POND.
The accumulated solids should not reduce the usable capacity of the WASTE STORAGE POND
to a point, which requires removal of the solids for many years IF adequate lot scraping and
waste agitation is maintained. In contrast,poor management will result in the rapid accumulation
of solids,which will reduce the usable capacity of the WASTE STORAGE POND to the point
that some form of dredging will be required. If a large volume of solid waste is allowed to wash
from the lot and/or if inadequate agitation is performed,this dredging operation could be required
in a very short period of time.
If at any point in the future the usable capacity-of the WASTE STORAGE POND becomes
reduced to the point that solids must be removed,the removal of these solids will be at your
expense. This would be part of the maintenance of your system and cannot be cost shared.
MAINTENANCE
Vegetation on the dam should be inspected periodically and reseeded as needed to maintain a
vigorous stand. The dam should be mowed at least annually to prevent woody growth. -Mowing
operations must take place only when the soil of the dam is dry, and vegetation should not be
mowed to a height of less than four(4)inches at any time. See CRITICAL AREA PLANTING
for further maintenance requirements. Any evidence of sloughing or seepage should be reported
to the Alexander Soil&Water Conservation District office.

2. IRRIGATION AND AGITATION SYSTEM
OVERVIEW
The IRRIGATION AND AGITATION SYSTEM consists of a Solid.Set Gun Irrigation System.
See the irrigation design data sheets for more details.
OPERATION
Alexander Soil&Water Conservation District staff and/or USDA-Natural Resources
Conservation Service staff will be present during the first irrigation operation to assist in
determination of optimum equipment calibration,level required.
Irrigation operation should be initiated prior to the liquid level reaching the full storage level
marker in the structure. When the liquid level in the WASTE STORAGE POND reach's the
marker,liquids must be removed by pumping from the structure into the irrigation system. Do
not irrigate in such a manner as to.cause runoff or erosion. Do not irrigate on frozen or saturated
soils. Irrigate only until soil is near saturation point.
The initial step in each irrigation operation is to properly agitate the waste in the lagoon. For
irrigation,install the sprinklers in the quick couplers as matched on the plan,check all valves,
make sure no manual drains are closed and only lateral valves that have sprinklers are open,open
discharge gate valve 1/a,prime and start pump. Once water is discharging from sprinklers,open
discharge gate valve fully. Set time control switch for time pump is to run. It is recommended
that the sprinkler operation be checked frequently during operation. See irrigation design plans
for further information.
MAINTENANCE
Soils test the irrigation fields annually. Vegetation in the irrigation fields should be inspected
periodically to insure a vigorous stand. Fields may also need to be limed and fertilized annually.
3. CONTAMINATED LIQUID COLLECTION AND PIPING SYSTEM
OVERVIEW
The CONTAMINATED LIQUID COLLECTION AND PIPING SYSTEM consists of three(3)
pre-cast concrete drop boxes(oite is an existing drop box)with neoprene "boots"cast into the
PVC pipe and one 1,500 pre-cast transfer collection box. Structure(1)collects lot water runoff
and leachate from silos and transports it through 127' of 6"PVC pipe into structure(2).
Structure(2)collects lot runoff and leachate and transports it through 201' of 6"PVC pipe into
the transfer collection box. The remaining lot water runoff is collected in an existing settling
basin and existing drop box and piped to the transfer collection box through 82' of 6' PVC pipe.
The wastewater collected in the transfer collection box is pumped by a sump pump through 285'
of 4" PVC pipe to the WASTE STORAGE POND.

The 4"and 6"PVC Pipe will be completely or partially buried. It is recommended that a clean
out be installed in the PVC Pipe at the places indicated on the design drawings. The
contaminated water once pumped from the transfer collection box will empty onto a curbed
concrete splash block located in the Liquid Waste Pond. All exposed pipes will be coated with
an UV protecting paint. An animal guard will be installed in the pipe at the holding pond outlet
end.
MAINTENANCE
Inspect the concrete components of the CONTAMINATED LIQUID COLLECTION AND
PIPING SYSTEM for cracks or other damage, and make repairs or replace as needed. Inspect
the drop structures seasonally and remove accumulated solids. Annually inspect the pipe
coating, and clean and re-coat as needed.
In periods of cold and subfreezing temperatures,inspect the pipe for accumulation of ice by
CAREFULLY removing the cap of the clean out. Caution: If liquids have accumulated in the
pipe above the clean out,the force of these liquids tends to "blow" the cap of the clean out off
during removal. Remove any ice manually or by melting with hot water.*
4. SOLID WASTE STORAGE STRUCTURE_(DRY STACK
OVERVIEW
The SOLID WASTE STORAGE STRUCTURE(dry stack)is designed to store ninety(90)days
accumulation of solid wastes produced by a 150 head-milking herd. The SOLID WASTE
STORAGE STRUCTURE consists of a reinforced concrete slab with 2 inch by 6 inch(2"x 6")
tongue and groove planking,wooden,columns and a roof structure. A concrete unloading pad is
at the entrance to the structure. One side of the structure will have guttering included to divert
non-contaminated rainfall runoff.
OPERATION
Waste will be scraped on a regular basis,preferably daily. Whenever weather, soil and crop
conditions permit,the waste should be loaded directly into a solid manure spreader, transported
to the application field and applied according to the WASTE UTILIZATION PLAN. When
conditions do not permit immediate application,the solid waste will be scraped into the SOLID
WASTE STORAGE STRUCTURE until conditions do allow application. Waste should be land
applied in such a manner and at such times as to take advantage of the maximum available.
nutrients from the manure for crop growth. For optimum nutrient utilization, waste should be
land applied and incorporated into the soil. See the WASTE UTILIZATION PLAN for further
details of application.
MAINTENANCE
The SOLD WASTE STORAGE STRUCTURE will need to be inspected periodically. Inspect
all metal components to ensure that galvanized coatings are in good repair and that no rust has
formed. Clean and re-coat as needed. Inspect wooden components for mechanical damage or rot
and repair or replace as needed. Inspect the concrete for major cracks. Contact the Alexander
Soil and Water Conservation District for technical assistance with concrete repair.