970004_Permit Renewal Application 2019_20190410

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Waste Management Systems
Request for Certification of Coverage
Facility Currently covered by an Expiring Sate Non-Discharge General Permit
On September 30, 2019, the North Carolina State Non-Discharge General Permits for Animal Waste Management Systems will
expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these State
Non-Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore, all applications
must be received by the Division of Water Resources by no later than April 3,2019.
Please do not leave any question unanswered. Please verify all information and make any necessary corrections below.
Application must be signed and dated by the Permittee.
1. Farm Number: 97-0004 Certificate Of Coverage Number: AWC970004
2. Facility Name: M,._ersDair. Inc.
3. Landowner's Name(same as on the Waste Management Plan): R Dwayne Myers
4. Landowner's Mailing Address: 3938 Bethel Rd
City: Jonesville State: NC Zip: 28642-9517
Telephone Number: 336-835-1048 Ext. E-mail:
5. Facility's Physical Address: 3938 Bethel Rd
City: Jonesville State: NC Zip: 28642
6. County where Facility is located: Wilkes
7. Farm Manager's Name(if different from Landowner): Zach Mr ers
g. Farm Manager's telephone number(include area code): 336-835-1048 Ext.
9. Integrator's Name(if there is not an Integrator,write"None"):
10. Operator Name(OIC): Dwa%ne R.W ers Phone No.: 336-835-3156 OIC 4: 21430
11. Lessee's Name(if there is not a Lessee,write'None"):
12. Indicate animal operation type and number:
Current Permit: Operations Type Allowable Count
Cattle-Beef Stocker Calf 60
Cattle-Dairy Calf 125
Cattle-Dairy Heifer 160
Cattle-Dry Cow 200
Cattle-Milk Cow 1,050
Operation Types:
Swine Cattle Dry Poultry Other Types
Wean to Finish Dairy Calf Non Laying Chickens Horses-Horses
Wean to Feeder Dairy Heifer Laying Chickens Horses-Other
Farrow to Finish Milk Cow Pullets Sheep-Sheep
Feeder to Finish Dry Cow Turkeys Sheep-Other
Farrow to Wean Beef Stocker Calf Turkey Pullet
Farrow to Feeder Beef Feeder
Boar/Stud Beef Broad Cow Wet Poultry
Gilts Other Non Laying Pullet
Other Layers

13. Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary
corrections and provide missing data.)
Design
Estimated Liner Type Estimated Freeboard
Structure Date (Clay,Synthetic, Capacity Surface Area 'Redline"
Name Built Unknown) (Cubic Feet) (Square Feet) (Inches)
P1(SETTLING) 1 ® ��1 139,140.00
P2(NEWEST) Q C (CA 159,000.00 6,900.00 24.00
P3(STAGE3) �Q©� �0 505,209.00 24.00
P4(FLUSH POND) SJ C f 6 1 276,053.00 20,000.00 25.00
P5(CALF PARLOR) J A C (G 17,675.00 4,160.00 25.00
P6(DRY COWS) 9 3— C !U Y 194,275.00 25,024.00 25.00
P7(HEIFERS) q C U 71,733.00 10,920.00 25.00
P8(RIVER RIDGE) 9 ( sU 54,707.00 11,000.00 25.00
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application
as required by NC General Statutes 143-215.10C(d)to the address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan(WUP),signed b% the owner and a certified technical specialist.containing:
a. The method by which waste is applied to the disposal fields(e.g.irrigation,injection,etc.)
b. A map of every field used for land application(for example:irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation(RYE)for every crop shown in the WUP
£ The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
2. A site map/schematic
3. Emergency Action Plan
4. Insect Control Checklist with chosen best management practices noted
5. Odor Control Checklist with chosen best management practices noted
6. Mortality Control Checklist with selected method noted-Use the enclosed updated Mortality Control Checklist
7. Lagoon/storage pond capacity documentation (design, calculations, etc.) Please be sure the above table is accurate and
complete. Also provide any site evaluations, wetland determinations, or hazard classifications that may be applicable to
your facility.
8. Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the additional components with your submittal.
(e.g.composting,digesters,waste transfers,etc.)
As a second option to mailing paper copies of the application package, you can scan and email one signed copy of the
application and all the CAWMP items above to: [e-mail]

I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included,this application package will be returned to me as incomplete.
Note: In accordance with NC General Statutes 143-215.6A and 143-215.613, any person who knowingly makes any false statement,
representation, or certification in any application may be subject to civil penalties up to S25,000 per violation. (18 U.S.C.
Section 1001 provides a punishment by a fine of not more than $10,000 or imprisonment of not more than 5 years, or both for
a similar offense.)
Printed Name of Signing Official (Landowner, or if multiple Landowners all landowners should sign. If Landowner is a
corporation 'gnature should be by a principal executive officer of the corporation):
�i���
Na e: Title:
�r
Sign Date:
Name: Title:
Signature: _ - Date:
Name: Title:
Signature: Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh,North Carolina 27699-1636
Telephone number:[phone]
E-mail:2019Pe rm [e-mail]
FORM: RENEWAL-STATE GENERAL 02/2019

R1JY COOPER. � � � ...oi• '!"^'"n�-,�1,.,-;,
Gavernar �-
MICHAEL.S.REGAN VAR 2 7 2019
Setreflrty
LINDA CULPEPPER NORTH CAROLINA
O;re€xor EnvirunmentatQuality
wvl-wF„p"1
February 26,2019
R Dwayne Myers
Myers Dairy Inc.
3938 Bethel Rd
Jonesville,NC 28642-9517
Subject: Application for Renewal of Coverage for Expiring State General Permit
Dear Permittee:
Your facility is currently approved for operation under one of the Animal Waste Operation State Non-Discharge General Permits,
which expire on September 30, 2019. Copies of the new animal waste operation State Non-Discharge General Permits are available
at htt[is:Hde,i.ne._,ov/about/divisions/water-resources/water ualiz--re ional-o erations/afo or by writing or calling:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh,North Carolina 27699-1636
Telephone number:[phone]
In order to assure your continued coverage under the State Non-Discharge General Permits, you must submit an application for
permit coverage to the Division. Enclosed you. will find a "Request for Certificate of Covers a Facility Currently Covered by an
Expiring State Non-Discharge General Permit." The application form must be completed. signed and returned by April 3. 2019.
Please note that you must include one 1 copy of the Certified Animal Waste Management Plan CAWMP with the
comtileted and signed application form. A list of items included in the CAWMP can be found on page 2 of the renewal
application form.
Failure to request renewal of your coverage under a general permit within the time period specified may result in a civil penalty.
Operation of your facility without coverage under a valid general permit would constitute a violation of NCGS 143-215.1 and could
result in assessments of civil penalties of up to$25,000 per day.
If you have any questions about the State Non-Discharge General Permits, the enclosed application, or any related matter please feel
free to contact the Animal Feeding Operations Branch staff at 919-707-9100.
Sincerely,
Jon Risgaard,Section Chief
Animal Feeding Operations and Groundwater Section
Enclosures
cc(w/o enclosures): Winston-Salem Regional Office,Water Quality Regional Operations Section
Wilkes County Soil and Water Conservation District
AFOG Section Central Files-AWC970004
1E�A_� North�ra��'aaDeparmartof5nv;°ortrragata`gc�aiy � �ivsi�aafth's:erRes.+�r:a�s
(��]''� 512 N_S--Ts"nary St 1153E Mai:S-Woe Ce,t=r I Ra,3 at,North Card,a 27ESS-1S36
�..:.. 919.707 9WC

Nutrient Management Plan For Animal Waste Utilization
11-30-2016
This plan has been prepared for: This plan has been developed by:
Myers Dairy, Inc. Michael W. Pardue
Dwayne Myers Wilkes SWCD
3933 Bethel Rd. PO Box 194
Jonesville, NC 28642 Wilkesboro, NC 28697
336-835-1048 (336) 667--70
Developer Signature
Type of Plan: Nutrient Management with Manure Only
Owner/Manager/Producer Agreement
I(we)understand and agree to the specifications and the operation and maintenance
procedures established in this nutrient management plan which includes an animal
waste utilization plan for the farm named above.I have read and understand the
Required Specifications concerning animal waste management that are included with
this plan.
Signature(owner) Date
Signature(manager or producer) Date
This plan meets the minimum standards and specifications of the U.S.Department of
Agriculture-Natural Resources Conservation Service or the standard of practices
adopted by the Soil and Water Conservation Commission.
Plan Approved By: Atul L4 !/ -�O 2rl/�
Technical Specialist Signature Date
MAR 2 7 2019
41c..-.tea__ '•�
,p,„�830,---i- ':Z"'"^0atabase Version 3.1 Date Printed: 11-30-2016 Cover Page 1

S
f t
Nutrient Management Plan For Animal Waste Utilization
03-28-2014
This plan has been prepared for: This plan has been developed by:
Myers Dairy, Inc. Michael W. Pardue
Dwayne Myers Wilkes SWCD .
3933 Bethel Rd. PO Box 194
Jonesville, NC 28642 Wilkesboro, NC 28697
336-835-1048 (336)
Developer Signature
Type of Plan: Nutrient Management with Manure Only
Owner/A4anager/Producer Agreement
;Y(we)understand and agree to the specifications and the operation and maintenance
procedures established in this nutrient management plan which ihid-udes an animal
waste utilization plan for the farm named above. I have read and understand the
Required`Specifications concerning animal waste management that are included with
this plan..
Signa owner) Date
-r
Signature(manager or producer) Date
This plan meets the minimum standards and specifications of the U.S.Department of
Agriculture-Natural Resources Conservation Service or the standard of practices
adopted by the Soil and Water Conservation Commission.
Plan Approved By; l
Technical Specialist Signature Date
---- -------------------------------------------------------------- ---------- ------------------------- ----- ----
578602 Database Version 3.1 Date Printed: 03-28-2014 Cover Page 1
1

Nutrients applied in accordance with this plan will be supplied from the
following source(s):
Commercial Fertilizer is not included in this plan.
U1 Myers Farm Dairy Slurry waste generated 9,299,850 gals/year by a 1,050 animal Dairy
(Milk Cow)Liquid Manure Slurry operation. This production facility has waste storage
capacities of approximately 120 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast 80542
Incorporated 109830
Injected 124474
Irrigated 73220
Max. Avail. Actual PAN PAN Surplus/ Actual Volume Volume Surplus/
PAN(lbs) * Applied pbs) Deficit(lbs) Applied(Gallons) Deficit(Gallons)
Year 1 80,542 118275 37,733 13,656,807 -4,356,957
� 1
US Heifers waste generated 782,240 gals/year b a 160 an}i�al Dairy(Heifer)Liquid
Manure Slurry operation.This production fa ility h : aste storage capacities of
approximately 180 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast 7823
Incorporated 10667
Injected 12089
Irrigated 7111
Max.Avail: Actual PAN PAN Surplus/ Actual Volume Volume Surplus/
PAN(lbs) * Applied (lbs) Deficit(lbs) Applied(Gallons) Deficit(Gallons)
Year 1 7,823 10099 -2,276 1,009,881 227,641
st
N
-user-------de---fi--n---ed------source.---=-------------------
ote: In source ID, S means andard source,U means ----------
*Max.Available PAN is calculated on the basis of the actual application method(s)identified in the plan for this source.
578602 Database Version 3.1 Date Printed: 03-28-2014 Source Page 1 of 3

t
U6 3 Month Old Calves waste generated 130,725 gals/year by a 125 animal-Daily(Calf)
Liquid Manure Slurry operation. This production facility has waste storage capacities
of approximately 180 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast 1309
Incorporated 1785
Injected 2023
Irrigated 1190
Max. Avail. ActualPAN PANSurplus/ Actual Volume Volume Surplus/
PAN(lbs).* Applied Ohs) Deficit(lbs) Applied(Gallons) Deficit(Gallons)
Year 1 1,309 2034 -725 203,158 -72,433
U7 Dry Cows&Pack Barn Waste waste generated 1,269,400 gals/year by a 200 animal
Dairy(Heifer)Liquid Manure Slurry operation. This production facility has waste
storage capacities of approximately 180 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast 19557
Incorporated 26669
Injected 30225
Irrigated 17780
Max.Avail. Actual PAN PAN Surplus/ Actual Volume Volume Surplus/
PAN(lbs) * Applied(lbs) Deficit(lbs)' Applied(Gallons) Deficit(Gallons)
Year 1 19,557 16002 3,555 1,038,629 230,771
U8 River Ridge Feed Lot waste generated 184,080 gals/year by a 120 animal Beef
(Stocker)Liquid Manure Slurry operation,This production facility has waste storage
capacities of approximately 180 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast 1836
Incorporated 2545
Injected 2879
Irrigated 1627
Max. Avail. Actual PAN PAN Surplus/ Actual Volume Volume Surplus/
PAN(lbs).* Applied(Ibs) Deficit(lbs) Applied(Gallons) Deficit(Gallons)
Year 1 1,83-6 2144 -308 214,994 -30,914
--- -------- - ---- ---- - ---------•--------------------------------------- ------------------------------------------- ----------
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.
579602 Database Version 3.1 Date Printed: 03-28-2014 Source Page 2 of 3

U9 River Ridge Lot(Option#2)waste generated 442,720 gals/year by a 160 animal Dairy
(Heifer)Liquid Manure Slurry operation. This production facility has waste storage
capacities of approximately 180 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast 4383
Incorporated 5976
Injected 6773
Irrigated 3984
Max. Avail. Actual PAN PAN Surplus/ Actual Volume Volume Surplus/
PAN(lbs) * Applied (lbs) Deficit(lbs) Applied(Gallons) Deficit(Gallons)
Year 1 4,383 5122 -739 526,785 -84,065
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.
-------------i-s------ ----------------- --------- ----------------------------------- ------ -----------------------------------------------------------------
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.
Preview Database Version 3.1 Date Printed: 09-06-2016 Source Page 3 of 3

}
Narrative
Myers Dairy Inc.
The Myers Dairy has the capacity to manage a 1-050 milk cow herd with 545 additional supporting
animals to maintain the herd size. The supporting animal sites have separate storage facilities and
sufficient spreading area is available. A revised waste management system is planned to allow recovery
of sand used as bedding in the facility free stalls. Recovery of the sand will reduce the amount of waste
material to be disposed of and reduces the cost for replacement sand.
A total of 8 waste storage ponds will used to manage animal waste on this farm. Storage ponds 1 though
4 will be included in the waste collection and sand separation for the 1050 milking herd.The others are
stand alone for calves,dry cows,heifers, and fed bull calves.
A comprehensive design and plan for the sand separation by Sam Bingham is included,in the supporting
package for waste storage ponds(WSP's)1-4. WSP 5 -8 are described on the neat page. One new waste
storage pond will be added to the system in this effort.
RECORD KEEPING
All animal waste applications should be sampled and recorded at time of spreading and test results used
for computing animal waste application. This information,along with soil test results;provides
information on the additional nutrients needed for producing the desired crops.
OPERATION AND MAINTENANCE
Areas around facilities and buildings are graded for drainage and maintained in gravel or good grass
cover.Inspections will be made after cleanouts and damaged areas repaired.
Runoff from buildings, driveways and loading areas will be controlled to prevent off site erosion damage.
SUPPORTING INFORMATION
Review of Animals and Waste Storage
Milking Herd-WSP's 1 -4 See plan by Sam Bingham for volumes etc.
The CLAMP and waste management system can accomodate a 1050 cow milking herd on the farm.
Animal waste storage ponds 1,2,3, and 4 are devoted to the milking herd operation. .A sand separation
system is planned for separating and reusing sand to bed stalls in the freestall barn.
See Operation and Maintenance Plan,page 4,for storage summary. See plan and design by Sam
Bingham dated October 2,2006.
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57s6o2 Database Version 3.1 Date Printed: 03-28-2014 Narrative Page 1 of 3

k
Narrative
Three Month Old Calves WSP 5 Storage Capacity 65,363 Gals.for 180 days
125 less than three month old calves are maintained on the farm on gravel beds during the early.
development stages. Waste generated here is not significant. Once maturity stage has been reached to
200-2501b,they are separated into 3 groups of 20 animals and placed on sawdust bedded areas above and
beside WSP# 5.During this process,it is estimated that approximately 4-5 tons of waste is collected
every month from these three groups for an estimated 60 tons annually. This full amount of dry waste is
collected on site and applied at agronomic rates on cropland and hayland.WSP 5 is used to collect waste,
runoff and any wash water used for the calves.
Dry Cows and Pack Barn Waste-Waste Storage Pond-6 Storage Capacity 634,700 gals. for 180 days
200 dry cows on the average are housed and feed adjacent to waste storage pond#6. Storage is available
for 180 days with 100% confinement.
Between,800-1000 tons of sawdust bedding and waste is collected in the pack barn during the year.Due
to the composition of the bedding material,waste collected from this facility will be handled and land
applied directly to cropland and hayland at desirable agronomic rates. An under floor drainage system,
draining to WS Pond 6 is used to keep barn dry and makes amounts hard to calculate.
Heifers-WSP- 7 Storage Capacity 391,175 gals. for 180 days
160 heifers are maintained on the farm. Waste storage is available for 180 days.
Irrigation is used on the home farm to apply animal waste to available cropland.
River Ridge Feed Lot-WSP- 8 Storage Capacity 219,848 gals.for 180 days
Option#1 :Bull calves will be fed out for beef in a facility formally used for growing out heifers at.the
discretion of Mr.Myers.
It has a capacity of 120 at 50%confinement or 60 at full confinement.
Option#2-Dairy Heifers will be grown to replace older cows from the milking herd.
It has a capacity of 160 at 50% confinement or 80 at 1.00%confinement.
Note* See updated designs for WSP 5 -8 in Plan Support Section
--------------- ----------------------------------------------------------- ------------------
578602 Database Version 3.1 Date Printed: 03-28-2014 Narrative Page 2 of 3

l
Narrative
CROP NOTES
Plant Available Nitrogen or PAN is the nitrogen that the planned crop can utilize during the growing
season based on the management system used. Realistic Yield Expectation or RYE is the approved
yields used in this plan.
The crop system used on this farm is no-till corn planted into small grain silage. Nitrogen from animal.-
waste can be applied to the small grain silage and the corn crop as well.
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 lower PLAT ratings were achieved by adding buffers and converting to long term no-till where'
applicable. Even with the lower PLAT ratings,phosphorus levels in many fields are higher than needed
for the crops being grown. It is recommended that no additional phosphorus fertilizer be applied on any
field with soilfsample index for phosphorus over70. The application of animal waste will continue to
cause the phosphorus levels to slowly rise, since the crops and grasses will not utilize all that is being
applied. At this application rate,additional nitrogen fertilizer will be needed tc be added for maximum
silage and hay production.
----------------------------------------------------------------------------------------------------------------
578602 Database Version 3.1 Date Printed: 03-28-2014 Narrative Page 3 of 3

a «
The table shown below provides a summary of the crops or rotations included in this plan for each field. Realistic
Yield estimates are also provided for each crop,as well as the crop's P205 Removal Rate. The Leaching Index(LI)
and the Phosphorous Loss Assessment Tool (PLAT))Rating are also provided for,each field,where available.
If a field's PLAT Rating is High,any planned manure application is limited to the phosphorous removal rate of the
harvested plant biomass for the crop rotation or multiple years in the crop sequence. Fields with a Very High PLAT
Rating should receive no additional applications of manure. Regardless of the PLAT rating, starter fertilizers may be
recommended in accordance with North Carolina State University guidelines or recommendations. The quantity of
P205 applied to each crop is shown in the following table if field's PLAT rating is High or Very High.
Planned Crops Summary
Total Useable Plat P205
Tract Field Acres Acres Rating Ll Soil Series Cro Se RI'E Removal Applied
P q uence Obs/acre) (lbs/a=)
1057 1 12.40 11.50 Medium 17.6 Toccoa Small Grain,Silage/Hay 10.5 Tons 57 N/A
Corn,Silage 26.0 Tons 88 N/A
1057 4 10.9f 10.70 Medium 12.0 Masada Small Grain,SilageMay 10.4 Tons 56 N/A
Com;Silage 22.$Tons 78 N/A
10657 2 5.80 5.80 Low 17.0 Pacolet Fescue Hay 4.1 Tons 64 N/A
1073 1 33.8C 33.00 Low 17.0 Toccoa Small Grain,Silage/Hay 10.5 Tons 57 N/A
Corn,Silage 26.0 Tons 88 N/A
1073 2 16.70 12.00 Low 17.0 Pacolet Fescue Hay, 3.9 Tons 61 N/A
1073 3 32A 32,00 Low 12.0 1 Masada. Fescue Hay 3.6 Tons 57 N/A
10942 1 24.1C 23.50 Medium 10.0 1 Pacolet Small Grain,Silage/Hay 7.2 Tons 39 N/A
Corn,Silage 16.0 Tons 54 N/A
1112 1 31.80 31.80 Medium '17.0 Pacolet Small Grain,Silage/Hay 6.3 Tons :-34` N/A
Corn,Silage 14.0 Tons 48 N/A
1112 2 2.00 1.501 Medium 12.0 Chewacla-P Small'Grain,Silage/Hay NIA 0 N/A
A
Corn;Silage 28.0 Tonsi 95 NIA
1112 3/5 12.60 12.60 Medium 1.7.0 Pacolet Small Grain,Silage/Hay 7.2 Tons 39 N/A
/ Com,Silage 16.0 Tons 54 N/A
1112 6 SIC 5.101 Medium 17.0 Pacolet Small Grain„Silage/Hay 7.2 Tons 39 N/A
Corn,Silage 16,0 Tons 54 N/A
1113 12/13 21.60 21.6 Low 17.0 Pacolet Small Grain,Silage/Hay 9.0 Tons 49 N/A
Corn,Silage 20.0 Tons 68, N/A
1115 2 8,70 8.70 Medium 17.0 Pacolet Small Grain,Silage/Hay 7.2 Tons 39 N/A
Corn,Silage 16.0 Tons 54 N/A
1115 4 17.401 17AC Medium 17.0 Pacolet Small Grain,Silage/Hay 1 6.3 Tons 34 N/A
Corn,Silage 14.0 Tons 48 N/A
1115 5 6.80 6.80 Low 17.0 Pacolet Small Grain,Silage/Hay 7.2 Tons 39 N/A
Corn,Silage 16,0 Tons 54 N/A
1115 8 2.3 2.30 Low 11.0 Toccoa Small Grain,Silage/Hay 10.5 Tons 57 1 N/A
578602 Database Version 3.1 Date Printed 3/28/2014
PCS Page 1 of 3
NOTE: Symbol*means user entered data.

Planned Crops Summary
Total Useable Plat P2O5
Tract Field Acres Armes hating LI Soil Series Crop Sequence RYE Removal r]
(]bs/acre) (lbbs/s/acre)
Corn,Silage 26.0 Tons 88 N/A
ills 9 7.90 7.9C Low 17.0 Toccoa Small Grain,Silage/Hay 10.5 To 57 N/A
Corn,Silage 26.0 Tons 88 N/A
1129 1 27.00 25.20 Medium 17,0 Toccoa Small Grain,Silage/Hay 10.5 Tons 57 N/A
Corn,Silage 26.0 Tons1 88 N/A
1�
1129 2,3 14.70 14.70 Medium 12.0 Masada Small Grain,Silage/Hay 10.1 Tons 55 N/A
Corn,Silage 22.1 Ton 75 N/A
1129 6 4.7C 4.70 Medium 17.0 Pacolet Small Grain,Silage/Hay 7.2 Tonsl 39 N/A
Coin,Silage 16.0 Tons 54 N/A
1130 1A 17.00 13.76 Medium 17.0 Pacolet Small Grain,Silage/Hay 7.2 Tons 39 NIA
Corn,Silage 16.0 Tons 54 N/A
1130 1B 4.00 3.64 Medium 17.0 Pacolet Small Grain,Silage/Hay. 7.8 Tons 42 N/A
Corn,Silage 17.4 Tons 59 N/A
1130 2 2.80 2.80 Low 17,0 Toccoa Small Grain,Silage/Hay 10.5 Ton 57# N/A
Corn,Silage 26.0 Tons 88 N/A
1131 1 3.9U 3.20 Medium 17.0 Toccoa Small Grain,Silage/Hay 10.5 Tons - 57 N/A
Corn,Silage 26.0 Tons .88 N/A
1131 2 6.40 4.6 Medium 17.0 State-P Small Grain,Silage/Hay 9.8 Tons 53 N/A
Corn,Silage 22.5 Tons 77 . N/A
1131 3 33.60 33.10 Medium 17.0 State-P Small Grain,Silage/Hay 9.8 Tons : . 53... N/A
Corn,Silage 22.5 Tons 77 N/A
1131 5 20.20 19.00 Medium 17.0 Toccoa Small Grain,Silagelfiay 10.5 Tons 57 N/A
Com,,Silage 26.0 Tons 88 N/A
1157 4 29;9 29:00 Medium 17.0 Toccoa Small Grain;Silage/Hay 10.5 Tons 57 N/A
Com,Silage 26.0 Tons 88 N/A
1218 1 6.3C 6.20 Low 25.0 Buncombe, Small Grain,Silage/Bay 5.0 Tons 27 N/A
Com,Silage 10.0 Tons 34 NIA
1218 3 14.30 1140 Low 17.0 Toccoa Small Grain,Silage/Hay 10.5 Tons •57 N/A
Corn,Silage 26.0 Tons 88 N/A
r
v 253 1/2 38.10 3 8 4 10 Low 25.0 Buncombe Small Grain,Silage/Hay 5.0 Tons 27 N/A
Corn;Silage 10.0 Tons 34 N/A
5913 1 17.40 17.401 Medium 17.0 Toccoa Small Grain,Silage/Hay 10.5 Tons 57 N/A
Corn;,silage 26.0 Tons 88 N/A
5913 2 2.31 2.30 Low 17.0 Toccoa Small Grain,Silage/Hay 10.5 Tons 57 N/A
Coin,Silage 26.0 Tons 88 N/A
5913 3 10.40, 10.4 Low 17.0 Toccoa Small Grain,Silage/Hay 10.5 Tons 57 N/A
Corn,Silage 26.0 Tons 88 NIA
578602 Database Version 3.1 Date Printed 3/28/2014
PCS Page 2 of 3
NOTE: Symbol *means user entered data.

Planned Crops Summary
Total Useable Plat P205
Tract Field Acres Acres Rating I LI I Soil Series Crop Sequence RYE
Removal Applied
(lbs/acae) Obs/acme)
5913 4 9.40 9.40 Low 1 17.0 Toccoa Small Grain,Silage/Hay 10.5 Tons 57 N/A
Corn,Silage 26.0 Tons 88 N/A
5913 5 1 3.0 Low 17.0 Toccoa Small'Grain,Silage/Hay 10.5 Ton S7 N/A
Corn,Silage 26.0 Tons 88 N/A
VI 1 5.00 5.00 Medium 17.0 Pacolet Small Grain,Silage/Hay 7:2 Tons 39 NIA
N Com,Silage 16.0 Ton 54 lA
PLAN TOTALS: 523.26 503.00
LI Potential Leaching Technical Guidance
<2 Low potential to contribute to soluble. None
nutrient leaching below the root zone.
>=2& Moderate potential to contribute to . N'utrient Management(590)should be planned.
<_10 soluble nutrient leaching below the
root zone.
igh potential to contribute to soluble Nutrient Management(590)should be planned. Other conservation practices that improve
utrient 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).
PLAT Index Rating P Management Recommendation
0-25 Low No adjustment needed;N based application
25-50 Medium No adjustment needed;N based application
51 - 100 High Application limited to crop P removal
> 100 Very High Starter P application only
578602 Database Version 3.1 Date Printed 3/28/2014
PCS Page 3 of 3
NOTE: Symbol*means user entered data.

The Waste Utilization table shown below summarizes the waste utilization plan for this operation. This plan provides an estimate of the number of acres of
cropland needed to use the nutrients being produced. The plan requires consideration of the realistic yields of the crops to be grown,their nutrient requirements, r
and proper timing of applications to maximize nutrient uptake.
This table provides an estimate of the amount of nitrogen required by the crop being grown and an estimate of the nitrogen amount being supplied by manure,or
other by-products,commercial fertilizer and residual,from previous crops. An estimate o f the quantity of solid and liquid waste that will be applied on each field in
order to supply the indicated quantity of nitrogen from each source is also included. A balance of the total manure produced and the total manure applied is
included in the table to ensure that the plan adequately provides for the utilization of the manure generated by the operation.
Waste Utilization Table Year 1
Nitrogen Comm. Res. Manure Liquid Solid Liquid Solid
PA Fert. Obs/A) PA ManuMA Manure Manure Manure
Nutrient Nutrient Nutrient pplied Applied Applied Applied
Reqd Applied Applied (acre) (acre) (Field) (Field)
(lbs/A) (lbs/A) (lbs/A)
Source Total Use. Applic. Applic. 1000
Tract Field ID Soil Series Acres Acres Crop RYE Period N N N Method N gal/A Tons 1000 gals tons
1057 1 Ul Toccoa 12.40 11.50 Small Grain,Silage/Hay 10.5 9/1-3131 117 0 0 Broad. 90 10.39 0.00 119:51 0.00
1057 1 U6 Toccoa 12.40 11.50 Small Grain,Silage/Hay 10.5 9/1-3/31 117 0 0 Broad. 1 0.10 0:00 1.15 0.00
1057 1 U7 Toccoa 12.40 11.50 Small Grain,Silage/Hay 10.5 9/1-3/31 117 0 0 Broad. 12 0.78 0.00 8.96
0.00
1057 1 U5 Toccoa 12.40 11.50 Small Grain,Silage/Hay 10.5 9/1-3/3I 117 0 0 Broad. 8 0.80 0.00 9.20 0:00
1057 1 U8 Toccoa 12.40 11.50 Small Grain,Silage/Hay 10.5 9/1-3/31 117 0 0. Broad. 2 0.20 0.00 2.31 0.00
1057 1 U9 Toccoa 12.40 1IJ0 Small Grain,Silage/Hay 10,5 9JI-3/31 117 0 0 Broad. 4 0.40 0.00 4.65 0.00
1057 1 Ul Toccoa 12.40 11.50 Corti,.Silage 26.6 2115-6/30 283 0 0 Broad. 218 25.17 0.00 289.47 0.00
1057 1 U6 Toccoa i2.AO 11.50 Corn,Silage. 26.0 2/15-6/30 283 0 0 Broad. 3 0.30 0.00 3.45 0.00
1057 1 U7 Toccoa 12,40 11.50 Corn;Silage 26.0 2/15-6/30 283 0 0 Broad. 30 1.95 0.00 22.39 0.00
1057 1 US Toccoa 12.40 11,50 Corn;Silage 26.0 2115-6/30 283 0 0 Broad. 18 1.80 0.00 20.70 0.00
1057 1 U8 Toccoa 12.40 11.50 Corn,Silage 26.0 2/15-6/30 283 0 0 Broad. 4 0.40 0.00 4.61
.62
0.00
1057 1 U9 Toccoa 12.40 11.50 Com,Silage 26.0 2/15.6/30 283 0 0 Broad. 10 1.01 0.00 11 0.00
1057 4 Ul Masada 10.901 10.70 Small Grain,Silage/Hay 10.4 911-3131 115 0 1 0 Broad. 88 10.16 0.00 i 108.72
0.00
1057 4 U6 Masada 10:90 10.70 Small Grain,Silage/Hay 10.4 9/1-3/31 115 0 0 Broad. 1 0.10 0.00 1.07 0.00
1057 4 U7 Masada 10.90 10.70 Small Grain,Silage/Hay 10.4 /1-3/31 115 0 0 Broad. 12 0.78 0.00 8.33 0.00
1057 4 US Masada 10.90 10.70 Small Grain,5ilage/Hay 10.4 w,9/1-3131 115 6 0 Broad. 8 0,80 0.001 8.561 0.00
578602 Database Version 3.1 Date Printed:3/28/2014 WUT Page 1 of 20

Waste Utilization Table Year 1
Nitrogen Cantu Res. Manure Liquid Solid Liquid Solid
PA Fert. (lbs/A) PA ManureA'Manure Manure Manure
Nutrient Nutrient Nutrient pplied Applied Applied Applied
Req'd Applied Applied (acre) (acre) (Field)
(lbs/A) (lbs/A) (lbs/A) (Field)
Source Total Use. Applic. Applic, lOOO
Tract Field ID Soil Series Acres _-Acres Crop RYES °Period N N. N Method N
gal/A Tons 1000 gals tons
T10574
U8 Masada 10.90 10.70 Small Grain,Silage/Hay -10.4 9/1-3/31 115 0 0 Broad. 2 0.20 0:00 2.15 0.00
U9 Masada 10.90 10.70 Small Grain,Silage/Hay 10.4 9/1-3/31 i m 0 0 Broad. 4 0.40 0.00 4.32 0.00
Ul Masada 10.90 10.70 Com,Silage 22.8 2/15-6/30• 249 0 0 Broad. 192 22.17 0.00 237.21 0.00
U6 Masada 10.90 10.70 Com,Silage 22.8 2/15-6/30 249 0 0 Broad. 3 0.30 0.00 3,21 0.00
1057 4 U7 Masada 1.0.90 10.70 Com,Silage 22.8 2/15-6/30 249 0 0 Broad. 26 1.69 0.00 18.06 0.00
1057 4 US Masada 10.90 10.70 Corn,Silage 22.8 2/15-6/30 249 0 0 Broad. 16 1.60 0.00. 17.12 0.00
1057 4 U8 Masada 10.90 10.70 Corn,Silage 22.8 2/15-6/30 249 0 0 Broad. 4 0.40 0.00 4.29 0.00
1057 4 U9 Masada 10.90 10.70 Com,Silage 22.8 2/15-6/30 249 0 0 Broad. 8 0.91 0,00 9.73 0.00
10657 2 Ul Pacolet 5.80 5.80 Fescue Hay 4.1 Tons 8/1-7/31 182 0 0 Broad, 140 16:17 0.00 93.76 0.00
10657 2 U6 Pacolet 5.80 5.80 Fescue Hay. 4.1 Tons 8/1-7/31 182 0 0 Broad. ? 0.20 0:00 1.16 0.00
10657 2 U7 Pacolet 5.80 5.80)rescue Hay 4.1 Tons -8/1-7/31 182 0 0 Broad. 19 1.23 0.00 7.15 0.00
10657 2 U5 Pacolet 5.80 5.80 Fescue Hay 4.1 Tons 8/1-7/31 182 0 0 Broad. 11 1.10 0.00 6.38 0.00
10657 2 U8 Pacolet 5.80 5.80 Fescue Hay 4.1 Tons 8/1-7131 182 0 0 Broad. 2 0.20 0.00 1.16 0,00
10657 2 U9 Pacolet 5.80 5.80 Fescue Hay 4.1 Tons 8/1-7/31 182 0 0 Broad. 7 0.71 0.00 4.10 0.00
1073 1 Ul Toccoa 33.80 33.00 Small Grain,Silage/11ay 10.5 9/1-3/31 117 0 0 Broad.1073 1 U6 Toccoa 33.80 33.00 90 10.39 0,00 342:94 0.00 Small Grain,Silage/Hay 10.5 9/1-3/3.1 117 0 0 Broad. 0 0.10 0.00 3.94 0.00
1073 1 U7 Toccoa 33,80 33.00 Small Grain,Silage/Hay 10.5 9/1-3731 117- 0 0 Broad. 12 0.78 0.00 25.70 0.00
1073 1 U5 Toccoa 33.80 33.00 Small Grain,silage/Hay 10.5 9/1-3/31 117 0 0 Broad. 8 0:80 0.00 26.40 0.00
1073 1 U8 Toccoa 33.80 33.00 Small Grain,5ilage/Hay 10.5 911-3131 117 0 0 Broad. ' 0.20 0.00 6:62 0.00
1073 1 U9 Toccoa 33.80 33.00 Small Grain,Silage/Hay 10.5 9/1.3/31 117 0 0 Broad. 4 0.40 0.00 13.33 0.00
1073 1 Ul Toccoa 33.80 33.00 Com,Silage " 26.0` "2%15-6/30 283 0 0 Broad. 218 25.17 0.0 830.66 0.00
1073 1 U6 Toccoa 33.80 33.00 Com,Silage 26.0 2/15-6/30 283 0 0 Broad. 3 0,30 0.00 9.89 0:00
578602 Database Version 3.1 Date Printed:.3/28/2014 WUT Page 2 of 20

Waste Utilization Table Year 1
Nitrogen Comm Res. Manure Liquid Solid Liquid Solid
PA Fert. obs/A) PA ManureA Manure Manure Manure
Nutrient Nutrient Nutrient pplied Applied Applied A lied
Roq'd Applied Applied (acre) (acre) (Field) (Field)
(Ibs/A)
Source Total Use. Applic. Applic, 1000
Tract Field ID Soil Series Acres Acres Crop RYI: Period N N N Method N gal Tons 1000 gals tons
1073 1 U7 'Toccoa 33.80 33_00 Com,Silage 26:0 2/15-6/30 283 0 0 Broad. 30 1.95 0.00 64.26 0.00
1073 1 US Toccoa 33.80 33.00 Com,Silage 26.0 2115-6/30 283 0 0 Broad. 18 1.80 0.00 59.40 0.00
1073 1 U8 Toccoa 33.80 33.00 Corn,Silage 26.0 2/15-6/30 283 0 0 Broad. 4 0.40 0.00 13.24 0.00
1073 1 U9 Toccoa 33.80 33.00 Corn,Silage 26.0 2/15-6/30 283 0 0 Broad. 10 1.01 0.00 33.34 0;00
1073 2 U1 Pacolet 16.70 12.00 Fescue Hay 3.9 Tons 8/1-7/31 173 0 0 Broad. 133 15.36 0.00 184.28 0.00
1073 2 U6 Pacolet 16.70 12.00 Fescue Hay 3.9 Tons 8/1-7/31 173 0 0 Broad. 2 0.20 0.00 2.40 0.00
1073 2 U7 Pacolet 16.70 12.00 Fescue Hay 3.9 Tons 811-7/31 173 0 0 Broad. 18 1.17 0.00 14.02 0.00
1073 2 US Pacolet 16.70 12.00 Fescue Hay 3.9 Tons 8/1-7131 173 0 0 Broad. 11 1.10 0.00 13.20 0.00
1073 2 U8 Pacolet 16.70 12.00 Fescue Hay 3.9 Tons 8/1-7/31 173 .0 0 Broad: 2 0,20 0.00 2.41 0.00
1073 2 U9 Pacolet 16.70 12.00 Fescue Hay 3.9 Tons 8/1.7/31 173 0 . 0 Broad. 6 0,61 0.00 7.27
0.00
1073 3 Ul Masada 32.00 32.00 Fescue Hay 3.6 Tons 8/1-7/31 160 0 0 Broad. 123 14.20 0.00 454.48 0.00
1073 3 U6 Masada 32.00 32.00 Fescue Hay 3.6 Tons 8/1-7/31 160 0 0 Broad. 2 0.20 0.00 6.39 0.00
1073 3 U7 Masada 32.00 32.00 Fescue Hay 3.6 Tons 8/1-7/31 160 0 0 Broad: 17 1.10 0:00 35.31 0.00
1073 3 US Masada 32.00 32.00 Fescue Hay 3.6 Tons 8/1-7/31 160 0 0 Broad. 10 1.00 0.00 32.00 0.00
1073 3 U8 Masada 32.00 32:00 Fescue Hay 3.6 Tons 8/1-7131 160 0 0 Broad. 2 0.20 0.00 6.42 0.00
1073 3 U9 Masada 32.00 32.00 Fescue Hay 3.6 Tons 8/1-7/31 160 0 0 Broad. 6 0.61 0.00 19.40 0.00
10942 1 Ul Pacolet 24.10 23.50 Small Grain,Silage/Hay 7.2 Tons 911-3/31 Sp 0 0 Broad. 62 7.16 0.00 168.23 0.00
10942 1 U6 Pacolet 24.10 23.50 Small Grain,Silage/Hay 7.2 Tons 911-3/31 80 0 0 Broad. 1 0.10 0.00 2.35 0.00
10942 1 U7 Pacolet 24A01 23.50 Small Grain,Silage/Hay 7.2 Tons 9/1-3/31 80 0 0 Broad. 8 0.52 0.00 12.20 0.00
10942 1 US Pacolet 24.10 23.50 Small Grain,Silage/Hay 7.2 Tons 9/1-3/31 80 0 0 Broad. 6 0.60 0.00 14.10 O.QO
P
10942 1 U8 Pacolet 24.10 23.50.Small Grain,Silage/13ay 17.2 Tons 'Mlm3/31 80 0 0 Broad. 1 0.10 2.36 0.00
10942 1 U9 Pacolet 24.10 23.50 Small Grain,Silage/Hay 7.2 Tons 9/1-3/31 80 0 0 Broad. 2 �O:I:OUO.00 4.75 0.00
578602 Database Version 3.1 Date Printed:3/28/2014 WUT Page 3 of 20

Waste Utilization.Table Year 1 1 K
Nitrogen Comm Res. Manure. Liquid Solid Liquid Solid
PA Fen, abs/A) PA ManumA Manure Manure Manure r
Nutrient Nutrient Nutrient pphed Applied Applied Applied
Req'd Applied Applied (acre) (acre) (Field) (Field)
(IbslAj (Ibs/A). (lbs/A)
Source Total Use. Applic. Applic. 1000
Tract Field ID Soil Series Acres Acres. Crop RYE}" Period N N N Method N gallA Tons 1000 gals tons
10942 1 Ul acolet 24.10 23.50 Corn;Silage 16.0 2/15-6/30 174 0 0 Broad. 134 15.47 0.00 363.60 0.00
10942 1 U6 Pacolet 24-10 23.50 Corn,Silage 16.0 2/15-6/30 174 0 0 Broad. 2 0.20 0.00 4.70 0.00
10942 1 U7 Pacolet 24.10 23.50 Corn,Silage 16.0 2/15-6/30 174 0 0 Broad. 18 1.17- 0.00 27.46 0.00
10942 1 US Pacolet 24.10 23:50 Corn,Silage 16.0 2/15-6130 174 0 0 Broad. 11 1.10 0.00 25.85 0.00
10942 1 U8 Pacolet 24.10 23:50 Corn,Silage 16,0 2/15-6/30 174 0 0 Broad. 2 0.20 0.00 4.71 0.00
10942 1 U9 Pacolet 24.10 23,50 Corn;Silage 16.0 2/15-6/30 174 0 0 Broad, 6 0.61 0.00 14.24 0.00
1112 1 Ul Pacolet 31.80 31.80 Small Grain,Silage/Hay 6.3 Tons 9/1-3/31 70 0 0 Broad. 54 6.24 0.00 198.28 0.00
1112 1 U6 Pacolet 31.80 31.80 Small Grain,Silage/Hay 6.3 Tons 911-3/31 70 0 0 Broad. 1 0.10 0.00 3.18 0.00
1112 1 1 U7 Pacolet 31.80 31.80 Small Grain,Silage/Hay 6.3 Tons 9/1-3/31 70 0 0 Broad, 7 0.45 0.00 14.45 0.00
1.112 1 1 US Pacolet 31.80 31.80 Small Grain,Silage/Hay 6.3 Tons 9/1-3/31 70 0 0 Broad, 5 0.50 0.00 15.90 0.00
1112 1 1 U8 Pacolet 31.80 31.80 Small Grain,SilagelHay 6.3 Tons 9/1-3/31 70 0 0 Broad: 1 0.10 0.00 3.19 0.00
1112 1 U9 Pacolet 31-80 31.80 Small Grain,Silage/Hay 6.3 Tons 9/1-3/31 70 0 0 Broad. 2 0.20 0,00 6.43 0.00
1112 1 Ul Pacolet 31.80 31.80 Corn,Silage 14.0 2/15-6/30 153 0 0 Broad. 118 1163 0.00 433.28 0.00
1112 1 U6 Pacolet 31.80 31.80 Corn,Silage 14.0 2/15-6/30 153 0 0 Broad. 2 0.20 0.00 6.35 0.00
1112 1 U7 Pacolet 31.80 31.80 Corn,Silage 14.0 2/15-6/10 153 D 0 Broad, 16 1.04 0:00 33.02 0.00
1112 1 U5 Pacolet 31.80 31.80 Corn,Silage 14:0 2/15-6I30 153 0 0 Broad. 10 1.00 0..00 31.8U 0.00
1112. 1 U8 Pacolet 31.80 31,$0 Corry Silage 14.0 2/15-6130 153 0 0 Broad. 2 0.20 0.00 6.38 0.00
1112 1 U9 Pacolet 31:80 31.80 Corn,Silage 14.0 2/15-6/30 153 0 0 Broad. 5 0.51 0.00 16.06 0.00
1112 2 Ul Chewacla-P 2.00 1.50 Small Grain,Silage/Hay N/A 9/1-3[31 0 0 0 Broad 0 0.00 0.00 0.00 0.00
1112 2 U6 Chewacla-P 2.00 1.50 Small Grain,Silage/Hay N/A 9/1-3131 0 0 0 Broad. 01 0.00 0.00 0.00 0.00
1112 2 U7 Chewacla-P 2.00 1.50 Small Grain,Silage/Hay N/A 9/W/31 0- 0 0 Broad. 0 0.00 0.00 0.00 0.00
1112 2 U5 Chewacla-P 2.00 1.50 Small Grain,Silage/Hay, •NIA, •911-3131 0 0 0 Broad., 0 0.00 0,00 0.00 0.00
578602 Database Version 3.1 Date Printed:3/28/2014 WUT Page 4 of 20

Waste Utilization Table Year 1 •
Nitrogen Comm: Res, Manure Liquid Solid Liquid Solid
PA Fert. Qbs/A) PA ManuteA Manure Manure Manure
Nutrient Nutrient Nutrient pp6ed Applied Applied Applied
Req'd Applied Applied (acre) (acre) (Field) (Field)
(1bs1A) ((bs/A) (lbs/A)
Source Total Use, Applic. Applic. 1000
Tract Field ID Soil Series Acres Acres Crop RY9 -Period N N N Method N gal/A Tons 1000 gals tons
1112 2 U8 Chewacla-P 2.00 1.50 Small Grain,Silage/Hay N/A 9/1-3/31 0 0 0 Broad, 0 0.00 0.00 0.00 0.00
1.112 2 U9 Chewacla-P 2.00 1.50 Small Grain,Silage/Hay N/A 9/1-3131 0 0 0 Broad. 0 0.00 0.00 0.00 0.00
1112 2 Ul Chewacla-P 2.001 1.50 Corn,Silage 28.0 2/15.6/30 291 0 0 Broad. 224 25.86 0.00 38.80 0.00
1112 2 U6 Chewacla-P 2.00 1.50 Corn,Silage 28.0 2/15-6/30 291 0 0 Broad. 4 0.40 0.00 0.60 0.00
1112 2 U7 Chewacla-P 2.00 1.50 Corn,Silage 28.0 2/15-6/30 291 0 0 Broad. 30 1.95 0.00 2.92 0.00
1112 2 US Chewacla-P 2.00 1.50 Corn,silage 28.0 2/15-6/30 F291 0 0 Broad. 19 1.901 0.00 2.85 0.00
1112 2 U8 Chewacla-P 2.00 1.50 Com,Silage 28.0 2/15-6/30 291 0 0 Broad, 4 0.40 0.00 0,60 000
1112 2 U9 Chewacla-P 2.00 1.50 Corn,Silage 28.0 2/15-6/30 291 0 0 Broad. 10 1.01 0.00 1.52 0.00
1112 3/5 Ul Pacolet 12.60 12.60 Small Grain,Silage/Hay 7.2 Tons 9/1-3/31 80 0 0 Broad: 62 7.16 0.00 90.20 0.00
1112 3/5 U6 Pacolet 12.60 12.60 Small Grain,Silage/Hay 7.2 Tons 9/1-3/31 80 0 0 Broad, 1 0.10 0.00 1.26 0.00
1112 315 U7 Pacolet 12.60 12.60 Small Grain,Silage/Hay 7.2 Tons 9/1-3/31 80 0 0 Broad. 8 0.52 0,00 6.54 0.00
1112 3/5 US Pacolet 12.60 12.60 Small Grain,Silage/Hay 7.2 Tons 911-3/31- 80 0 0 Broad. 6 0.60 0.00 7.56 0.00
1112 3/5 U8 Pacolet 12.60 12.60 Small Gtain;_Silage/Hay 7.2 Tons 9/1-3/31 80 0 0 Broad. 1 0.10 0.00 1.26 0.00
1112 3/5 U9 Pacolet 12.60 12.60 Small Grain,Silage/Hay 7.2 Tons 9/1-3/31 80 0 0 Broad_ 2 0.20 0.00 2.55
0.00
1112 3/5 Ul Pacolet 12.60 12.60 Com,Silage 16.0 1 2/15-6/30 174 0 0 Broad. 134 15.47 0.00 194.95 0.00
1112 3/5 U6 Pacolet 12.60 12.60 Corn,Silage 16.0 2/15-6/30 174 0 0 Broad. 21 0.20 0.00 2.52 0.00
1112 3/5 U7 Pacolet 12.60 12.60 Corn,Silage 16.0. 2/I5-6130 174 0 0 Broad: 18 1.17 0.00 14.72 0.00
1112 3/5 US Pacolet 12.60 12.60 Corn,Silage 16.0 2/15-6/30 174 0 D Broad. ll 1.10 0.0(j 13.86
0.00
1112 3/5 U8 Pacolet 12.60 12.60 Corn,Silage 16.0 2/15-6/30 174 0 0 Broad. 2 0.20 0.00 2.53 0.00
1112 1 3/5 U9 Pacolet 12.60 12.60 Corn,Silage 16:0 2/1.5-6130 174 0 0 Broad: 6 0:61 0:00 7.64
0.00
1112 6 1 Ul Pacolet 5:10 5.10 Small Grain,Silage/Hay t72
Tons 19/1-3/31 80 0 0 Broad. 62 7.16 0.00 36.51 0.00
1112 6 U6 Pacolet 5.10 5.10 Small Grain,Silage/Hay :. Tons-911-3/31 80 0 0 Broad. 1 0.10 0.00 0.51 0.00
578602 Database Version 3.1 Date Printed:3/28/2014 WUT Page 5 of 20

Waste Utilization Table Year 1 ,
Nitrogen Comm Res. Manic Liquid Solid Liquid Solid
PA Fert. Obs/A) PA ManureA Manure Manure Manure
Nutrient Nutrient Nutrient pplied Applied Applied Applied ■
Regd Applied Applied (acre) (acre) (Field) (Field)
(lbs/A) Obs/A) (1bs/A)
Sourpe Total Use. u Applic. Applic. 1000
Tract Field ID Soil Series Acres Acres Crop` RYE, :Period N N N Metbd N gal/A Tons 1000 gals tons
1112 6 U7 Pacolet 5.10 5.1FSmal[Grain,
age/Hay 7.2 Tons 9/13/31 80 0 0 Broad. 8 0.52 0.00 2.65 0.00
$11126
US Pacolet 5.10 5.1age/Hay 7.2 Tons 9/1-3/31 80 0 0 Broad. 6 0.60 0.00 3.06 0.00
U8 Pacolct 5.10 5.1 , age/Hay 7.2 Tons 9/1-3 331 80 0 0 Broad. 1 0,10 : 0.00 0.51 0.00
U9 Pacolet 5.10 5.10 Small Grain,Silage/Hay 7.2 Tons 911-3/31 80 0 0 Broad. 2 0.20 0.00 1.03 0.00
U1 Pacolet 5,10 5:10 Corn,Silage 16.0 2/15-6/30 174 0 0 Broad. 134 15.47 0.00 78.91 0.00
1112 6 U6 Pacolet 5.10 5.10 Corn,Silage 16.0 2/15-6/30 174 0 0 Broad. 2 0.20 0.00 1.02 0.00
1112 6 U7 Pacolet 5.10 5.10 Corn,Silage 16.0 2/15-6/30 174 0 0 Broad. 18 1.17 0.00 5.96 0.00
1112 6 U5 Pacolet 5.10 5.10 Corn,Silage 16.0 2/15-6/30 174 0 0 Broad. 11 1.10 0.00 5.61 0.00
1112 6 U8 Pacolet 5.10 5.10 Corn,Silage 16.0 2/15-6/30 174 0 0 Broad. 2 0.20 0.00 1.02 0.00
1112- 6 U9 Pacolet 5.10 5.10 Corn,Silage 16A: 2/15-6/30 174 0
0 Broad. 6 0.61 0.00 3.99 0.00
1113 12/13 Ul Pacolet 21;60 21p.60 Small Grain,Silage/Hay 9.0 Tons 9/1-3131 100 0 0 Broad. 77 8.89 0.00 192.04 0.00
1113 12/13 U6 Pacolet 21.60 21.60 Small Grain,Silage/Hay. 9.0 Tons 9/1-3131 •100 0 0 Broad. 1 0.10 0.00 2.16 0.00
1113 12/13 U7 Pacolet 2.1.60 .21.60 Small Grain,Silage/Hay 9.0 Tons 911-3131 100 0 0 Broad. 10 0.65 0.00 14.02 0.00
1113 12113 US Pacolet 21.60 21.60 Small Grain,Silage/Hay 9.0 Tons 9/1-3/31 100 0 0 Broad. 7 0:70 0.00 15.12 0.00
1113 12/13 U8 Pacolet 21.60 21.60 Small Grain,Silage/Hay 9.0 Tons 9/1-3/31 100 0 0 Broad. 1 0.10 0.00 2.17 0.00
1113 12/13 U9 Pacolct 21.60 21,60 Small Grain,Silage/Hay 9;0 Tons 9/1-3/31 100 0 0 Broad. 3 0.30 0.00 6.55 0.00
1113 12/13 Ul Pacolet 21.60 21460 Corn,-Silage 20.0 2/15-6/30 218 0 0 Broad. 168 19.40 0.00 419.00 0.00
1113 12113 U6 Pacolet 21.60 21.60 Corn,Silage 20.0 2/15-6/30 218 0 0 Broad. 3 0.30 0.00 6.47 0.00
1113 12/13 U7 Pacolet .21.60 21.60 Corn,Silage 20.0 2/15-6/30 218 0 0 Broad: 23 1.49 0.00 32.25 0.00
1113 12/13 US Pacolet 21,60 2160 Corn,Silage 20.0 2/I5-6/30 218 0 0 Broad. 14 1.40 .0.00 30.24
0.00
1113 12/13 U8 Pacolet 21.60 21.60 Corn,Silage 20.0.• s2115-6/30 218 0 0 Broad. 3 0.30 0.00 6.50 0.00
1I13 12/13 U9 Pacolet 21.60 21.60 Corn,Silage 20;0 �2/15-6/30 218 0 0 Broad. 7 0.71 OAO 15.27 0.00
578602 Database Version 3.1 Date Printed:3/28/2014 VJUT Page 6 of 20

Waste.Utilization Table Year 1
Nitrogen Comm. Res, Manure Liquid Solid Liquid Solid
PA Fert. Obs/A) PA ManuteA Manure Manure Manure
Nutrient Nutrient Nutrient pplied Applied Applied Applied
Req'd Applied Applied (acre) (acre) (Field) (Field)
(lbs/A) pbs/A) (ibs/A)
Source Total Use. Applic, Applic. 1000
Tract Field ID Soil Series Acres Acres Crop RYE .0.Period N N N Method N gal/A Tons ,1000 gals tons
1115 2 Ul Pacolet 8.70 8.70 Small Grain,Silage/Hay 7.2 Tons 9/1-3/31 80 0 0 Broad. 62 7.16 0.00 62.28 0.00
1115 2 U6 Pacolet 8.70 8.70 Small Grain,Silage/Hay 7:2 Tons 9/1-3/31 80 0 0 Broad. 1 0.10 0.00 0.87 0.00
1115 2 U7 IPacolet 8.70 8.70rSm:aI:IGrain,
ain,Silage/Hay 7.2 Tons 9/1-3/31 80 0 0 Broad. 8 0.52 0.00 4.52 0.00
1115 2 US Pacolet 8.70 8,70ain;Silage/Hay 7.2 Tons 9/1-3/31 80 0 0 Broad, 6 0.60 0,00 5.22 0.00
1115 2 U8 Pacolet 8.70 8.74 Silage/Hay 7.2 Tons 911-3/31 80 0 0 Broad. 1 0.10 0.00 0.87 0.00
1115 2 U9. Pacolet 8.70 8.70 Small Grain,Silage/Hay 7.2 Tons 911-3/31 80 0 0 Broad. 2 0.20 0.00 1.76 0.00
1115 2 Ul Pacolet 8.70 8.70 Corn,Silage 16.0 2/15-6/30 174 0 0 Broad. 134 15.47 0.00 134.61 0.00
1115 2 U6 IPacolet 8,70 8:70 Com,Silage 16.0 2/15-6/30 174 0 0 Broad. 2 0 20 0.00 1.74 0.00
1115 2 U7 Pacolet 8.70 8.70 Corn,Silage 16.0 2115-6/30 174 0 0 Broad. 18 1.17 0.00 10.16 0.00
1115 2 US acolet 8.70 8.70 Corn;Silage 16.0 2/15-6/30 174 0 0 Broad. 11 1.10 0.00 9.57 0.00
1115 2 U8 Pacolet 8,70 8.70 Com,Silage' t`
g 16.0 2/15-6/30 174 0 0 Broad. 2 0.20 0.00 1.75 0.00
1115 2 U9> Pacolet 8.70 8.70 Com,Silage 16.0 2/15-6/30 174 0 0 Broad. 6 0.61 0.00 5.27
0.00
1115 4 Ul Pacolet 17.40 17.40 Small Grain,Silage/Hay 6.3 Tons 9/1-3131 70 0 0 Broad. 54 6.24 0.00 108.49 0.00
1115 4 U6 Pacolet 17.40 17.40 Small Grain,Silage/Hay 6.3 Tons 9/1-3/31 70 0 0 Broad. 1 0.10 0.00 1.74 0.00
1115 4 U7 Pacolet 17.40 17.40 Small Grain,Silage/Hay 6.3 Tons 911-3/31 70 0 0 Broad. 7 0.45 0.00 7.91 0.00
1115 4 US Pacolet 17:40 17.40 Small Grain,Silage/Hay 6.3 Tons 9/1-3/31 70 0 0 Broad. 5 0:50 0.00 8.70 0.00
1115 4 U8 Pacolet 17..40 17.40 Small Grain,Silage/Hay 6:3 Tons 9/1-3/31 70 0 0 Broad. 1 0.10 0.00 1,75' 0.00'
1115 4 U9 Pacolet 17.40 17.40 Small Grain,Silage/Hay 6.3 Tons 9/1-3/31 70 0 0 Broad. 2 0.20 O:DO 3.52 0.00
1115 4 Ul Pacolet 17.40 17:40 Com,Silage 14.0 2/15-6/30 153 0 0 Broad, 188 13.63 0.00 237,08 0:00
1115. 4 U6 Pacolet 17.40 17.40 Com,Silage 14.0 2/15-6/30 153 0 0 Broad, 2 0.20 0.00 3:48 0.00
1115 4 U7 Pacolet 17.40 17.40 Com,Silage 14 0� 115-6/30 153 0 D Broad. 16 1.04 0.00 18.07 0.00
1115 4 US Pacolet 17:40 17.40 Corn,Silage 14.0 2/15-6/30 153 0 4 Broad. 10 1,00 0.00 17.40 0.00
578602 Database Version 3.1 Date Printed:3/28/2014 WUT Page 7 of 20

Waste Utilization Table Year 1
Nitrogen Comm, Res Manure Liquid Solid Liquid Solid
PA Fert. (lbs/A) PA ManumA Manure Manure Manure
Nutrient Nutrient Nutrient pplied Applied Applied Applied
Rod Applied Applied (acre) (acne) (Field) (Field)
(lbs/A) (lbs/A) Obs/A)
Source Total Use. Applic. Applic. 1000
Tract Field ID Soil Series Acres Acres Crop RYE Period N N N Method N gal/A Tons 1000 gals tons
1115 4 U8 Pacolet 17.40 17.40 Corn,Silage 14.0 2/15-6130 153 0 0 Broad. 2 0.20 0.00 3.49
0.00
1115 4 U9 Pacolet 17.40 17.40 Com,Silage' 14.0 2/15-6/30 153 0 0 Broad. 5 0.51 _ 0.00 8,79 0.00
1115 5 Ul Pacolet 6.80 6.80 Small Grain,Silage/EIay 7.2 Tons 9/1-3/31 80 0 0 Broad. 62 7.16 0.00 48.68 0.00
1115 5 U6 Pacolet 6.80 6.80 Small Grain,Silage/Hay 7.2 Tons 9/1-3/31 80 0 0 Broad. 1
0.10 0.00 0.68 0.00
1115 5 U7 Pacolet 6.80 6.80 Small Grain,Silage/Hay 7.2 Tons 9/1-3/31 80 0 0 Broad. 8 0.52 0.00 3.53 0.00
1115 5 U5 Pacolet 6.80 6.80 Small Grain,Silage/Hay 7.2 Tons 0/1-3/31 80 0 0 Broad. 6 0,60 0.00 4.08
• - 0.00
1115 5 U8 Pacolet 6,80 6.80 Small Grain,Silage/Hay 7.2 Tons 9/1-3/31 80 0 0 Broad. 1 0.10 0.00 0.68 0.00
1115 5 U9 Pacolet 6.80 6.80 Small Grain,Silage/Hay 7.2 Tons 9/1-3/31 80 0 0 Broad. 2 0.20 0.00 1.37 0.00
1115 5 U1 Pacolet 6.80 6.80 Corn,Silage 16.0 2/15-6/30 174 0 0 Broad. 1341 15.47 0.00 I05.21
0.00
1115 5 U6 Pacolet 6.80 6.80 Corn,Silage 16.0 2/15-6/30 174 0
0 Broad. 2 0.20 0.00 1.36 0.00
1115 5 U7 Pacolet 6.80 6.80 Corn,Silage 16.0 2/15-6/30 174 0 0 Broad. 18 1.17 0.00 7.95 0.00
1115 5 US Pacolet 6,80 6,80 Com,Silage 16.0 2/15-6/30 174 0 0 Broad. 11 1.10 0.00 7.481 0.00
1.115 5 U8 Pacolet 6.80 6.80 Com,Silage 16.0 2/15-6/3.0 174 0 •0 Broad. 2
0.20 0.00 1.36 0.00
1115 5 U9 Pacolet 6.80 6.80 Corn,Silage 16.0 2/15-6/30 174, 0 1 0 Broad. 6
0.61 0,00 4.12 0.00
111.5 8 Ul Toccoa 2.3.0 2.30 Small Grain,5ilage/Hay 10.5 9/1-3/31 117 0 0 Broad. 90 10.39 0.00 23.90 0.00
1115 8 U6 Toccoa 2.30 230 Small Grain,Silage/Hay 10.5 1 911-3/31 111 0 0 Broad. 2
1115 8 U7 Toccoa 2.30 2,30 Small 0.20 0.00 0.46 0.00
Grain,Silage/Hay 10.5 911-3/31 117 0 1 0 Broad. 12
0.78 0.00 1.79 0.00
1115 8 U5 Toccoa 2.30 2.30 Small Grain,Silage/Hay 10.5 9/I 3/31 117 0 0 Broad 8
0.80 0.00 1.84 0.00
1115 8 U8 Toccoa 2.30 2,30 Small Grain,Silage/Hay 10.5 9/1-3/31 117 0 0 Broad. 2 0.20 0.00 0.46
0.00
1115 8 U9 Toccoa 2.30 2.30 Small Grain,Silage/Hay 10.5 9/1-3/31 117 0
0 Broad: 3 0.30 0.00 0:70 0:00
1115 8 Ul Toccoa 2.30 2.30 Corn,Silage
260 2/15-6/30 283 0 0 Broad. 218 25.17 0.0 57,90 0.00
1115 8 U6 Toccoa 2301 2.30 Com,Silage 26.0 2/15-6130 283 0 0 Broad. 4
0.40 0.00 0.92 D.00
578602 Database Version 3.1 Date Printed:3/28/2014
WUT Page 8 of 20

Waste Utilization Table Year 1 I s
Nitrogen Comm Res, Manure Liquid Solid Liquid Solid
PA Fert. pbs/A) PA ManuteA Manure Manure Manure '
Nutrient Nutrient Nutrient pplied Applied Applied Applied •
Req'd Applied Applied (acre) (acre) (Field)
pbs/A) (lbs/A) pbslA) (Field)
Source Total Use, Applic. Applic. 1000
Tract Field ID Soil Series Aires Acres Crop RYE -'Period N N N Method N gal/A Tons 1000 gals tons
1115 8 U7 Toccoa 2.30 2.30 Corn,Silage 26.0 2/15-6/30 283 0 0 Broad. 30 1.95 0.00 4.48
0.00
1115 8 US Toccoa 2.30 2.30 Corn,Silage 26.0 2/15-6/30 283 0 0 Broad. 18 1.8D 0.00 4.14 0.00
1115 8 U8 Toccoa 2.30 2.30 Corn,Silage 26.0 2/15-6/30 283 0 0 Broad, 4 0.40 0.00 0.92 0.00
1115 8 U9 Toccoa 2.30 2.30 Corn,Silage 26..0 2/15-6/30 283' 0 0 Broad: 9 0.91 0.00 2.09 0.00
1115 9 Ul Toccoa 7.90 7.90 Small Grain,Silage/Hay 10.5 911-3/31 117 0 0 Broad. 90 10.39 0.00 82.10 0.00
1115 9 U6 Toccoa 7.90 7.90 Small Grain,Silage/Hay 10.5 9/1-3/31 117 0 0 Broad. 2 0.20 0.00 1.58 0.00
1115 9 U7 Toccoa 7.90 7.90 Small Grain,Silage/Hay 10.5 9/1-3/31 117 0 0 Broad. 12 0.78 0.00 6.15 0.00
1115 9 US Toccoa 7.90 7.90 Small Grain,Silage/Hay 10.5 9/1-3/31 117 0 0 Broad: 8 0.80 0,00` 6.32 0.00
1115 9 U8 Toccoa 7.90 7.90 Small Grain,Silage/Hay 10.5 9/13/31 117 0 0 Broad. 2
0;20 0.00 1.58 0.00
1115 9 U9 Toccoa 7.90 7.90 Small Grain,Silage/Hay 10.5 9/1 3/31 117 0 0 Broad, 3 0.30 0.0 2 39 0.00
1115 9 Ul Toccoa 7.90 7.90 Corn,Silage 26.0 2/15-6/30 283 0 0 Broad. 218 25.17 0.00 198.86 0.00
1115 9 U6 Toccoa 7,90 7.90 Corn,Silage 26.0 2/15-6/30 283 0 0 Broad, 4 0.40 0.00 3.16 0.00
1115 9 FU7 Toccoa 7.90 7.90 Corn,Silage 26.0 2/15-6/30 283 0 0 Broad. 30 1.95 0.00 15.38 0.00
1115 9 US Toccoa 790 7.90 Corn,Silage 26.0 2/15-6/30 283 0 1 0 Broad. 18 1,80 0.00 14.22 0.00
1115 9 U8 Toccoa 7,90 7.90 Corn,Silage 26.0 2/15-6/30 283 0 0 Broad. 4 0.40 0,00 3.17 0.00
1115 9 U9 Toccoa 7.90 1.90 Corn,Silage 26.0 2/15;6/30 283 0 0 Broad. 9 0.91 0.00 7.18 0:00
1129 1 Ul Toccoa 27.00 25.20 Small Grain,Silage/Hay 10.5 9/1-3/31 117 0 0 Broad. 90 10.39 0.00 261.88 0.00
1129 1 U6 Toccoa. 27.00 25.20 Small Grain,Silage/Hay 10.5 9/1-3/31 117 . 0 0 Broad. 2 0.20 0.00 5.03 0.00
1129 1 U7 Toccoa 27.00 25.20 Small.Grain,Silage/Hay 10.5 9/1-3/31 117 0 0 Broad. 12 0.78 0.00 19.63 0,00
1129 1 US Toccoa 27:00 25.20 Small Grain,Silage/Hay 10.5 9/1-3/31 117 0 0 Broad. 8 0,80 0.00 20.16 0.00
1129 1 U8 IToccoa 27.001 25.20 Small Grain,Silage/Hay I0 5 *94=3/31 117 0 0 Broad. 2 0.20 0.09 5.05 0.00
1129 1 U9 Toccoa 27.00 25.2.0 Small Grain,Silage/Hay 10.5 9/1 3/31 117 1 0 1 0 Broad. 3 0.30 O.D- 7:64 0.00
578602 Database Version 3.1 Date Printed:3/28/2014 WUT Page 9 of 20

Waste Utilization Table Year 1
Nitrogen Ccrnrn. Res. Manure Liquid Solid Liquid Solid
PA FerL pbs/A) PA ManumA Manure Manure Manure r
Nutrient Nutrient Nutrient pplied Applied Applied Applied
Req'd Applied Applied (acre) (acre) (Field) (FAH)
(lbs/A) (1bs/A) (lbs/A)
Source Total Use. Applic. Applic. 1000
Tract Field ID Soil Series Acres Acres Crop RYE°.:' "Period N N N Met N gal/A Tons ]000 gals tons
1129 1 Ul Toccoa 27.00 25.20 Corn,Silage 26.0 2/15-6/30 283 0 0 Broad. 218 25.17 0.00 634.33 0.00
1129 1 U6 Toccoa. 27.00 25.20 Com,Silage 26.0 2/15-6/30 283 0 0 Broad. 4
0.40 0.00 10.07 O:pp
1129 1 U7 Toccoa 27 00 25.20 Coin,Silage 26:0 2/15-6130 283 1 0 0 Broad. 30 1.95 0.00 49.07 0.00
1129 1 U5 Toccoa 27.00 25.20 Com,Silage 26.0 2/15-6/30 283 0
0 Broad. 18 1.80 0.00 45.36 0.00
1129 1 US Toccoa 27.00 25.20 Corn,Silage 26.0 2/15-6l30 283 0 0 Broad: 4
0.40 0.00 10.11 0.00
1129 1 U9 Toccoa 27.00 25.20 Com,Silage 26.0 2/15-6/30 283 0 0 Broad. 9 0.91 0.00 22.91
0.00
1129 2,3 U1 Masada 14.70 14.70 Small Grain,Silage/Hay 10.1 911-3/31 112 0 0 Broad. 86 9.93 0.00 145.97 0.00
1129 2,3 U6 Masada 14.70 14.70 Small Grain,Silage/Hay 10:1 9/1-3/31 112 0 0 Broad. 2 0.20 0.00 2.94
0.00
1129 2,3 U7 Masada 14.70 14.70 Small Grain,Silage/Hay 10:11 9/1-3/31 112 0 0 Broad. 11
0.71 0:00 10:50 0.00
1129 2,3 US Masada 14.70 14.70 Small Grain,Silage/Hay 10.1 9/13/31 112 0
0 Broad. 8 0.80 0.00 11.76 0.00
1129 2,3 US Masada 14.70 14.70 Small Grain,Silage/Hay 10.1 9/1-3/31 112 0 0 Broad. 2 0.20 0.00 2.95
0.00
1129 2,3 U9 Masada 1430 14.70 Small.Grain,Silage/Hay 10.1 9/1-3/31 112 0 0 Broad. 3 0.30 0.00 4.46
0.00
1129 2,3 U1 Masada 14.70 14.70 Corn,Silage 22.1 2/15-6/30 241 0 0 Broad. 186 21.48 0.00 315.71 0.00
1129 2,3 U6 Masada 14.70 14.70 Com,Silage 22.1 2/15-6/30 241 0 0 1 Broad. 3 0.30 0.00 4.41 0.00
1129 2,3 U7 Masada 14.70 14:70 Corn,Silage 22.1 .2/15-6/30 241 0 0 Broad. 25 1.62 0.00 23.85 0.00
1129 2,3 F asada 14.70 14.70 Corn,Silage' 22.1 2/15-6/30 241 0
0 Broad: 16 1.60 0:00 23.52 0:00
1129 2,3 U8 Masada 14.76 14.70 Com,Silage 22.1 2/15-6/30 241 0 0 Broad. 3
0:30 0.00 4.42 0.00
1129 2,3 U9 Masada 14.70 14,70 Com,Silage 22.1 2/15-6/30 241 0
0 Broad. 8 0:81 0.00 11.88 0.00
1129 6 UI 1?acolet 4.701 4.70 Small Grain,Silage/Hay 7.2 Tons 9/1 3/31 80 0 0 Broad. 62 7.16 0.00 33.65 0.00
1129, 6 U6 Pacolet 4.70 4.70 Small Grain,Silage/Hay 7.2 Tons 9/1-3/31 80 0 0 Broad. 1 .0.16 0.00 0.47 0.00
1129 6. U7 Pacolet 4,70 4.70 Small Grain,Silage/Hay 7.2 Tons 9/1-3131 80- 0 0 Broad. 8 0.52 0.00 2.44
_ 0.00
1129 6 U5 Pacolet 4.70 4.70 Small Grain,Silagc/Hay 7.2 Tons 9/17-3/31 80 0 1 0 Broad. 6
0.60 0.00 2.82 0.00
578602 Database Version 3.1 Date Printed:3/28/2014 WUT Page 10 of 20

Waste Utilization Table Year 1 •
hitrcgcn Canm Res. Manure Liquid Solid Liquid Solid
PA Fert. (Ibs/A) PA ManureA Manure Manure Manure =
Nutrient Nutrient Nutrient pphed Applied Applied Applied
Req'd Applied Applied (acre) (acre) (Field) (Field)
r
bs/A) (lbs/A) (Ibs/A)
Source Total Use. Applic. Applic. 1000
Tract Field ID Soil Series Acres Acres Crop RYE* ,Period N N N Method N gaUA Tons 1000 gals tons
1129 6 U8 Pacolet 4.70 4.70 Small Grain,Silage/Hay 7.2 Tons 9/1-3/31 80 0 0 Bioad, 1 0.10 0.00 0,47 0.00
1129 6 U9 Pacolet 4.70 4.70 Small Grain,Silage/Hay 7.2 Tons 9/1-3/31 80 0 0 Broad. 2 0.20 0.0.0 0.95 0.00
1129 6 Ul Pacolet 4.70 4.70 Corn,Silage 16.0 2/15-6/30 174 0 D Broad. 134 15,47 0.00 72.72 0.00
1129 6 U6 Pacolet 4.70 4..70 Com;Silage 16,0 2/15-6/30 174" 0 0 Broad. 2 0.20 0.00 0:94 0:00
1129 6 U7 Pacolet 4.70 4.70 Com,Silage 16.0 2/15-6/30 174 0 0 Broad. 18 1.17 0.00 5.49 0.00
1129 6 US Pacolet 4.70 4.70 Corn,Silage 16.0 2/15-6/30 174 0 0 Broad. 11 1.10 0.00 5.17 0.00
1129 6 U8 Pacolet 4.70 4,70 Com,Silage 16.0 2/15-6/30 174 0 A Broad. 2 0.20 0.00 0.94 0.00
1129 6 U9 Pacolet 4. 00 4.70 Corn,Silage 16.0 2/15-6130 174 0 0 Broad. 6 0.61 0.00 2.85 0.00
1130 IA Ul Pacolet 17.00 13.70 Small Grain,Silage/Hay 7.2 Tons 9/1-3/31 80 0 0 Broad. 62 7.16 0.00 98.08 0.00
1130 IA U6 Pacolet 17.00 13.70 Small Grain,Silage/Hay 7.2 Tons 9/1-3/31 80 0 0 Broad. 1
0.10 0.00 1.37 0.00
1130 IA U7 Pacolet 17,00 13.70 Small Grain,Silage/Hay 7.2 Tons 911-3/31 80 0 0 Broad. 8 0.52 0.00 7.11 0.00
1130 IA US Pacolet 17.00 13.70 Small Grain,Silage/Hay 7.2 Tons 9/1-3/31 80 0 0 Broad. 6
0.60 0.00 8.22 0.00
1130 lA U8 Pacolet 17.00 13.70 Small Grain,Silage/Hay 7.2 Tons 9/1 3/31 80 0, 0 Broad, 1 0.10 0.00 1.37 0:00
1130 1 LA U9 Pacolet 17.00 13.70 Small Grain,Silage/1-lay 17.2 Tons 9/1-3131 80 0 0 Broad. 2
0.20 0.00 2.77 0.00
1130 IA Ul Pacolet 17.00 13-70 Com,Silage 16.0 2/15-6/30 174 0 0 Broad. 134 15.47 0.00 211,97 0.00
1130 IA U6 Pacolet 17.00 13.70 Com,Silage. 16.0 2/15-6/30 174 0 0 Broad. 2 0.20 0.00 2.74
0.00
1130 IA U7 acolet 17.00 13.70 Com,Silage 16.0 2/15-6130 174 0 0 Broad. 18 1.17 0.00 16.01 0.00
1130 lA U5 Pacolet 17.00 13.70 Corn;Silage 16.0 2/15-6/30 174 0 0 Broad. 11 1.10 0.00 15.07 0.00
1130 IA U8 1 Pacolet 17.00 13.70 Corn,Silage 16:0 2/15-6130 174 0 0 Broad. 2 0.20 - 0.00 2.75
0.00
1130 IA U9 Pacolet 17.00 13.70 Com,Silage 16.0 2/15=6/30 174 0 0 Broad: 6 0.61 0:00 8.30
0.00
1130 1B Ul Pacolet 4.00 3.60 Small Grain,Siiage/Hay 7.8 Tons 911-3131 87 0 0 Broad. 67 7.74 0.00 27.85 0.00
1130 IB U6 Pacolet =4.0013.60 Small Grain,Silage/Hay 7.8 Tons 9/1=3/31 87 0 0 Broad. 1
0.10 0.00 0.361 0.00
578602 Database Version 3.1 Date Printed:3/28/2014 WUT Page 11 of 20

Waste Utilization Table Year 1
Nitrogen Conm Res. Manure Liquid Solid Liquid Solid
PA Fert. (tbs/A) PA ManureA Mann; Manure Mariure ,
Nutrient Nutrient Nutrient ppHed Applied Applied Applied a
Req'd Applied Applied (acre) (acre) (Field)
(Ibs/A) (lbs/A) (Field)
Source Total Use. wApplic. APP llc 1000
Tract Field_ ID Soil Series Acres Acres Crop RYE 'Period. N N N Metbod N gal/A Tons 1000 gals tons
1130 1B I U7 Pacolet 4.00 3.60 Small Grain,Silage/Hay 7.8 Tons 9/1-3/31 87 0 0 Broad. 9
0,58 0.00 2.10 0.00
1130 1B US Pacolet 4.00 3,.60 Small Grain,Silage/flay 7.8 Tons 9/1-3131 87 0 0 Broad. 6 0.60 0.00 2.16
0.00
1130 1B U8 Pacolet 4.00 3.60 Small Grain,Silage/Hay 7.8 Tons 9/1-3/31 87 0 0 Broad, 1
0.10 0.00 0.36 0.00
1130 1B U9 Pacolet 4.00 3.60 Small Grain,Silage/Hay 7.8 Tons 9/1-3/31 87 0 0 Broad. 2 .0.20 0.00 0.73 0.00
1130 1B Ul Pacolet 4:00 3.60 Com,Silage 17.4. 2/15-6/30 190 0 0 Broad: 147 16.97 0.00 61.11
0:00
1130 1B U6 Pacolet 4,00 3.60 Com,Silage 17.4 2/15-6/30 190 0 0 Broad: 2
0.20 0.00 0.72 0.00
1130 1B U7 Pacolet 4.00 3.60 Com,Silage 17.4 2115-6/30 190 .0 0 Broad. 20 1.30 0.00 4.67 0.00
1130 1B US Pacolet 4.00 3,60 Com,Silage 17.4 2/15-6/30 190 0 0 Broad. 12 1.20 0.00 4.32
0.00
1130 1B U8 Pacolet 4.00 3.60 Com,Silage 17.4 2/15-6/30 190 0 0 Broad. 2 0.20 0.00 0.72 0.00
1130 1B U9 Pacolet 4.00 3.60 Com,Silage 17.4 2/15-6/30 190 0 0 Broad. 6 0.61 0.00 2.18
0.00
1130 2 Ul Toccoa 2:80 2.80 Small Grain,Silage/Hay 10.5 911-3/31 117 0 0 Broad. 90 10.39 0.00 29.10 0.00
1130 2 U6 Toccoa 2.80 2.80 Smali Grain,Silage/Hay 10.5 9/1-3/31 in 0 0 Broad. 2 0.20 0.00 0.56 0.00
1130 2 U7 ToccoaE 2.80 2.80 Small Grain,Silage/Hay 10.5. 9/1-3/31 117 0 0 Broad. 12 0.78 0.00 118 0.00
1130 2 U5 Toccoa 2.80 2.80 Small Grain,Silage/Hay, 10.5 911-3/31 117 0 0 Broad. 8
0.80 0.00 2.24 0.00
1130 2 US Toccoa 2,80 2,80 Small Grain,Silage/Hay 10.5 911-3/31 117 D 0 Broad. 2
0.20 0.00 0.56 0.00
1130 2 U9 Toccoa 2.80 2,80 Small Grain;.Silage/Hay 10.5 9/1-3/31 117 0 0 Broad. 3 0.30 0.00 0.85 0.00
1130 2 U1 Toccoa 2.80 2.80 Com,Silage 26.0 2/15-6/30 283 0 0 Broad. 21.8 25.17 0.00 70.48 0.00
1130 2 U6 Toccoa 180 2.80 Com,Silage 26.0 2/15-6130 283 0 0 Broad: 4
0.40 0.00 1.12 0.00
1130 2 U7 Toccoa 2.80 2.80 Com,.Silage 26.0 2/15-6/30 283 0 0 Broad. 30 1.95 0.00 5.45 0.00
1130 2 U5 Toccoa 2.80 2.80 Corn,Silage 26.0 2115f-6/30 283 0 0 Broad, 18 1.80 0.00- 5•.04 0.00
1130 2 U8 Toccoa 2.86 2.80 Corn,Silage 26.0 =2/15-6/30 283 0 0 Broad. 4
0.40 0.00 1,12 0.00
1130 2 U9 Toccoa 2.80 2.80 Com;Silage 26.0 .2/15-6/30 283 0 0 Broad. 9 0.91 0.00 2.55
0.00
578602 Database Version 3.1 Date Printed:3/28/2014 WUT Page 12 of 20

Waste Utilization Table Year 1
Nitrogcat Comm Res. Manure Liquid Solid Liquid Solid
PA Felt, (Ibs/A) PA ManureA Manure Manure Manure
Nutrient Nutrient Nutrient pphed Applied Applied Applied ■
Req'd Applied Applied (am) (acre) (Field) (Field)
Ts/A) pbs/A) (lbs/A)
Source Total Use. "Applic. Applies 1000
Tract Field ID Soil Series Acres Acres Crop RYE Period N N N Metlnd N gal/A Tons 1000 gals Ftons
1131 1 Ul Toccoa 3.90 3.20 Small Grain,Silage/Hay 10.5 9/1-3/31 117 0 0 Broad. 90 10.39 0.00 3325 0.00
1131 1 U6 Toccoa 3.90 3.20 Small Grain,Silage/Hay 10.5 911-3131 117 0 0 Broad. 2 0.20 0.00 0.64 0.00
1131 1 U7 Toccoa 3.90 3.20 Small Grain,Silage/Hay 10.5 9/1-3/31 117 0 0 Broad. 12 0.78 0.00 2.49 0.00
1131 1 US Toccoa 3.90 3.20 Small Grain,Silage/Hay 10.5 9/1-3/31 117 0 0 Broad, 8 0.80 0.00 2.56 0.00
1131 1 U8 Toccoa 3.90 3.20 Small Grain,Silage/Hay 10.5 9/1-3/31 117 0 0 Broad. 2 020 9.00 0.64 0.00
1131 1 U9 Toccoa 3.90 3.20 Small Grain,Silage/Hay 10.5 9/1-3/31 117 0 0 Broad. 3 0.30 0.00 0.97 0.00
1131 1 Ut Toccoa 3.90 320 Com,Silage 26.0 2/15-6/30 283 0 0 Broad. 218 25.17 0.00 80.55 0.00
1131 1 U6 Toccoa 3.90 320 Com,Silage 26.0 2/15.6/30 283 0 0 Broad, 4 0.40 0.6 1.28 0.00
1131 1 U7 Toccoa 3.90 3.20 Com,Silage 26.0 2/15-6/30 283 0 0 Broad, 30 1.95 0.00 623 0.00
1131 1 US Toccoa 3.90 3.20 Com,Silage 26.0 2/15-6130 283 0 0 Broad. 18 1.80 0.00 5.76 0.00
1131 1 US Toccoa 3:90 320 Com,Silage 26.0 2/15-6/30 283- 0 0 Broad. 4 0.40 0.00 1.28 0.00
1131 1 U9 Toccoa 3.90 3,20 Corn,Silage 26.0 2115-6/30 283 0 0 Broad, 9 0.91 0.00 2.91 0.00
1131 2 Ul State-P 6.40 4.60 Small Grain,Silage/Hay 9.8 Tons 9l1-3/31 109 0 0 Broad: 84 9.70 0.00 44.62 OAO
1131 2 1 U6 State-P 6.40 4.60 Small Grain,Silage/Hay 9.8 Tons 9/1-3/31 109 0 0 Broad. 2 020 0.00 0.92 0,00
1131 2 U7 State-P 6.40 4.60 Small Grain,Silage/llay 9.8 Tons 9/1-3/31 109 0 0 Broad, 11 0.71 0.00 328 0.00
1131 2 US State-P 6.40 4.60 Small Grain,Silage/Hay 9.8 Tons 9/1-3/31 109 0 0 Broad. 8 0.80 0.00 3.68 0.00
1131 2 U8 State-P 6.40 4.60 Small Grain,Silage/Hay 9.8 Tons 9/1-3/31 109 0 0 Broad. 2 0.20 0.00 0.92 0.00
1131 2 U9 State-P 6.40 4.60 Small Grain,Silage/Hay 9.8 Tons 9/1-3/3 1 1 109 0 0 Broad. 2 0.30 0.00 1.39 0,00
1131 2 U1 State-P 6.40 4.60 Corn_Silage .22.5 2/15-6/30 245 0 0 Broad: 189 21.82 0.00 100.39 0.00
1131 2 U6 State-P 6.40 4.60 Com,Silage 22.5 2/15-6/30 245 0 • 0 Broad. 3 0.30 0.00 1.38 0.00
1131 2 U7 State-P 6.40 4.60 Com,Silage ' 22.5 2115-6/30 245 0 0 Broad. 26 1.69 0.00 7.76 0.00
1131 2 US State-P 6.40 4.60 Com,Silage 22.5 2i/15-6/30 245 0 0 Broad. 16 1.50 0.00 7.36 0.00
578602 Database Version 3.1 Date Printed:3/28/2014 WUT Page 13 of 20

Waste Utilization Table Year 1 ,
hitrogcn Canm. Res. Manure Liquid Solid Liquid Solid
PA Fert. (lbs/A) PA ManureA Manure Manure Manure s
Nutrient Nutrient Nutrient pplied Applied Applied Applied
Req'd Applied Applied (acre) (acre) (Field)
(lbs/A) (1bs/A) (lbs/A) (Field)
Source Total Use, "Applic. Applic. 1000
Tract Field ID Soil Series Acres Acres Crop RYE Period N N N Method N gal/A Tons 1000 gals tons
1131 2 U8 State-P 6.40 4,60 Com,Silage 22.5 2/15-6/30 245 0 0 Broad. 3 0.30 0.00 1.38 0.00
1131 2 U9 State-P 6.40 4.60 Com,Silage 22.5 2/15-6/30 245 0 0 Broad. 8 0.81 0.00 3.72 0.00
1131 3 UI State-P 33.60 33.10 Small Grain,Silage/Hay _ 9.8 Tons 9/1-3/31 109 0 40Broad.
road. 84 9.70 0.00 321.04 0.00
1131 3 U6 State-P 33.60 33.10 Small Grain,Silage/Hay 9.8 Tons 9/1-3/31 109 0 2 0.20 0.006:61 0.00
1131 3 U7 State-P 33.60 33.10 Small Grain,Silage/Hay 9.8 Tons 9/1-3/31 109 0 road. 11 0.71 0.00 23.63 D.00
1131 3 US State-P 33:60 33.10 Small Grain,Silage/Hay 9.8 Tons 9/1-3/31 109 0 0 Broad. 8 0.80 0.00 26.48 0.00
1131 3 U8 State-P 33.60 33.10 Small Grain,Silage/HaY 9.8 Tons 9/1-3/31 109 0 0 Broad: 2.
0.20 0.00 6.64 0.00
1131 3 U9 State-P 33 60 33.10 Small Grain,Silage/Hay 9.8 Tons 9/1-3/31 109 0 0 Broad. 2 0.30 D.00 10.03 O.OD
1131 3 U1 State-P 33.60 33_lO Com;Silage 22.5 2/15-6/30 245 0 0 Broad. 189 21.82 0.00 722.35 0.00
1131 3 U6 State-P 33.60 3110 Com,Silage 22.5 2/15-6/30 245 0 0 Broad. 3 0.30 0:00 9.92 0.00
1131 3 U7 State-P 33.60 33.10 Corn,Silage 22.5 2/15-6/30 245 0 0 Broad. 26 1.69 0.00 55.86 0.00
1131 3 US State-P 33,60 33.10 Com,Silage 22.5 2/15-6/30 245 0.
0 Broad. 16 1.60 0.00 52.96 0.00
113.1 3 U8 State-P 33.60 33.10 Corn,Silage 22.5 2/15-6/30 245 0 0 Broad. 3 0.3.0 0.00 9.96 0.00
1131 3 U9 State:P 33.60 33.10 Com,Silage 22.5 2115-6/30 245 0 0 Broad. 8
_ 0.81 0.00 26.75 0.00
1131 5 Ul Toccoa 20.20 19.00 Small Grain,5ilage/Hay 10:5 9/1,3/31 117 0 0 Broad. 90 10.39 0.00 197.45 0.00
1131 5 U6 Toccoi 20.20 19.00 Small Grain;Silage/Hay 10:5 9/1-3/31 117 0 0 Broad: 2. 0.20 0.00 3.80
0.00
1131 5 U7 Toccoa 20.20 19.00 Small Grain,Silage/Hay 10.5 9/1-3/31 117 0 0 Broad. 12 0.78 0:00 14.80 0.00
1131 5 U5 Toccoa 20.20 19:00 Small Grain,Silage/Hay 10:5 9/1-3/31 117 0 0 Broad. 8
0.80 0.00 15.20 0.00
1131 5 US Toccoa 2010 19.00 Sarah Grain,Silage/Hay 10.5 9/1-3/31 1 117 0 0 Broad. z
0-.20 0.00 3.81 0.00
1131 5 U9 Toccoa 20.201 19.00 Small Grain;Silage/11ay 10.5-' 9/1-3/31 117 0 0 Broad. 3 0.30 0.00 5.76 0.00
1131 5 UI Toccoa 20:20 19.00 Com,Silage 26.0,r ,42 5.:6/30 283 0 0 Broad. 218 25.17 0.00 478.26 0.00
1131 5 U6 Toccoa 20.20 19.00 Com,Silage 26.0 2/15-6130 1 283 0 0 Broad. 4
0.40 0.00 7.59L 0.00
578602 Database Version 3.1 Date Printed:3/28/2014 WUT Page 14 of 20

Waste Utilization Table Year 1
itrcgen Comm Res. Manure Liquid Solid Liquid Solid
PA Fert. (lbs/A) PA ManureA Manure Manure Manure t
Nutrient Nutrient Nutrient pplied Applied Applied Applied =
Req'd Applied Applied (acre) (acre) (Field) (Ficid)
(lbs/A) abs/A) (Ibs/A)
Source Total Use, 1 Applic, Applic. 1000
Tract Field ID Soil Series Acres Acres Crop RYE Period N N N Method N gaUA Tons 1000 gals tons
1131 5 U7 Toccoa 20,20 19.00 Com,Silage 26.0 2/15-6/30 283 0 0 Broad. 30 1.95 0.00 37.00
0.00
1131 5 U5 Toccoa 210.20 19.00 Corn Silage 26.0 2/15-6/30` 283 0 0 Broad. 18 1.80 0.00 34.20
0.00
1131 5 US Toccoa 20.20 19.00 Com,Silage 26.0 2/15-6/30 283 0 0 Broad. 4
0.40 0.00 7.62 0100
1131 5 U9 Toccoa 20.20 19.00 Corn,Silage 26.0 2/15-6/30 283 0 0 Broad. 9 0.91 0.00 17.27 0.00
1157 4 Ul Toccoa 29.90 29.00 Small Grain,Silage/Hay 10.5 9/1-3/31 117 0 0 Broad. 90 10.39 0.00 301.37 0.00
1157 4 U6 Toccoa 29.90 29.00 Small Grain,Silage/Hay 10.5 9/1-3131 117 0. 0 Broad. 2 0.20 0.00 5.79 0.00
1157 4 U7 Toccoa 29.90 29.00 Small Grain,Silage/Hay 10.5 9/1-3/31 117 0 0 Broad. 12 0.78 0.00 22.59 0.00
1157 4 U5 Toccoa 29.90 29.00 Small Grain,Silage/Hay 10:5 911-3/31 117 0 0 Broad. 8
0.80' 0.00 23.20 0.00
1157 4 U8 Toccoa 29.90 29.00 Small Grain;Silage/Hay 10.5 9/1-3131 117 0 0 Broad. 2 0.20 0.00 5:82 t
0.00
1157 4 U9 Toccoa 29.90 29.00 Small Grain,Silage/Hay 10.5 9/1-3/31 117 0
0 Broad. 3 0.30 0.00 8.79 0.00
1157 4 U1 Toccoa 29.90 29.00 Com,Silage 26.0 2/15-6/30 283 0 0 Broad. 218 25:17 0,00 729:98 0.00
1157 4 U6 Toccoa 29.90 29.00 Corn,Silage 26.0 2/15-6/30 283 0 0 Broad. 4 '0.40 0.00 11.59 0.00
1157 4 U7 Toccoa 29.90 29.00 Com,Silage 26.0 2/15-6/30 283 0 0 Broad. 30 1.95 0.00 56.47 0.00
1157 4 U5 Toccoa 29.90 29.00 Com,Silage 26.0 2/15-6/30 283 0 0" Broad. 18 1.80 OAO 52.20 0.00
1157 4 U8 Toccoa 29.90 29.00 Corn,Silage 26.0 2/15-6/30 283 0 0 Broad. 4 0,40 0.00 11.63 0.00
1157 4 U9 Toccoa 29.90 29.00 Corn,Silage 26.0 2/15-6/30 283 0 0 Broad. 9 0.91 0.00 26.37 0.00
1218 1, U1 Buncombe 6.3p 6:20 Small Grain,Silage/Hay 5.0 Tons 9/1-3/31 56 0 0 Broad. 43 4.97 0.00 30.78 0.00
1218 1 U6 Buncombe 6.30 6.20 Small Grain,Silage/Hay 5.0 Tons 9/1-3/31 -56 •0 0 Broad. 1 0.10 0.00 0.62
0:00
1218 1 U7 Buncombe 630 6.20 Small Grain,Silage/Hay 5.0 Tons 9/1-3/31 56 0 0 Broad. 6 0:39 0.00 2.42
0.00
1218 1 US Buncombe 6.30 6.20 Small Grain,Silage/Hay 5.0 Tons 9/1-3/31 56 0 0 Broad. 4
0.40 0.00 2.48 0.00
1218 1 U8 Buncombe 6,30 6.20 Small Grain,silage/Hay. 5:O.,Tons�9J.1-3/31 56 0 0 Broad. 1 0.10 0.00 0.62
0.00
1218 1 U9 Buncombe 6.30 6.20 Small Grain,Silage/14ay 5.0 Tons 9/1-3/31 56 0 0 Broad. 1 0.20 0.00 1.25 0.00
578602 Database Version 3.1 Date Printed: 3/28/2014 WUT Page 15 of 20

Waste Utilization Table Year 1 F
Nitrogen Comm Res. Manure Liquid Solid Liquid Solid
PA Fert. QI s/A) PA ManureA Manure Manure Mangy a
Nutrient Nutrient Nutrient pplied Applied Applied Applied •
Regd Applied Applied (acre) (acre) (Field) (Field)
(Ibs/A) Obs/A) (1bs/A)
Source Total Use. Applic• Applies 1000
Tract Field ID Soil Series Acres Acres Crop RYE `Period. N N N Method N gal/A Tons 1000 gals tons
1218 1 Ul Buncombe 6.30 6.20 Corn,Silage 10.0 2/15-6130 109 0 0 Broad. 84 9.70 0.00 60.14 0.00
1218 1 U6 Buncombe 6.30 6.20 Corn,Silage 10.0 2/15-6/30 109 01 0 1 Broad. 1 0.10 0.00 0.62 0.00
1218 1 U7 Buncombe 6.30 6.20 Corn,Silage 10.0 2/15-6/30 109 0 0 Broad, 11 0.71 0.00 4.43 0.00
1218 1 U5 Buncombe 6.30 6.20 Corn,Silage 10.0 2115-6/30 109 0 0 Broad. 7
0.70 0.00 4.34 0.00
1218 1 U8 Buncombe 6.30 6:20 Corn,Silage 10.0 2/15-6/30 109 0 0 Broad, 1 0.10 0.00 0.62 0.00
1218 1 U9 Buncombe 6.30 6.20 Com,Silage 10.0 2/15-6/30 109 0 0' Broad: 4 0.40 0.00 2.51 0.00
1218 3 U1 Toccoa 14.30 13.40 Small Grain,Silage/Hay 10.5 9/1-3/31 117` 0 0 Broad. 90 1039 0.00 139.25 0.00
1218 3 U6 Toccoa 14.30 13.40 Small Grain,Silage/Hay 10.5 9/1-3/31 117 0 0 Broad. 2
0.20 0.00 2.68 0.00
1218 3 U7 Toccoa 14.30 13.40 Small Grain,Silage/Hay10.5 9/1-3131 117 0 0 Broad. 12 0.78 0.00 10.44 0.00
1218 3 U5 Toccoa 14:30 13Ao Small Grain,Silage/Hay 10,5 9/1-3/31 117 0 0 Broad. 8 0.80 0.00 10.72 0.00
1218 3 U8 Toccoa 14.30 13.40 Small Grain,Silage/Hay. 10.5 9/1-3/31 117 0 0 Broad. 2 0.20 0.00 2.69
0.00
1218 3 U9 Toccoa 14.30 13.40 Small Grain,SilageMay 10.5 9/1-3/31- 117 0 0 Broad. 3 0.30 0.00 4.06 0.00
1218 3tU6
l Toccoa 14.30 13.40 Corn,Silage 26.0 2/15-6/30 283 0 0 Broad. 218 25.17 0.00 337.30 0.00
1218 3 Toccoa 14 30 13.40 Corn,Silage 26.0 2/15-6/30 283- 0 0 Broad. 4 0.40 0.00 5.35 0.00
1218 3 U7 Toccoa 14.30 13.40 Com,Silage 26.0 2/15-6/30 283 0 0 Broad. 30 1.951 0.00 26.09 0.00
1218 3 U5 Toccoa 1430 13.40 Corn,Silage 26.0 2/15-6/30 283 0 0 Broad. 18 1.80 0.00. 24.12 0.00
1218 3 U8 Toccoa 14.30 13.40 Corn,Silage 26.0 2/15-6/30 283 0 0 Broad. 4 0:40 0.00 5.37 0.00
1218 3 U9 Toccoa 14.30 13.40 Corn,Silage 26.0 2/15-6/30 283 0 0 Broad. 9 0.91 0.00 12.18 0.00
253 1/2 U1 Buncombe 38.10 38.10 Small Grain,Silage/Hay 5.0 Tons 9/1-3/31 56 0 0. Broad. 43 4,97 0.00 189.17 0.00
253 1/2 U6 Buncombe 38.10 38,10 Small Grain,Silage/Hay S.O Tons 9/1=3/31 56 0 0 Broad. 1
0.10 0.00 3.81 0.00
253 1/2 U7 Buncombe 38.10 3.8.10 Small Grain,Silage/Ilay 5.0 Tons �!9/1-3/31 56 D 0 Broad. 6 039 0,00 14.84 0.00
253 1/2 US Buncombe 1 38.10 38.10 Small Grain,Silage/Hay 5.0 Tons 9/1-3131 56 0 1 0 1 Broad. 4
0,40 0.00 15.24 0.00
578602 Database Version 3.1 Date Printed:3/28/2014 WUT Page 16 of 20

Waste Utilization Table Year 1 f fi
Nitrogen Comm Res. Manure Liquid Solid Liquid Solid
PA Fert. Obs/A) PA ManuMA Manure Manure Manure +
Nutrient Nutrient Nutrient pplied Applied Applied Applied •
Rod Applied Applied (acre) (acre) (Field)
Obs/A) pbs/A) (lbs/A) ��
Source Total Use, Applic. Applic: 1000
Tract Field ID Soil Series Acres Acres Crop RYE `.Period N N N Method N gal/A Tons 1000 gals tons
253 1/2 U8 Buncombe 38.10 381 Small Grain,Silage/Hay 5.0 Tons 9/1-3/31 56 0 0 Broad. 1 0.10 0.00 3,82
0.00
253 1/2 U9 Buncombe 38.10 38.10 Small Grain,Silage/Hay 5.0 Tons 9/1-3/31 56 0 0 Broad. 1 0.20 0.00 7.70 0.00
253 1/2 Ul Buncombe 38.10 38.10 Corn,Silage 10.0 2/15-6/30 109 0 0 Broad. 84 9.70 0.00 369.54 0.00
253 1/2 U6 Buncombe 38.10 3810 Corn,Silage 10.0 2/15-6/30 109 0 0 Broad. 1 0.10 0.00 3.81 0.00
253 1/2 U7 Buncombe 38,10 38.10 Corn;Silage 10.0 2/15-6/30 109 0 0 Broad. 11 0.71 0.00 27.20 0.00
253 1/2 U5 Buncombe 38.10 38.10 Com,Silage 10.0 2/15-6/30 109 0 0 Broad. 7 0.70 0.00 26.67 0.00
253 1/2 U8 Buncombe 38.10 38.10 Com,Silage 10.0 2/15-6/30 109 0 0 Broad. 1 0.10 0.00 3.82 0.00
253 1/2 U9 Buncombe 38.10 38.10 Corn,Silage 10.0 2/15-6/30 109 0 0 Broad. 4 0.40 0.00 15.40 0.00
5913 1 U1 Toccoa 17.40 17.40 Small Grain,Silage/Hay 10.5 9/1-3/31 117 0 0 Broad.' 90 10.39 0.00 180.82 0.00
5913 1 U6 Toccoa 17.40 17.40 Small Grain,Silage/Hay 105 9/1-3/31 117 0 0 Broad. 2 0.20 0.00 3.48
0.00
5913 1 U7 Toccoa 17.40 17.40 Small Grain,Silage/Hay 10.5 9/1-3/31 117 0 0 Broad. 12 0.78 0.00 13.55 0.00
5913 1 U5 Toccoa 17.40 17.40 Small Grain,Silage/Hay 10.5 9/1-3/31 117 0 0 Broad. 8 0.80 0.00 13.92 0.00
5913 1 U8 Toccoa 17.40 17.40 Small Grain,Silage/Hay 10.5 9/1-3/31 117 0 0 Broad. 2 0.20 0.00 3.49 0.00
5913 1 U9 Toccoa 17.40 17.40 Small Grain,Silage/Hay 10,5 9/1-3/31 117 0 0 .. Broad. 3 0.30 0.00 5.27 0.00
5913 1 Ul Toccoa 17.40 17.40 Corn,Silage 26.0 �2/15-6/30
5-6/30 283 0 0 Broad, 218 25.17 0.00 437.99 0.00
5913 1 U6 Toccoa 17.40 i7.40 Com,Silage 26.0 283 0 0 Broad. 4 0.40 0.00 6.95 0.00
5913 1 U7 Toccoa 17.40 17.40 Corn;Silage 26.0 2/15-6130 283 0 0- Broad. 30 1.95 0.00 33.88 0.00
5913 1 US Toccoa 17.40 17.40 Com,Silage 26.0 2/15-6/30 283 0 0 Broad. 18 1.80 0.00 31.32 0.00
5913 1 1 U8 Toccoa 17.40 17.40 Com,Silage 26.0 2/15-6/30 283 0 0 Broad. 4 0.40 0.00 6,9$ 0.00
5913 1 U9 Toccoa 17.40 17.40 Com;Silage 26.0 2/15-6/30 283 0 0 Broad. 1 9 0.91 0,00 15.82 0.00
5913 2 Ul Toccoa .2.30 2.30 Small Grain,Silage/Hay 10.5 9/1-3/31 117 1 0 0 Broad: 90 10.39 0.00 23.90 0.00
5913 2 , U6 Toccoa 2.30 2.30 5ma11 Grain,Silage/Hay 10 Z) 9%1-3/31 117 0 0 Broad. 2
0.20 0.00 0.46 0.00
578602 Database Version 3.1 Date Printed:3/28/2014 WUT Page 17 of 20

Waste Utilization Table Year 1
Nitrogen Comm Res: Manure Liquid Solid Liquid Solid
PA Fert, (Ibs/A) PA . ManumA Manure Manure Manure
Nutrient Nutrient Nutrient pplied Applied Applied Applied iedReqd Applied ed Applied ed (acre) (acre) (Field) (FAH)(Ibs/A) (1bs1A) (lbs/A)
Source Total Use. Applic. Applic. 1000
Tract Field ID Soil Series Acres Acres Crop RYE-! j,-Period N N N Apphc' N 1000gal/A To�gals
5913 2 U7 Toccoa 2.30 2.30FSmaflain,Silage/Hay 10.5 911-3131 117 0 0 Broad. 120.78 0,00 1.79 0,00
5913 2 U5 Toccoa 2.30 2.30ain,Silage/Hay 10.5 9/1-3/31 117 0 0 Broad. 8 0,80 0.00 1.84 0.00
5913 2 U8 Toccoa 2.30 2.30 Small Grain Silage/Hay 10.5 9/1-3/31 117 0 0 Broad. 2 0.20 0.00 0.46
0.00
5913 2 U9 Toccoa 2.30 2.30 Small Grain;Silage/Hay 10.5 9/1-3/31 117 0 0 Broad. 3 0.30 0.00 0.70
0.00
5913 2 Ul Toccoa 2.30 2.30 Corn,Silage 26.0 2/15-6/30 283 0 0 Broad. 218 25.17 0.00 57.90 0.00
5913 2 U6. Toccoa 2.30 2.30 Corn,Silage 26.0 2/15-6/30 283 0 0 Broad, 4 0.40 0.00 0.92 0.00
5913 2 U7 Toccoa 2.30 2.30 Corn,Silage 26.0 2/15-6/30 283 0 0 Broad. 30 1.95 0.00 4.48
0.00
5913 2 U5 Toccoa 2.30 2.30 Com,.Silage 26.0 2/15-6/30 28.3 0 0 Broad. 18
1.80 0,00 4.14 0.00
5913 2 U8 Toccoa 2.30 2.30 Corn,Silage 26.0 2/15-6/30 283 0 0 Broad. 4 0.40 0.00 0.92
0.00
5913 2 U9 Toccoa 2.301 2.30 Corn,Silage 26.0 2/15-6/30 283 0 0 Broad, 9 0.91 0.00 2.09
0:00 ;
5913 3 UI Toccoa 10.40 10.40 Small Grain,Silage/Hay 10.5 9/1-3/31 117 0 0 Broad. 90 10.39 0.00 1.08.08
0:00
5913 3 U6 Toccoa 10.40 10.40 Small Grain,Silage/Hay 10.5 9/1-3/31 1.17 0 0 Broad. 2 0.20 O.Ou 2.08 0.00
5913 3 U7 Toccoa 10.40 10.40 Small Grain,Silage/Hay 10.5 9/1-3/31 117 0 0 Broad. 12 0.78 0.00 8.10 0.00
5913 3 US Toccoa 10.40 10.40 Sma11 Grain,SilageFHay lOS 9/1-3131 117 0 0 Broad. 8 0.80 0.00 8.32 0.00
5913 3 1 U8 Toccoa 10,40 10:40 Small Grain,Silage/Hay 10.5 9/1-3/31 117 0 0 Broad. 2 0:20 0.00 2.09 JO.00
5913 3 U9 Toccoa 10.40 10.40 Small Grain,Silage/Hay 10.5 9/1-3/31 117 0 0 Broad. 3 0.30 0.00 3.15 0.00
5913 3 Ul Toccoa 10.40 10.40 Corn,Silage 26,0 2115-6/30 283 0 0 Broad. 218 25.17 0.00 261.79 0.00
5913 3 U6 Toccoa 10.40 10.40 Corn,Silage 26.0 2/15-6/30 283 0 0 Broad. 4 0.40 0.00 4.16
0.00
5913 3 U7 Toccoa 10.40 10.40 Corn,Silage 26.0 2/15-6/30 283 0 0 Broad. 30 1.95 0.00 20.25
0.00
5913 3 U5 Toccoa 10.40 10.40 Corn;Silage 26.0 .2/15-6/30 283 0 0 Broad. 18 1.80 0.00 18.72 0.00
5913 3 U8 Toccoa 10.40 10.40 Corn,Silage 26.0. 2/15-6/30 283 0 0 Broad. 4
0.40 0.00 4.17 0.00
5913 3 U9 Toccoa 10:40 1D.40 Corn,Silage 26.0 p r2/j5-6/30 283 0 0 Broad. 9 0.91 0.00 9.46 0.00
578602 Database Version 3.1 Date Printed:3/28/2014 WUT Page 18 of 20

Waste Utilization Table Year 1
Nitrogen Comm Res. Manure Liquid Solid Liquid Solid
PA Fert; (lbs/A) PA ManureA Manure Manure Manure
Nutrient Nutrient Nutrient pplied Applied Applied Applied
Req'd Applied Applied (acre) (am) (Field)
(lbs/A) Obs/A) (lbs/A) (Field)
Source Total Use, Applic• Applic. 1000
Tract Field ID Soil Series Acres Acres Crop RYE'` -,rPericd N N N Method N gaVA Tons 1000 gals tons
5913 4 UI Toccoa 9.40 9.40 Small Grain,Silage/Iiay 10.5 911-3/31 117 0 0 Broad. 90 10.39 0.00 97.68 0.00
5913 4 U6 Toccoa 9.40 9.40 Small Grain,Silage/Hay 10.5 9/1-3/31 117 0 0 Broad. 2 0.20 0.00 1.88 0.00
5913 4 U7 Toccoa 9.40 9.40 Small Grain,Silage/Hay 10.5 9/1-3/31 117 0 0 Broad. 12 0.78 0.00 7.32 0.00
5913 4 U5 Toccoa 9.40 9.40 Small Grain,Silage/Hay 110.5 9/1-3/31 117 0 0 Broad. 8 0.80 0.00 7.52 0.00
5913 4 U8. Toccoa 9.40 9.40 Small Grain,Silage/Hay 10.5 9/1-3/31 117 0 0 Broad. 2 0.20 0.00 1.89 0.00
5913 4 1 U9 Toccoa 9.40 9.40 Small Grain,-Silage/Hay 10.5 911-3f31 117 0 0 Broad. 3 0.30 0.00 2.85 0.00
5913 4 U1 Toccoa 9.40 9.40 Com,Silage 26.0 2/15-6/30 283 , 0 0 Broad. 218 25.17 0.00 236.61 0.00
5913 4 U6 Toccoa 9.40 9.40 Com,Silage 26.0 2/15-6/30 283 0 0 Broad. 4 0.40 0.00 3.76 0.00
5913 4 U7 Toccoa 9.40 9.40 Corn,Silage 26.0 2/15-6/30 283 0 0 Broad. 30 1.95 0.00 18.30 0.00
5913 4 U5 Toccoa 9.40 9,40 Com,Silage 26.0 2/15-6/30 283 0' 0 Broad. 18 1.80 0.00 16.92 0.00
5913 4 U8 Toccoa 9.40 9.40 Corn Silage 26.0 2/15-6/30 283 0 0 Broad. 4 0.40 0.00 3.77 .0.00
5913 4 U9 Toccoa 9.40 9.40 Com,Silage 26.0 2/15-6/30 283 0 0 Broad. 9 0.91 0.00 8.55 0.00
5913 5 U1 Toccoa 3.90 3.00 Small Grain,Silage/Hay 10.5 911-3/31 117 0 0 Broad. 90 10.39 6.00 31.18 0.00
5913 5 U6 Toccoa 3.90 3.00 Small Grain,Silage/Hay 10.5 9/1-3/31 117 0 0 Broad. 2 0.20 0.00 0.60 0.00
5913 5 U7 Toccoa 3.90 3.00 Small Grain,Silage/Hay 10.5 9/1-3/31 117 07 0. Broad. 12 0.78 0,00 2.34 0.00
5913 5 U5 Toccoa 3.90 3.00 Small Grain,Silage/Hay 10.5 9/1-3/31 117 0 0 Broad.. 8 0.80 0.00 2.40 0.00
5913 5 U8 Toccoa 3.90 3.00 Small Grain,Silage/14ay 10.5 9/1-3/31 117 0 0 Broad, 2 0.20 0.00 0.60 0.00
5913 5 U9 Toccoa. 3.90 3.00 Small Grain,Silage/Hay 10.5 9/1-3/31 117 0 0 Broad. 3 0.30 0.00 0.91 OAO
5913 5 UI Toccoa 3.90 3.00 Com,Silage 26.0 2/15-6/30 283 0 0 Broad. 218 25.17 0.001 75.52 0.00
5913 5 U6 Toccoa 3.90 3:00 Com;Silage 26.0 2/15-6/30 283 0 0 Broad. 4 0.40 0.00 1.20 0.00
5913 5 U7 Toccoa 3,90 3.00 Com,Silage 26.0 2/15-6/30 283 0 0 Broad. 30 1.95 0.00 5.84 0.00
5913 5 US Toccoa 3;90 3.00 Corn,Silage 26...0 2115-6/30 283 0 0 Broad. 18 1.80 0.00 5.40 0.00
578602 Database Version 3.1 Date Printed:3/28/2014 WUT Page 19 of 20

Waste Utilization Table Year 1
f
Nitrogen Comm Res. Manure Liquid Solid Liquid Solid
PA Fen. (lbs/A) PA ManureA Manure Manure Manure
Nutrient Nutrient Nutrient pplied Applied Applied Applied
Re9'd Applied Applied (a=) (acre) (Field) (Field)
Obs/A) (lbs/A) (lbs/A)
Source Total Use. Applic. Applic. 1000
Tract Field ID Soil Series Acres Acres Crop RYE ;,Pegod N N N Method N gal/A Tons 1000 gals tons
5913 5 U8 Toccoa 3.90 3.00 Corn,Silage 26.0 2/15-6/30 283 0 0 Broad. 4 0.40 0.00 1.20 0.00
5913 5 U9 Toccoa 3.90 3.00 Com,Silage 26.0 2/15-6/30 283 0 0 Broad. 9 0.91 0.00 2.73 0.00
VI 1 U1 Pacolet 5.00 5.00 Small Grain,Silage/Hay 7.2 Tons 9/1-3/31 80 0 0 Broad. 62 7.16 0.00 35.80 0,00
VI 1 U6 Pacolet 5_00 5.00 Small Grain,Silage/Hay 7.2 Tons 9/1-3/31 80 0 0 Broad. 1 0.10 0.00 0.50 0.00
VI 1 U7 Pacolet 5.00 5.00 Small Grain,Silage/I3ay 7.2 Tons 9/1-3/31 80 0 0 Broad. 8 0.52 0.00 2.60 0.00
VI 1 U5 Pacolet 5.00 5.00 Small Grain,Silage/Hay 7.2 Tons 9/1-3/31 80 0 0 Broad. 6 0.60 0.00 3.00 0.00
VI 1 U8 Pacolet 5.00 5.00 Small Grain,Silage/flay 7.2 Tons 911-3131 80 0 0 Broad. 1 0.10 0.00 0.50 0.00
VI 1 U9 Pacolet 5.00 5.00 Small Grain,Silage/Hay 7.2 Tons 911 3/31 80 0 0 Broad. 2 0.20 0,00 1.01 0,00
VI 1 Ul Pacolet 5,00 5.00 Corn,Silage 16.0 2/15-6/30 174 0 0 Broad. 134 15.47 0.00 77.36 0.00
VI 1 U6 Pacolet 5.00 5.00 Com,Silage 16.0 2/15-6/30 174 0 0 Broad. 2 0.20 0.00 1.00
0.00
VI 1 U7 Pacolet 5.00 5.00 Com,Silage 16.0 2/15-6/30 174 0 0 Broad. 18 1.17 OAD 5.84 0.00
VI 1 U5 Pacolet 5.00 5.00 Com,Silage 16.0 2/15-6/30 174 0 0 Broad. 11 1.10 0.00 5.50
0:00
VI 1 U8 Pacolet 5.00 5.00 Com,Silage 16.0t
-6/30 174 0 0 Broad. 2 0.20 0.00 1.00
0.00
VI 1 U9 Pacolet 5.00 5.00 Corn,Silage :I:.0 -6130 174 0 Q Broad. 6 0.61 0.00 3.03 0.00
Total Applied,1000 gallons 16,618.21
Total Produced,1000 gallons 12,109.10
Balance,1000 gallons -4,509.11
Total Applied,tons 0.00
Total Produced,tons 0.00
Balance,tons 0.00
Notes: 1. In the tract column,-Symbol means leased,otherwise,-owned.- 2. Symbol*means user entered data.
578602 Database Version 3.1 Date Printed:3/28/2014 WUT Page 20 of 20

s •
The Nutrient Management Recommendations table shown below provides an annual summary of the nutrient
management plan developed for this operation. This table provides a nutrient balance for the listed fields and crops
for each year of the plan. Required nutrients are based on the realistic yields of the crops to be grown, their nutrient
requirements and soil test results. The quantity of nutrient supplied by each source is also identified.
The total quantity ofnitrogen applied to each crop should not exceed the required amount. However,the quantity
of other nutrients applied may exceed their required amounts. This most commonly occurs when manure or other
byproducts are utilized to meet the nitrogen needs of the crop. Nutrient management plans may require that the
application of animal waste be limited so as to prevent over application ofphosphorous when excessive levels of
this nutrient are detected in a field. In such situations,additional nitrogen applications from nonorganic sources
may be required to supply the recommended amounts of nitrogen.
Nutrient Management Recommendations Test
YEAR U N P205 K20 Mg Mn Zn Cu Lime
(Ibs/A) (lbs/A) (lbs/A) (lbs/A) (lbs/A) (lbs/A) (lbs/A) (tons/A)
Tract Field 1057 1 Req'd Nutrients 117 50 0 0 0 0 0 0
Acres App.Period 11.51 9/1-3/31 Supplied By:
CROP Small Grain,Silage/Hay Starter 0 0 0 .0 0 0 0 0
Commercial Fert. 0 0 0 0 0 0 0 0
Soil Serieg Toccoa Residual 0 0 0 0 0 0 0 0
RYE I Sample Date 10.5 Tons 1 10-07-05 Manure '117 105 187 56 2 2 0 p
P Removal I Rating 57 lbs/ac. Medium BALANCE 0 55 187 56 2 21 0 0
Tract I Field 1057 4 Req'd Nutrients 115 0 0 0 0 0 0 0
Acres App.Period 10.70 9/1-3/31 Supplied By:
CROP Small Grain,Silage/Hay Starter 0 0 0 0 0 0 0 0
Commercial Fert. 0 0 0 0 0 [3 0 0
Soil Serie Masada Residual 0 0 0 0 0 01 0 0
RYE I Sample Date -10A Tons 02-10-05 Manure 115 103 184 55 2 2 0 0
P Removal Rating 561bs/ac. Medium BALANCE 0 103 184 55 2 2 0 0
LTract Field 1073 1 Req'dNutrients 117 0 150 0 0 6 0
cres App.Period 33.00 9/1-3131 Supplied By:
CROP Small Grain,Silage/Hay Starter 0 0 0 01 0 p 0 0 0
Commercial Fert. 0 0 0 01 0 0 0 0
Soil Series Toccoa Residual 0 0 0 0 0 U
0 0
RYE I Sample Date 10.5.Tons 12-29-04 Manure 117 105 187 56. 2 2 0 0
P Removal Rating 57 ibs/ac. Low BALANCE 0 105 37 56 2 -4 -2 0
Tract Field 10942 1 Req'd Nutrients 80 70 0 0 0 0 0 1
Acres App.Period 23.50 . 9/1-3131 Supplied By:
CROP Small Grain,Silage/Hay Starter 0 0 0 0 0 0 0 0
Commercial Fert. 0 0 0 0 0 0 0 0
Soil Series Pacolet Residual 0 0 0 01 0 0 0 0
RYE Sample bate 7.2 Tons 10-10-08 Manure 80 72 130 39 1 1 0 0
P Removal I Rating 39 lbs/ac. IMedium BALANCE 0 2 130 391 11 1 0 -1
578602 Database Version 3.1 Date Printed: 3/28/2014 NMR Page 1 of 15

a !
Nutrient Management Recommendations Test
YEAR U N P205 K20 Mg Mn I Zn I Cu Lime
(lbs/A) (lbs/A) Obs/A) (lbs/A) (lbs/A) (lbs/A) Obs/A) (tons/Ay
Tract Field 1112 1 Req'd Nutrients 70 50 .0 0 0 0 0 0
Acres App.Period 31.80 9/1-3/31 Supplied By:
CROP Small Grain,Silage/Hay Starter 0 0 0 0 0 0 _ 0 p
Commercial Fert. 0 0 0 p 0 0 0 p
Soil Series Pacolet Residual 0 0 0 0 0 0 0 0
RYE Sample Date 6.3 Tons 10-07-OS Manure 70 62 113 34 1 1 0 0
P Removal tRating 34 lbs/ac. Medium BALANCE 0 12 113 34 1 1 0 0
Tract Field 1112 2 Req'd Nutrients 0 0 0 0 0 0 0 0
Acres App.Period 1.50 9/1-3/31 Supplied By:
CROP Small Grain;.Silage/Hay I Starter 0 0 0 0 0 0 0 0
Commercial Fert. 0 0 0 0 0 0 0 0
Soil Series Chewacla:P Residual 0 0 0 0 0 0 0
D
RYE I Sample Date 0.0 Tons 10-07-05 Manure 0 0 0 0 .0 0 0 0
P Removal Raring 0lbs/ac. Medium BALANCE 0 0 0 -0 0 0 0 0
Tract I Field 1112 3/5 Req'd Nutrients 80 0 0 0 0 0,0 0
Acres App.Perioa 12.60 1 9/1-3131 Supplied By:
CROP- Small Grain,Silage/Hay Starter 0 0 01 0 0 0 01 0
Commercial Fert. 0 0 0 0 jj 0 0 0 0
Soil Series Pacolet Residual 0 0 0 0 0 0 0 0
RYE I Sample Date 7.2 Tons 1 10-07-05 Manure 801 72 130 39 1 1 0 0
PRemoval Rating 39lbs/ac. INIediurn BALANCE 0 72 130 39 1 1 0 0
Tract I Field 1112 6. Req'd Nutrients 80 0 0 0 0 0 0 0
Acres App.Period, 5.10 911-3/31 Supplied By:
CROP Small Grain,Silage/Hay Starter 0 0 0 01 0 0 0 0
Commercial Fert. 0 0 0 0 0 0 0 p
Soil Series Pacolet Residual 0 0 0 0 0 0 0
0
RYE Sample Date 7.2 Tons 10-07-05 Manure 80 72 130 39 1 1 1 0 0
P Removal Rating 39 lbs/ac. Medium BALANCE. 0 72 130 39 1 1 0 0
Tract Field 1113 12/13 Req'd Nutrients 1001 0 0 0 0 0 0 0
Acres App.Period 21.60 911-3/31` Supplied By:.
CROP Small Grain,Silage/Hay Starter 0 0` 0 0 0 0 0 0
Commercial Fert. 0 0 0 0 0 0 0 0
Soil Series Pacolet Residual 0 0 0 D 0 0 0 0
RYE I Sample.Date 9.0 Tons 10-07-05 Manure 99 l'58 47 1 2 0 0
89
P Removal Rating 49 Ibs/ac. ILOW BALANCE 1 -1 891 158 47 1 2 0 0
578602 Database Version 3.1 Date Printed: 3/28/2014 NMR Page 2 of 15

k s
Nutrient Management Recommendations Test
YEAR 0 N P205 K20 Mg Mn A Cu Lime
Obs/A) (lbs/A) (lbs/A) (lbs/A) (Ibs/A) (Ibs/A) (lbs/A) (tons/A)
Tract I Field 1115 2 Req'd Nutrients 80 0 0 0 0 0 0 0
Acres App.Period 8.70 9/1-3/31 Supplied By:
CROP Small Grain,Silage/Hay Starter 0 0 0 0 0 0 0 0
Commercial Fert. 0 0 0 0 0 0 0 0
Soil Series IPacolet Residual 0 0 0 0 0 0 0 0
RYE I Sample Date 7.2 Tons 1 07-05-07 Manure 80 72 130 39 1 .1 0 0
P Removal Rating 39 lbs/ac. Medium BALANCE 0 72 130 39 1 1 0 0
Tract Field 1115 4 ReWd Nutrients 70 0 0 .0 0 0 0 0
Acres App.Period 17.40 9/1-3/31 Supplied By: i
CROP Small Grain,Silage/Hay Starter 0 0 0 0 0 0 0 0
CommercialFert., 0 0 0 6 0 0 0 0
Soil Series Pacolet Residual 0 0 0 0 0 0 0 0
RYE. Sample Date 6:3 Tons 07-01-05 Manure 70 62 113 34 1 1 0 0
P Removal Rating 34 lbs/ac. Medium BALANCE 01 62 113 34 1 l 0 0
Tract Field 1115 5 Req'd Nutrients 80 0 0 0 0 0 0 0
Acres App.Period 6,80 9/1-3/31 Supplied By:
CROP Small Grain,Silage/Hay Starter 0 0 0 0 0 0 0 0
Commercial Fert. 0 0 0 6 0 0 0 0
Soil Series Pacolet Residual 0 0 0 0 0 0 0 0
RYE I Sample Date 17.2 Tons 07-05-05 Manure 80 72 130 39 1 1 0 0
P Removal I Rating '-39 lbs/ac. Low BALANCE 0 72 130 39 1 1 0 0
Tract I Field 1115 8 Req'd Nutrients 11.7 0 0 0 0 0 0 0
Acres App.Period 2.30 9/1-3/31 Supplied By:
CROP Small Grain,Silage/Hay Starter 0 0 0 0 0 a 0 0
CommercialFert. 0 0 0 0 0 01 0 0
Soil Series Toccoa Residual 0 01 0 0 0 0 0 0
RY8 I Sample Date ' 10.5 Tons 07-03-07 Manure 117 105 186 55 2 2 0 0
P Removal Rating 571bs/ac. Low BALANCE 0 105 186 55 2 2 0 0
Tract Field ills 9 Req'd Nutrients 117 0 0 0 0 0 0 0
Acres lApp.Period 7.90 •9/1-3/31 Supplied By:
CROP Small Grain;Silage/Hay Starter 0 0 01 0 0 0 0 0
Comm erci al Fert. 0 0 0 0 0 0 0 0
Soil Series Toccoa Residual 0 0 0 0 0 0 0 0
RYE Sample Date 10.5 Tons 07-03-07 Manure 117 105 186 55 2 2 0 0
P Removal Rating 571bsiac, Low BALANCE 0 105 186 55 2 2 0 0
578602 Database Version 3.1 Date Printed. 3/28/2014 NMR Page 3 of 15

Nutrient Management Recommendations Test
YEAR 0 N P205 K20 Mg Mn Zn Cu Lime
(lbs✓A) (lbs/A) (Ibs✓A) (lbs/A) (Ibs✓A) (Ibs✓A) (lbs/A) (tons/A)
Tract Field 1129 1 Req'd Nutrients 1177 100 0 0 0 0 0 1
Acres I App.Period 25.20 9/1-3/31 Supplied By;
CROP Small Grain,Silage/Hay Starter 0 0 0 0 0 0 0 0
Commercial Fert. 0 0 0 0 0 0 0 0
Soil Series Toccoa Residual 0 0• 0 0 0 0 0 0
RYE Sample Date 10.5 Tons 1 10-07-05 Manure 117 105 186 55 2 2 0 0
P Removal Rating 57 lbs/ac. Medium. BALANCE 0 5 186 55 2 2 0 -1
Tract I Field 1129 2,3 Req'd Nutrients 112 140 0 0 0 0 0 1
Acres I App.Period 14.70 9/1-3✓31 Supplied By:
CROP Small Grain,Silage/Hay Starter 01 0 0 0 0 0 0 0
Commercial Fert. 0 0 0 0 0 0 0 0
Soil Series Masada Residual 0 0 01 0 0 01 0 0
RYE `Sample Date 10.1 Tons 1 10-07-05 Manure 112 101 180 53 2 2 0 0
P Removal Rating 55 lbs/ac, Medium BALANCE 0 -39 180 53 2 2 0 -1
Tract I Field ?-1129 6, Req'd Nutrients 80 0 0 0 0 0 0 0
Acres App.Period -"' 4.70 9/1-3/31 Supplied By:
CROP Small Grain,Silage/Hay Starter 0 0 0 0 0 0 0 0
CommercialFert. 0 0 0 0 0 0 0 0
Soil Series Pacolet Residual 0 0 0 0 0 0 0 0
RYF- Sample Date 17.2 Tons 10-07-05 Manure 80 72 130 39 1 I 0 0
P Removal Rating 139 lbs/ac. Medium BALANCE 0 72 130 39 1 1 0 0
Tract Field `r1130 1A Req'd Nutrients 80 0 0 0 0 0 0 0
Acres App.Period --�a 13.70 9/1-3/31 Supplied By:
CROP Small Grain,Silage/Hay Starter 0 0 0 0 0 0 0 0
Commercial Fert. 0 0 0 0 0 0 0 0
Soil Series Pacolet Residual 0 0 0 0 0 0 0 0
RYE _Sample Date 7.2Tons 10-07-05 Manure 80 72 130 34 1 1 0 0
P Removal Rating 39 lbs✓ac. !Medium BALANCE 0 72 130 39 1 1 0 0
Tract - Field 1130 113 Req'd Nutrients 871 0 0 0 0 0 0 0
Acres App.Period 3.60 9/1-3/31 Supplied By:
CROP Small Grain,Silage/Hay Starter 0 0 0 0 0 0 0 0
CommercialFert. 0 0 0 0 0 0 0 0
Soil Series Pacolet Residual 0 0 0 0 0 0 0 0
RYE Sample Date 7.8 Tons 10-07-05 Manure 86 771 138 41 1 1 0 0
PRemoval I Rating 42lbs/ac, Medium BALANCE -1 77 138 41 1 1 0 0
578602 Database Version 3.1 Date Printed: 3✓28✓2014 NMR Page 4 of 15

Nutrient Management Recommendations Test
YEAR 0 N P205 K20 Mg Mn Zn Cu Lime
(lbs/A) (lbs/A) (lbs/A) (]bs/A)' (lbs/A) (lbs/A) (lbs/A) (tons/A)
Tract . Field 1.130 2 Req'd Nutrients 1171 0 0 0 0 0 0 0
Acres App.Period 2.80 9/1-3/31 Supplied By:
CROP Small Grain,Silage/Hay Starter 0 0 0 0 01 0 101 0
Commercial Fert. 0 0 0 0 0 0 0 0
Soil Series Toccoa Residual 0 0 0 0 0 0 0 0
RYE I Sample Date 10.5 Tons 10-07-05 Manure 117 105 186 55 2 2 0 0
P Removal Rating 57 lbs/ac. Low BALANCE , 0 105 186 5.5 2 21 0 0
Tract Field 1131 1 Req'd Nutrients 117 0 0 0 0 0 0 0
Acres App.Period 3.20 9/1-3/31 Supplied By:
CROP Small Grain,Silage/Hay Starter 0 0 0 0 0 0 0 0
Commercial Fert. 0 0 01 0 0 0 0 0
Soil Series Toccoa Residual 0 0 0 0 0 0 0 0
RYE I Sample Date 10.5 Tons 02-10-05 Manure 117 105 186 55 2 2 0 0
P Removal Rating 57 lbs/ac: Medium BALANCE 0 105 186 55 2 21 0 0
Tract I Field 1131 2 Req'd.Nutrients 109 0 0 0 0 0 0 0
Acres App.Period 4.60 9/1-3/31 Supplied By:
CROP Small Grain,Silage/Hay Starter 0 0 0 0 0 0 *0 0
Commercial Fert. 0 0 0 0 0 0 0 0
Soil Series State-P Residual 0 0 0 0 0 01 " 0 0
RIB Sample Date 9.8Tons 02-10-05 Manure 109 99 177 52 2 2 �0 0
P Removal I Rating ` 53 lbs/ac. Medium' BALANCE 0 99 177 52 2 2 0 0
Tract I Field 1131 3 Req'd Nutrients 109 0 0 0 0 0 10 0
Acres App.Period 33.10 9/1-3/31 Supplied By:
CROP Small Grain,Silage/Hay Starter 0 0 0 0 0 0 .0 0
Commercial Fert. 0 0 0 0 0 0 0 0
Soil Series State-P Residual 0 0 0 0 0 0 0 0
RYE Sample Date 9.8 Tons I ,02-10-05 Manure 109 99 177 52 2 2 0 0
P Removal Rating 53 lbs/ac. Medium BALANCE 0 99 177 52 2 2 0 0
Tract Field 1131 5 Req'd Nutrients 117 0 0 0 0 0 0 0
Acres App.Period 19.00 9/1-3/31 Supplied By:
CROP Small Grain,Silage/Hay Starter 0 0 0 0 0 0 0 0
CommercialFert. 0 0 0 0 0 0 0 0
Soil Series Toccoa Residual 0 0 0 0 0 0 0 0
RYE Sample Date 10.5 Tons 04-13-07 Manure 117 105 186 55 2 2 0 0
P Removal Rating 1 57 lbs/ac. %'tedium BALANCE 0 1051 1.86 55 2 2 0 0
578602 Database Version 3.1 Date Printed: 3/28/2014 NMR Page 5 of 15

Nutrient Management Recommendations Test
YEAR 0 N P205 K20 Mg Mn Zn Cu Lime
(lbs/A) (Ibs/A) (lbs/A) (]bs/A) (Ibs/A) (Ibs/A) Obs/A) (tons/A)
Tract Field 1157 4 Req'd Nutrients 117 0 0 0 0 0 .0 0
Acres I App.Period 29.00 9/1-3/31 Supplied By:
CROP Small Grain,Silage/Hay Starter 0 0 0 0 0 0 0 0
CommercialFert. 0 0 0 0 0 0 0 0
Soil Series Toccoa Residual 0 ,0 0 0 0 0 0 0
RYE I Sample Date 10.5 Tons 04-13-07 Manure 117 105 186 55 2 2 0 0
P Removal Rating 57 lbs/ac. Medium BALANCE 01 105 186 55 2 2 0 0
Tract Field 1218 1 Req'd Nutrients 56 0 0 0 0 0 0 0
Acres App.Period 6.20 9/1-3/31 Supplied By:
CROP Small Grain;Silage/Hay Starter 0 0 0 0 0 0 0 0
Commercial Fert. 0 0 0 0 0 0 0 0
Soil Series Buncombe Residual 0 0 0 0 0 0 0 0
RYE I Sample Date 5.0 Tons 12-29-04 Manure 56 50 91 28 1 1 0 0
P Removal Rating 27 lbs/ac. Low BALANCE 0 50 91 28 1 1 0 0
Tract Field i 1218 3 Req'd Nutrients IN 0 70 0 0 0 "0.yam 0
Acres App.Period t 13.40 9/1-3/31 Supplied By:
CROP Small Grain,Silage/Hay Starter 0 0 0 0 0 0 0 0
CommercialFert. 0 0 0 0 0 0 0 0
Soil Series Toccoa Residual 0 0 0 0 0 0 0 0
RYE Sample Date 10.5 Tons 12-29-04 Manure 117 105 186 55 2 2 0 0
P Removal Rating 57 lbs/ac. Low BALANCE 0 105 116 55 2 2 0 0
Tract Field 253 1/2 Req'd Nutrients 56 0 20 0 0 0 0 1
Acres App.Period ;. 38.10 9/1-3/31 Supplied By:
CROP Small Grain,Silage/Hay Starter 0 0 0 0 0 0 0 0
CommercialFert. 0 0 0 0 0 0 0 0
Soil Series Buncombe Residual 0 0 0 0 0 01 0 0
RYE I Sample Date 5.0 Tons 12-29=0 Manure 56 50 91 28 1 1 0 0
P Removal Rating 27 lbs/ac. Low BALANCE 0 50 71 28 1 1 0 -1
Tract Field 5913 1 Req'd Nutrients 117 130 10 0 0 0 0 1
Acres App.Period 17.40 9/1-3/31 Supplied By:
CROP Small Grain,Silage/Hay Starter 0 0 0 0 0 0 0 0
Commercial Fert. 0 0 0 0 0 0 0 0
Soil Series Toccoa Residual 0 0 0 0 0 0 . 0 0
RYE Sample Date 10.5 Tons 1 10-05-05 Manure 117 105 186 55 2 2 0 0
P Removal Rating 57 Ibs/ac. Medium BALANCE 1 0 -25 176 55 2 2 0 -1
578602 Database Version 3.1 Date Printed: 3/28/2014 NMR Page 6 of 15

y v �
Nutrient Management Recommendations Test
YEAR 0 N P205 K20 Mg - Mn Zn Cu Lime
(Ibs/A) (lbs/A) (Ibs/A) Obs/A) Obs/A) {Ibs/A) (Ibs/A) (tons/A)
Tract I Field 5913 2 Req'd Nutrients 117 0 0 0 0 0 0 p
Acres App..Period 2.30 9/1-3/31 Supplied By:.
CROP Small Grain,Silage/Hay Starter 0 0 0 0 0 0 0 0
Commercial Fert, 0 0 0 0 0 0 0 0
Soil Series Toccoa Residual 0 0 0 0 0 01 0 0
RYE I Sample Date 10.5 Tons 1 10-05-05 Manure 1171 105 186 55 21 2 0 0
P Removal Rating 57 lbs/ac, Low BALANCE 0 105 186 55 2 2 0 0
Tract Field 5913 3 Req'd Nutrients 117 0 0 0 0 0 0 0
Acres App:Period 10.40 9/1-3/31 Supplied By;
CROP Small Grain,Silage/Hay Starter 0 0 0 0 0 0 0 0
CommercialFert. 0 0 0 0 0 0 0 0
Soil Series Toccoa Residual 0 0 0 0 0 0 0 0
RYE I Sample Date 10.5 Tons 1 10-07-05 Manure 117 105 186 55 2 2 0 0
P Removal Rating 571bs/ac. Low BALANCE 0 105 186 35 2 2 0 0
Tract, Field 5913 4 Req'd Nutrients 117 180 30 0 0 0 0 _. 0
Acres App.Period 9,40 9/173/31 Supplied By:
CROP` Small Grain;Silage/Hay Starter 0 0 0 0 0 0 0 0
Commercial Fert. 0 0 0 0 0 0 0 0
Soil Series Toccoa Residual 0 0 0 0 0 0 0 0
RYE I Sample Date 10.5 Tons 10-05-05 Manure 117 105 186 55 2 21 0 0
f,�
Removal Rating 57 lbs/ac. Low BALANCE 0 25 156 55 2 2 0 0
Tract Field 5913 5 Req'd Nutrients 117 60 20 .0 0 0 0 - 0
cres App.Period 3.00 9/1-3/31 Supplied By:
CROP Small Grain,Silage/Hay Starter 0 0 0 0 0 0 0 0
Commercial Fert. 0 0 0 0 0 6 0 0
Soil Series Toccoa Residual 0 0 0 0 0 0 0 0
RYE I Sample Date 10.5 Tons 1 10-05-05 Manure 117 105 186 55 2 2 0 0
P Removal I Rating 57 lbs/ac. tow BALANCE 0 45 166 55 2 2 0 0
Tract Field VI 1 Req'd Nutrients 80 0 0 0 0 0 0 0
Acres.App.Period 5.00" 9/1-3/31 Supplied By: .
CROP Small Grain,Silage/Hay Starter 0 0 0 0 0 0 0 0
Commercial Fert. 0 0 0 0 0 01 0 0
Soil Series Pacolet Residual 0 0 0 0 0 0 0 0
RYE Sample Date 7.2 Tons 10-07-05 Manure 80 72 130 39 1 1 0 0
P Removal Rating 39 lbs/ac, !Medium BALANCE 0 721 130 39 1 1 0 0
NOTE: Symbol*means user entered data.
578602 Database Version 3.1 Date Printed: 3/28/2014 NMR Page 7 of 15

Nutrient Management Recommendations Test
YEAR 1 N P205 K20 Mg Mn Zn Cu Lime
(lbs/A) (Ibs/A) (Ibs/A) (Ibs/A) Obs/A) (lbs/A) (lbs/A) (tons/A)
Tract Field 1057 1 Req'd Nutrients . 283 0 0 0 0 0 0 1 0
Acres App.Period 11.50 2/15-6/30 Supplied By:
CROP Com,Silage Starter 0 0 0 0 0 01 0 0
CommercialFert, 0 0 0 0 0 0 0 0
Soil Series Toccoa Residual 0 0 0 0 0 0 0 0
RYE I Sample Date 26.0 Tons 10707-05 Manure 283 252 446 134 4 5 1 0
P Removal. Rating 88 lbs/ac. Medium BALANCE 0 252 -446 134 4 5 1 0
Tract I Field 1057 4 Req'd Nutrients 249 10 20 0 0 01 0 0
Acres App.Period 10.70 1 2/15-6130 Supplied By:
CROP Com,Silage Starter 0 0 01 0 0 0 0 0
CommercialFert. 0 0 0 0 0 0 0 0
Soil Series Masada Residual 0 0 0 0 0 0 0 0
RYE I Sample Date 22.8 Tons 02-10-05 Manure 249 222 394 118 3 4 1 0
P Removal Rating 78 lbs/ac. Medium BALANCE 0 212 374 .118 3 4 1 0
Tract Field k 10657 2 Req'd Nutrients 182 0 7n 0 0 0 0 0
Acres App.Period 5.80 871-7/31 Supplied By.-
CROP Fescue Hay Starter 0 0 0 0 0 0 0 0
CommercialFert. 0 0 0 0 0 0 0 0
Soil Series Pacolet Residual 0 0 0 0 0 0 0 0
RYE I Sample Date 4.1 Tons 12-29-04 Manure 181 161 283 85 3 3 1 0
P Removal Rating "64 Ibs/ac. Low BALANCE -1 161 213 85 3 3 1 0
Tract Field y 1073 1 Req'd Nutrients 283 0 220 0 0 0 0 0
Acres I App.Period �- 33.00 2/15-6/30 Supplied By:
CROP Com,Silage Starter 0 0 0 0 0 0 0 0
Commercial Fert. 0 0 0 0 0 0 n 0
Soil Series Toccoa Residual 0 0 0 0 0 0 0 0
RYE I Sample Date 26.0 Tons 12-29-04 Manure 283 252 446 134 4 5 1 0
P Removal Rating 88 lbs/ac. Low BALANCE 0 252 .226 134 4 5 1 0
Tract Field 1073 2 Req'd Nutrients 173 0 0 0 0 0 0 1
Acres App,Period 12.00 8/1-7/31 Supplied By:
CROP Fescue Hay Starter 0 01 0 0 0 0 0 0
CommercialFert. 0 0 0 0 0 0 0 0
Soil Series Pacolet Residual 0 0 0 0 0 0 0 0
RYE Sample Date 3.9 Tons 08-09-09 Manurel 172 153 271 82 2 3 1 0
P Removal I Rating 61 lbs/ac. Low BALANCE -11 153 271 821 2 3 1 -1
578602 Database Version 3.1 Date Printed: 3/28/2014 NMR Page 8 of 15

Nutrient Management Recommendations Test
YEAR 1 N P205 K20 Mg Mn Zn Cu Lime
(lbs/A) (lbs/A) (Ibs/A) (lbs/A) (lbs/A) (lbs/A) '(lbs/A) (tons/A)
Tract Field 1073 3 Req'd Nutrients 160 0 0 0 0 0 0 1
Acres App.Period 32.00 8/1-1/31 Supplied By:
CROP Fescue Hay Starter 0 0 0 0 0 0 0 0
Commercial Fert. 0 0 0 0 0 0 0 0
Soil Series Masada Residual 0 0 0 0 0 0 0 0
RYE I Sample Date 3.6 Tons 1 08-09-09 Manure 160 142 252 76 2 3 1 0
P Removal Rating 57 lbs/ac. Low BALANCE 01 1421 252 76 2 3 1 -1
Tract Field 10942 1 Req'd Nutrients 174 80 40 0 0 0 0 0
Acres App.Period 23.50 2/15-6/30 Supplied By:
CROP Corn,Silage Starter 0 0 0 0 0 0 0 0
Commercial Fert. 0 Oi 0 0 0 0 0 0
Soil Series Pacolet Residual 0 0 0 0 0 0 0 0
RYE I Sample Date 16.0 Tons 10-10-08 Manure 173 154 273 82 2 3 1 0
P Removal Rating 54 lbs/ac. Niedium BALANCE -1 74 233 82 2 3 11 0
Tract I Field 1112 1 Req'd Nutrients 153 70 40 0 0 0 0 0
Acres App.Period 3 1.80 2/15-6/30 Supplied By: r
CROP C6rn,Silage Starter 0 0 0 0 0 0 0 0
Commercial Fert. 0 0 0 0 0, 01 t0 0
Soil Series Pacolet Residual 0 0 0 0 0 0 0 0
RYE I Sample Date `14.0 Tons. 10-07-05 Manure 153 136 242 73 2 2 1 0
P Removal Rating °48 lbs/ac. Medium BALANCE 0 66 202 73 2 2 1 0
Tract I Field "!'1112 2 Req'd Nutrients 2911 0 40 0 0 0 -,0 0
Acres App.Period 1.50 2/15-6/30 Supplied By:
CROP Corn,Silage Starter 0 0 0 0 0 0 0 0
Commercial Fert. 0 0 11 0 0 0 0 0
Soil Series Chewacla-P Residual 0 0 0 0 0 0 0
0
RYE I Sample Date 28.0 Tons 10-07-05 Manure 291 260 462 139 4 5 I 0
fPRemoval Rating 95 lbs/ac. Medium BALANCE 0 260 422 139 4 5 1 0
Tract , Field 1112 3/5 Req'd Nutrients 174 0 10 0 0 0 0 0
cres App.Period 12.60 2/15-6/30 Supplied By:
CROP Corn, Silage Starter 0 0 0 0 0 0 0 0
CommercialFert., 0 0 0 0 0 0 0 0
Soil Series Pacolet Residual 0 0 0 0 0 0 0 0
RYE Sample Date 16.0 Tons 10-07-05 Manure 173 154 273 82 2 3 11 0
IP Removal Rating 541bs/ac. Medium BALANCE -1 154 263 82 21 3 1 0
578602 Database Version 3.1 Date Printed: 3/28/2014 NMR Page 9 of 15

y . Y
Nutrient Management Recommendations Test
YEAR 1 N P205 K20 Mg Mn Zn Cu Lime
(lbs/A) (lbs/A) (Ibs/A) (Ibs/A) (lbs/A) (Ibs/A) (Ibs/A) (tons/A)
Tract Field 1112 6 Req'd Nutrients 174 0 40 0 0 0 0 p
Acres App.Period 5.10 2/15-6/30 Supplied By:
CROP Corn, Silage Starter 0 0 0 01 0 0 0 0
Connnercial Fert. 0 0 0 0 0 0 0 p
Soil Series Pacolet Residual 0 0 0 0 0 0
D o
[RYE Sample Date 16,0 Tons 1D-07-05 Manure 173 154 273 82 2 3 1 p
Roval Rating 541bs/ac, :tedium BALANCE -1 154 233 82 2 3 1 0
mft�Tract Field 1113 12/13 Req'd Nutrients 218 0 20 0 0 0 0 0
cres App.Period 1 2I.60 2/15-6/30 Supplied By:
CROP Corn,Silagc Starter 0 0 0 D,. 0 0 0 0
Comm erci al Fert. 0 0 0 0 0 0 p p
Soil Series Pacolet Residual 0 0 0 0 0
0 0 0
RYE I Sample Date 20.0 Tons. 10-07-05 Manure 218 194 344 103 3 4 1 0
P Removal I Rating 681bs/ac. ILow BALANCE 0 194 324 103 3 4 1 0
Tract I Field 1115 2 Req'd Nutrients 174 0 01 0 0 0 0
Acres App.Period 8.70 1 2/15-6/30 ISupplied By:
CRO) 'Corn,Silage. Starter 0 0 0 0 0 0 0 0
Commercial Fert. 0 0 0 0 0 0 r' 0 0
Soil Series,Pacolet Residual 0 0 D D 0 0 0 0
RYE Sample Date 16.0 Tons 07-05-07 Manure 173 154 273 82 2 3 �;1 0
P Removal Rating 54 lbs/ac. Medium BALANCE -1 154 273• 82 2 3 1 0
Tract Field 1115 4 Req'd Nutrients 1531 0 0 0 0 0 p U
Acres App.Period 17.40 2/15-6/30 Supplied By:
CROP Corn, Silage Starter 0 0 0 0 0 0 0 0
Commercial Fert. 0 0 01 0 0 0 0 D
Soil.Series Pacolet Residual •D 0 0 0
0 0 0 0
RYE I Sample Date 14.0 Tons 07-01-05 Manure 153,1 136 242 731 2 2 1 D
P Removal Rating 48 lbslac. Medium BALANCE 0 136 242 73 2 21 1 0
Tract Field 1115 5 Req'd Nutrients 174 0 U 0 0 0 0 0
Acres App.Period 6.80 2/15-6/30 Supplied By:
CROP Corn,Silage Starter 0 0 0 0 0 0 0 p
Commercial Fert. 0 0 0 0 0 0 0 0
Soil Series Pacolet Residual 0 0 0 0 0 0 0 0
RYE Sample Date 16.0 Tons 07-05-05 Manure 173 154 273 82 2 3 1 0
P Removal Rating 541bs/ac. Low BALANCE -1 154 273 82 2 3 1 0
578602 Database Version 3.1 Date Printed: 3/28/2014 NMR Page 10 of 15

Nutrient Management Recommendations Test
YEAR 1 N P205 K20 Mg Mn Zn Cu 1 Lime.
(lbs/A) (lbs/A) (lbs/A) (lbs/A) Qbs/A) (lbs/A) (lbs/A) (tons/A)
Tract Field 1115 8 Req'd Nutrients 283 0 0 0 0 0 0 0
Acres App.Period 2.30 2/15-6/30 Supplied By:
CROP Corn,Silage Starter 0 0 0 0 0 0 01 0
Commercial Fert. 0 0 0 0 0 0 0 0
Soil Series Toccoa Residual 0 0 0 0 0 0 0 0
RYE I Sample Date 26.0 Tons 07-03-07 Manure 283 252 446 134 4 5 1 0
P Removal Rating 88 lbs/ac. Law. BALANCE 0 252 4461134 4 .5 1 0
Tract Field ills 9 Req'd Nutrients 283 0 0 0 0 0 0 0
Acres I App.Period 7,90 2/15-6/30 Supplied By: .
CROP Corn;Silage Starter 0 0 0 0 0 0. 0 p
Commercial Fert. 0 0 0 0 0 0 .0 0
Soil Series Toccoa Residual 01 0 0 0 0 0 0 0
RYE I Sample Date 26.0 Tons 07-03-07 Manure 283 252 446 134 4 5 1 0
P Removal Rating 88 lbs/ac. Low BALANCE 0 2521446 134 4 5 1 0
Tract Field 1129 1 Req'd Nutrients 283 110 0 0 0 0 0 0
Acres App.Period"",t, 25:20 2/15-6/30 Supplied By:
CROP Corn,Silage Starter 0 0 0 0 0 0 0 0
Commercial Fert. 0 0 0 0 0 0 0 0
Soil Series Toccoa Residual 0 0 0 0 0 0 ,0
0
RYE I Sample Date 26.0 Tons 10-07-05 Manure 283 252 446 134 4
S i 0
P Removal Rating 88 lbs/ac. Medium BALANCE 0 142 446 134 4 5 a 1 0
Tract Field 1129 2,37Supplied
trients 241 140 1 n 01 0 0 0 ' 0
Acres App.Period * 14.70 2/15-6/3 :
CROP Corn,SilageStarter 0 0 0 0 0 0 0
Commercial Fert. 0 0 0 0 0 0 0 0
Soil Series Masada Residual 0 0 0 0 0 0 0 0
RYE I Sample Date 22.1 Tons 10-07-05 Manure 2411 214 383 115 3 4 1 0
P Removal Rating 7S lbs/ac. Medium' BALANCE 0 74 `373 115 3 4 1 0
Tract Field, 1129: 6 Req'd Nutrients 174 0 0 0 0 0 0 0
Acres I App.Period 4.70 2/15-6/30 Supplied By:
CROP Corn,Silage Starter 0 0 0 0 0 0 0 0
CommercialFert. 0 0 0 0 0 0 0 0
Soil Series Pacolet Residual 0 0 0 0 0 0 0 0
RYE Sample Date 16.0 Tons 10-07-05 Manure 173 154 273 82 2 3 1 0
P Removal I Rating 541bs✓ac, I.Medium I BALANCE -1 154 273 821 2 3 1 0
578602 Database Version 3 1 Date Printed: 3/28/2014 NMR Page 11 of 15

Nutrient Management Recommendations Test
LTract
AR 1 N P205 K20 Mg Mn Zn Cu ,Lime
(lbs/A) (lbs/A) (lbs/A) (lbs/A) (Ibs/A) (Ibs/A) (lbs/A) (tons/A)
Field 1130 IA Req'd Nutrients 174 0 0 0 0 0 0 0
App.Period 1170 2/15-6/30 Supplied By:
CROP Corn, Silage Starter 0 0 0 0 0 0 0 0
Commercial Fert. 0 0 0 0 0 0 0 0
Soil Series Pacolet Residual 0 0 0 0 0 0 0 0
RYE I Sample Date 16.0 Tons 10-07-05 Manure 173 154 273 82 2 3 1 0
P Removal Rating 54 lbs/ac. Medium BALANCE -1 154 273 821 2 3 1 0
Tract I Field 1130 113 Req'd Nutrients 190 0 0 0 0 0 0 0
Acres I App.Period 3.60 2/15-6/30 Supplied By:
CROP Corn,Silage Starter 0 0 0 0 0 0 0 0
Commercial Fert. 0 0 0 0 0 0 0 0
Soil Series Pacolet Residual 0 0 0 0 0 0 0 0
RYE I Sample Date 17.4 Tons 10-07-05 Manure 189 168 298 90 3 3 1 0
P Removal Rating 591bs/ac. Medium BALANCE -1 168 298 90 3 3 1 0
Tract Field 1130 2 Req'd Nutrients 283 0 0 0 0 0 "! 0 0
Acres App.Period " 2.80 2/15-6/30 ISupplied By:
CROP Coln,Silage Starter 0 0 0 0 0 .0 6 0
Commercial Fert. 0 0 0 0 0 0 0 0
Soil Series Toccoa Residual 0 0 0 0 0 0 0 0
RYE Sample Date 26.0 Tons 10-07-05 Manure 283 252 .446 134 4 5 1 0
P Removal Rating '88 lbs/ac. tow I . BALANCE 0 252 4461 134 4 5 1 0
Tract Field 1131 1 Req'd Nutrients 283 0 0 0 0 0 470 0
Acres App.Period 3.20 2/15-6/30 Supplied By: ;,r.
CROP Corn,Silage Starter 0 0 0 0 0 0 0 0
Commercial Fert. 0 0 .0 0 0 0 0 0
Soil Series 1 occoa. Residual 0 0 0 0 0 0 0 0
RYE Sample Date 26.0 Tons 1 02-10-05 Manure 283 252 446 134 4 5 1 0
P Removal Rating 881bs/ac. Medium BALANCE .0 252 446 134 4 5 1 0
Tract : Field 1131 2 Req'd Nutrients 245 0 0 0 Il 0 0 0
Acres.App.Period 4.60 2/15-6/30 Supplied By:
CROP Com,Silage Starter 0 0 0 0 0 0 0 0
Commercial Fert. .0 0 0 0 0 0 0 0
Soil Series. State-P Residual 0 0 0 0 0 0 01 0
rp
YE Sample Date 22.5 Tons 02-10-05 Manure 245 217 387 117 3 4 1 0
Removal Rating 77 lbs/ac. Medium BALANCE 1 0 217 387 117 3 4 1 0
578602 Database Version 3.1 Date Printed: 3/28/2014 NMR Page 12 of 15

Nutrient Management Recommendations Test
YEAR 1 N P205 K20 Mg Mn Zn Cu Lime
Obs/A) I (lbs/A) (lbs/A) (]bs/A) (]bs/A) (lbs/A) (lbs/A) (tons/A)
Tract Field 1131 3 Req'd Nutrients 245 0 0 0 0 0 0 0
Acres App.Period 33.10 2/15-6/30. Supplied By:
CROP Com,Silage Starter 0 0 0 0 0 0 0 0
Commercial Fat. 0 0 0 .0 0 0 0 0
Soil Series State-P Residual 01 0 0 0 0 0 0 0
RYE I Sample Date 22.5 Tons 02-10-05 Manure 245 217 387 117 3 4 1 0
P Removal Rating 77 lbs/ac. Medium BALANCE 0 217 387 117 3 4 1 0
Tract Field 1131 5 Req'd Nutrients 283 0 10 0 0 0 0 0
Acres App.Period 19.00 2/15-6/30 Supplied By:
CROP Corn,Silage Starter 0 0 0 0 0 0 0 0
Commercial Fert. 0 0 0 0 0 0 0 0
Soil Series Toccoa Residual 0 0 0 0 0 0 0 0
RYE I Sample Date 26.0 Tons 04-13-07 Manure 283 252 446 134 4 5 1 0
P Removal. Rating 88 lbs/ac.. tiledium BALANCE 0 252 436 134 4 5 1 0
Tract Field 1157 4 Req'd Nutrients 283 0 30 0 0 0 „`i,�0 0
Acres App.Period 29.OQ 2/15-6/30 Supplied By:
CROP 06rn,Silage Starter 0 0 0 0 0 0 0 0
CommercialFert. 0 0 0 0 0 O o 0
Soil Series Toccoa Residual 01 0 0 0 0 0 40 0
RYE Sample Date �26.0 Tons 04-13-07 Manure 283 252 446 134 4 5 1 p
P Removal I Rating `88 lbs/ac. Medium BALANCE 0 252 416 134 4 5 1 0
t
Tract I Field 1218 1 Req'd Nutrients 109 0 10 0 0 0 4 0 0
Acres App.Period 'T 6.20' 2/15-6/30 Supplied By:
CROP Comp Silage Starter 0 0 0 0 0 0 0 0
Commercial Fert. 0 0 0 0 0 0 0 0
Soil Series Buncombe Residual 0 0 0 .0 0 0 0 0
RYE Sample Date 10.0 Tons 12-29-04 Manure 108 97 1711 51 2 2 0 0
P Removal Rating 341bs/ac. Low BALANCE -1 97 161 51 2 2 0 0
Tract Field 1218 3 RegU Nutrients 283 0 130 0 0 0 0 0
Acres App.Period 13.40 2/15-6/30 Supplied By:
CROP Corn,Silage Starter 0 0 0 0 .0 01 0 0
Commercial Fert. 0 0 0 0 0 0 0 0
Soil Series Toccoa Residual 0 0 0 0 0 0 0 0
RYE I Sample Date 26.0 Tons 12-29-04 Manure 283 252 446 134 4 5 1 0
P Removal I Rating 1 88 lbs/ac. ILow I BALANCE 0 252 316 134 4 5 1 0
578602 Database Version 3.1 Date Printed: 3/28/2014 NMR Page 13 of 15

Nutrient Management Recommendations Test
YEAR 1 N P205 K20 Mg Mn Zn Cu Lime
(Ibs/A) (Ibs/A) (ibs/A) (Ibs/A) (lbs/A) (Ibs/A) (Ibs/A) (tons/A)
Tract Field 253 1/2 Req'd Nutrients 109 20 70 0 0 0 0 0
Acres I App.Period 38.10 2/15-6/30 Supplied By:
CROP Corn,Silage Starter 0 0 0 0 •0 Oj 0 0
CommercialFert. 0 0 0 0 0 01 0 0
Soil Series Buncombe Residual 0 0 0 0 0 0 0 0
RYE I Sample Date 10.0 Tons 12-29-04 Manure 108 97 in51 2 2 0 0
P Removal Rating 34 Ibs/ac. I_ow BALANCE -1 77 101 E51 2 2 0 0
Tract I Field 5913 1 Req'dNutrients 283 140 50 0 0 0 0 0
Acres App.Period 17.40, 2/15-6/30 Supplied By:
CROP Corn,Silage Starter 0 0 0 0 0 01 0
0
Commercial FerL 0 0 0 0 0 0 0 0
Soil Series Toccoa Residual 0 0 0 0 01 0 0 0
RYE I Sample Date 26.0:Tons 1 10-05-05 Manure 283 252 446 134 4 5 1 0
P Removal Rating 88lbs/ac. Medium BALANCE 0 112 396 134 4 5 1 0
Tract Field 5913 2 .. Req'd Nutrients 283 10 50 0 0 0 0 0
Acres App.Period 44 2.30 2/15-6/30 Supplied By
CROP Com;Silage Starter 0 0 0 0 0 0 0 Y
0
Commercial Felt. 0 0 0 0 0 0 0 0
Soil Series Toccoa Residual 0 0 0 0 0 0 0 0
RYE Sample Date -26.0 Tons 1 10-05-05 Manure 283 252 446 134 4 5 1 6
P Removal Rating L88 lbs/ac. Low BALANCE 0 242 396 134 4 5 1 0
Tract Field , �5913 3 Req'd Nutrients 283 0 40 0 0 0 0 ' 0
Acres App.Period k' 10.40 2/15-6/30 Supplied By:
CROP Com;Silage Starter 0 0 0 0 0 0 0 0
Commercial Fert. 0 Oi 0 0 0 0 0 0
Soil Series Toccoa I Residual 0 0 0 0 0 0 0
0
RYE I Sample•Date 26.0 Tons 10-07-05 Manure 283 252 446 134 4 5 1 0
P Removal Rating 88 lbs/ac. Low BALANCE. . 0 252 406 134 4 5 1 0
Tract Field 5913 4 Req'd Nutrients '283 90 90 0 0 0 0 0
Acres App.Periodl 9.40 2/15-6/30 Supplied By:
CROP Com;Silage Starter 0 0 0 0 0 0 0 0
Commercial Fert. 0 0 0 0 0 0 0 0
Soil Series Toccoa Residual 0 0 0 0 0 0 0 0
RYE I Sample Date 26.0 Tons 10-05-05 Manure 283 252 446 134 4 5 1 0
P Removal Rating 1 8 lbs/ae. ILow BALANCE 0 162 356 134 41 51 1 0
578602 Database Version 3.1 Date Printed: 3/28/2014 NMR Page 14 of 15

Nutrient Management Recommendations Test
YEAR 1 N P205 K20 Mg Mn Zn Cu Lime
(Ibs/A) (Ibs/A) I (lbs/A) (Ibs/A) (lbs/A) (lbs/A) (lbs/A) (tons/A)
Tract Field 5913 5 Req'd Nutrients 283 70 70 0 0 0 0 0
Acres App.Period 3.00 2/15-6/30 Supplied By:,
CROP Corn,Silage Starter 0 0 0 0 0 01 0 0
Commercial Fert. 0 0 0 0 0 0 0 0
Soil Series Toga Residual 0 0 0 0 0 0 0 0
RYE I Sample Date 26.0 Tons 1.0-05-05 Manure 283 252 446 134 4 5 1 0
P Removal Rating 88 lbslac. Low BALANCE 0 182 376 134 41 5 1 0
FTract Field VI App.Period 50 1 Req'd Nutrients 174 0 0 0 0 0 0 0
Acres . 0 -2/15-6/30 Supplied By.
CROP (Corn,Silage Starter 0 0 0 0 0 0 0 0
Commercial Fert. 0 0 0 0 0 01 0 0
Soil Series Pacolet Residual 0 0 0 0 0 0 0 0
RYE I Sample Date 16.0 Tons 10-07-0 Manure 173 154 273 82 2 3 1 0
P Removal Rating 541bs/ac. IMediurn BALANCE -1 154 273 82 2 3 1 0
NOTE, Symbol*means user entered data,
578602 Database Version 3.1 Date Printed: 3/28/2014 NMR Page 15 of 15

The Required Soil Test Values shown in the following table provide a summary of recommended actions that should be taken if soil tests indicate
excessive levels of copper or zinc. Fields that receive manure must have;an annual-soil,analysis for these elements. High levels of zinc and copper
can adversely affect plant growth. Alternative crop sites must be used when the concentr"ation'of these metals approach excessive levels. Site life can
be estimated by dividing the amount of copper and zinc to be applied in lbs/acre by 0.036 and 0.071,respectively and multiplying the result by 0.85.
By adding this quantity to the current soil index for copper or zinc,we can predict life of the site for waste disposal.
In addition to copper and zinc indices,this table also provides a summary of lime recommendations for each crop based on the most recent soil
sample. Application of lime at recommended rates is necessary to maintain soil pH in the optimum range for crop production.
Lluired foil 1 e t 1' Hies
Lime Recom.
Tract I Field Crop. p1I (tons/acre) Cu-I Copper Recommendation Zn-I Zinc Recommendation
1057 1 Small Grain,Silage/Hay 5.9 0.0 293 None 168 None
1057 1 Corn,Silage 5.9 0.0 293 None 168 None
1057 4 Small Grain,Silage/1-lay 6.0 0.0 182, None 241 None
1057 4 Corn,Silage 6.0 0.0 182 None 241 None
10657 2 Fescue Hay 6.5 0.0 82- None 250 None
1073 1 Small Grain,Silage/Hay .0 010 0 None 0 None
1073 1 Corn,Silage .0 0.0 0 None 0 None
1073 2 Fescue Hay 5.5 0.8 90 None 322 None
1073 3 Fescue Hay 5.6 0.8 113 None 188 None
10942 1 Small Grain,Silage/Hay 5.3 1.1 94 None 223 None
10942 1 Corn,Silage 5.3 0.0 94 None 223 None
1112 1 Small Grain,Silage/Hay 5.9 0.0 293 None 168 None
1112 1 Corn,Silage 5.9 0.0 293 None 168 None
1.112 2 Small Grain;Silage/Hay 6.0 0.0 730 None 464 None
1112 2 Corn;Silage &0 0.0 730 None 464 None
1112 3/5 Small Grain,Silage/Hay 61` 0.6 646 None 357 None
1112 3/5 Corn,Silage 6.1 0.0 646 None 357 None
1112 6 Small Grain,Silage/Hay 6,4 0.0 588 None 429 None
1112 6 Corn,Silage 6.4, 0.0 588 None 429 None
1113 12/13 Small Grain,Silage/Hay 6 0.0 610 None 265 None
1113 12/13 Corn,Silage 6:5- 0.0 610>. None 265 None
1115 2 Small Grain,Silage/Hay 0 0.0 1172 None 1220 None
------------------------------------------------ ------------- ---- - ---- -- -- ------ ---------------------- -----•--- - --
------------- ---- --------- ------
578602 Database Version 3.1 ,,<Date Printed 03=28 2014 STV Page 1 of 3

R c uired 5oil Test Values
Lime Recom.
Tract Field Crop pH (tons/acre) R 64 Copper Recommendation Zn-I Zinc Recommendation
1115 2 Corn,Silage 6.5 0.0 1172 None , 220 None
1115 4 Small Grain,Silage/Hay 6.5 0.0 1414 None 438 None
1115 4 Corn,Silage 6.5 0.0 1414 None' 438 None
1115 5 1 Small Grain,Silage/Hay 6.2♦ 0.0 557' None 352 None
1115 5 Corn,Silage 6.2 0.0 557 None 352 None
1115 8 Small Grain,Silage/Hay 6.5 0.0 1061 None 280 None_
1115 8 Corn,Silage 6.5 0.0 1061 None 280 None
Ills 9 Small Grain,Silage/Hay 6.5 0.0 1407 None 425 None
1115 9 Corn,Silage 6.5 0.0 1407 None 425 None
1129 1 Small Grain,Silage/Hay 5.6 0.7 114 None 190 None
1129 1 Corn,Silage 5.6 0.0 114 None 190 None
1129 2,3 Small Grain,Silage/Hay 5.4 1.2 55 - None 109 None
1129 2,3 Corn,Silage 5.4 0.0 55 None 109 None
1129 6 Small Grain,Silage/Hay 6.7 0.0 1021 None 579 None
1129 6 Corn,Silage 6.7 0.0 1021 None 579 None
1130 lA Small Grain,Silage/Hay 6.5 0.0 900 None 559 None
1130 IA Corn;Silage 6.5 0.01 900 None 559 None
1130 1B Small Grain,Silage/Hay 6.6 0.0 634 None 430 None
1130 1B Corn,Silage 6.6 0.0 634. None 430 None
1130 2 Small Grain,Silage/Hay 6.3 0.0 916 None 488 None
1130 2 Corn,Silage 6.3 0.0 916 None 488 None
1131 1 Small Grain,Silage/Hay 6.7 0.0 957 None 462 None
1131 1 Corn,Silage 6.7 0.0 957`" None 462 None
1131 2 Small Grain,Silage/Hay 6.5 0.0 925 None 554 None
1131 2 Corn,Silage 6.5 0.0 925 None 554 None
1131 3 Small Grain,Silage/Hay 6.4 0.0 794 None 590 None
1131 3 Corn,Silage 6.4 0,0 794 None 590 None
1131 5 Small Grain,Silage/Hay 6.7 0.0 756 None 527 None.
1131 5 Corn;Silage 6.7 0.0 756 None 527 None
1157 4 Small Grain,Silage/Hay 6.9 0.0 728 None 573 None
__ ______________..-___.___. _ ____-_________ ____________.__,______ ___ -___ _.
5 602 Database Version 3.1 Date Printed. 03-28-2014 STV Page 2 of 3

x
uir oil Test Values
Lime Recom.
Tract Field Crop PH (tons/acre) Ca-I Copper Recommendation Zn-1
Zinc Recommendation
1157 4 Cum,Silage 6.9 0.0 728 None 573 None
1218 1 Small Grain,Silage/Hay 6.7 0.0 202 None 207 None
1218 1 Corn,Silage 6.7 0.0 202 None
207 None
1218 3 Small Grain,Silige/flay 6.3 0.0 101 None
186 None
1218 3 Corn,Silage' gEj
0.0 101 None
186 None
253 1/2 Small Grain,Silage/Hay 0,5 61 None240 None
253 1/2 Com,.Silage 0-0 61 None
240 None
5913 1 Small Grain,Silage/Hay 1.1 1 54 None 144 None
5913 1 Corn,Silage 5.4 0.0 54 None
144 None
5913 2 Small Grain,Silage/Hay 6.2 0.0 147 None
313 None
5913 2 Corn,Silage 6.2 0.0 147 None
313 None
5913 3 Small Grain,Silage/Hay 6.0 0.0 730 None
464 None
5913 3 Corn,Silage 6.0 0.0 730 None
464 None
5913 4 Small Grain,Silage/Hay 5.9 0.0 165 None
193 None
5913 4 Corn,Silage 5.9 0.0 165 None
193 None
5913 5 Small Grain,Silage/Hay 5.8 0.4 123 None
195 None
Silage
5913 5 Corn, 5.8 0-0 123 None
195 None
VI 1 Small Grain;Silage/Hay .6.6 0.0 650 None
445 None
VI 1 Corn,Silage 6.6 0.0 650' None
445 None
a
--------- -----------------
= -
578602 Database Version 3.1 - -- -
- - --- -----------
Date Printed 03-28-2014 ST'V Page 3 of 3

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. Ifthe 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 Wast ',4oragge Cd2achv
Source Name 13 Month Old Calves Design Storage Capacity(Dm►s
Start Date 9/1 180
Plan Year Month Available.Storage Capacity(Days)
1 1 132
1 2 180.
1 3 163.
1 4 180
1 5 186
1 6 150
1 7 1.19
1 8 102.
1 9 72
1 10 13,2
1 11 102
1 12 71
*Available Storage Capacity is calculated as of the end of each month.
- ------------------------------------------------------------------------------------------------------------------ -
578602 Database Version 3.1 Date Printed: 03-28-2014 Capacity Page 1 of 6

Available Waste StoraLe Capacity
Source Name D Cows&Pack Barn Waste Design'Stora a Ca acit (Days)
Start Date 9/1 180
Plan Year Month Available Storage Capacity(Days)
1 1 78
1 2 92
1 3 69
1 4 138
1 5 180
1 6 150
1 . 7
119
1 8 96
1 9 66
1 10 77
1 11 47
1 12 16
*Available Storage Capacity is calculated as of the end of each month.
-------- ------..------------------- --------------------------------------------------------------------------------- -:
578602 Database Version 3.1 Date Printed: 03-28-2014 Capacity Page 2 of 6

Available Waste Storage Ca acitj,
Source Name Heifers Design Storage Capacity (Days)
Start Date 9/1 180
Plan Year Month Available Storage Capacity(Days)
1 1 112
1 2 156
1 3 137
1 4 180
1 5 180
1 6 150
1 7 1.19
1 8 100
1 9 70
1 10 111
1 11 1 81
1 12 50
*Available Storage Capacity is calculated as of the end of each month.
- ---------------------------------- ------------------------------------------------ -------�-------------------------------
578602 Database Version 3.1 Date Printed: 03-28-201.4 Capacity e 3 of 6

Available Waste Storage Ca acity
Source Name Myers Farm Dga Slurry Design Storage Ca acity(Dais)
Start Date 9/1 120
Plan Year Month Available Storage Capacity(Days)
1 1 74
1 2 120
1 3 89
1 4
120'
1 5 120
1 6 90
1 7 59
1 8 57
1 9 27
1 10 73
1 11 43
1 12 12
*Available Storage Capacity is calculated as of the end of each month.
f
- - --------------------------------------------------------------------------------- ------------p Page
578602 Database Version 3.1 Date Printed: 03-28-2014 Capacity Pa e 4 of 6

Available Waste Stnraee Capacity
Source Name I River Ridge Feed Lot - Design Storage Ca acid, (Days)
Start Date 9/1 180
Plan Year Month Available Storage Capacity(Days)
1 1 108
1 2 80
1 3 129
1 4 180
1 5 180
1 6 150
1 .7 119
1 8 98
1 9 68
1 10 107.
1 11 77
1 12 46
*Available Storage Capacity is calculated as of the end of each month.
------------------------------- - ------ ------------------------------- --------------'---------------------------------
578602 Database Version 3.1 Date Printed: 03-28-2014 Capacity Page 5 of 6

a
Available Waste Stora e Capacity
Source Name River R.id,e Lot(Option#2)
Des i n Storage Ca achy ays
Start Date 9/1
180
Plan year Month Available Storage Capacity(Days)
1 1
1 2
92
1 115
3 97
1 4
1 180
5 149
1 6
1 119.
7 88
1 8
1 57
9 40
1 10
1 60
11 12 30
1 -1
*Available Storage Capacity is calculated as of the end of each month.
---------------------------------------------------- -- _ __- - --------------------------------------------- ---- -- -- - -- -- ----- -
578602 Database Version 3.1 Date Printed: 03-28-2014 Capacity Page 6 of 6

M
Required Specifications For Animal Waste Manamement
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, histori6al
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
peryear. Waste may be applied to. land eroding at more than-5 tons pen0
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 appliedwhen 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).
-----------------------------------------------------------------------------------------------------------------------------------------------------------------
578602 Database Version 3.1 Date Printed:3/28/2014 Specification Page 1

r �
a
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 aid'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,E
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.
MAR 2 7 2019
1Aen+_,o,�n;des„
-------------------------------------------------------------
578602 Database Version 3.1 Date Printed: 3/28/2014 Specification Page 2

� M
•
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.
18. If animal production at the facility is to be suspended or terminated, the
owner is responsible for obtaining and implementing a "closure plan"
which will eliminate the possibility of an illegal discharge,pollution, and
erosion.
19. Waste handling structures, piping, pumps, reels, etc., should,be inspected
on a,regular basis to prevent breakdowns;-leaks, and spills: A regular'
maintenance checklist should be kept on site.
20. Animal waste can be used in a rotation that includes vegetables and other
crops for direct human,consumption.- However,if animal waste is.used on
crops for direct human consumption, it shoul&onl be a lied pre-plant
P P y PP P P
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.
- - -- --------------------- -------------------------------------------------------------------------------------------------
578602 Database Version 3.1 Date Printed:3/28/2014 Specification Page 3

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 fiveyears. 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.
--------------------- ---------------- ---- ------------------------------------------------- --------------------------------------- -----------------
578602 Database Version 3.1 Date Printed: 3/28/2014 Specification Page 4

u
Crop Notes
The following crop note applies to field(s): 2
Corn Silage:Piedmont and Mountains
In the Piedmont, corn should be planted when soil temperature reaches 52 to 55 degrees fahrenheit. Plant
1-2" deep. Adequate depth control is essential. Review the NCSU Official Variety"green book",and
information from private companies to select a high yielding variety with the characteristics needed for
your area and conditions. Apply 10 to 12 lbs.nitrogen per ton.of expected yield. All nitrogen can be
applied at planting.Also acceptable is to apply 2/3 to 3/4 of the nitrogen at planting and the rest when
corn is in the 7 to 9 leaf stage..Tropical corn for silage needs about 6-8 lbs nitrogen per ton of expected
yield applying no more than 100 to 120 lbs total nitrogen. Research has shown that nitrogen can be
reduced by approximately 15 percent when soil injected. The total N is dependent on the soil type and
expected yield. Apply phosphorus and potassium according to a soil test before planting. Phosphorus
is best utilized when banded with the planter as a'starter. Plant samples can be an during the
growing season to monitor the nutrient status of the corn.Timely management of weeds and insects is
essential in profitable corn silage production.Plant a cover crop after harvest.
The following crop note applies to field(s): 1, 1/2,2, 3,4,_5, 8,9
Corn Silage:Piedmont and Mountains
In the Piedmont, corn should be planted when soil temperature reaches 52 to 55 degrees fahrenheit.>plant
1-2" deep. Adequate depth control is essential. Review the NCSU Official Variety"green book" and .
information from private companies to select a high yielding variety with the characteristics needed for
your area and conditions. Apply 10 to 12 lbs. 'nitrogen per ton of expected yield. All nitrogen can be
applied at planting.Also acceptable is to apply 2/3 to 3/4-of the nitrogen at planting and the rest when
corn is in the 7 to 9 leaf stage. Tropical corn for silage.needs about 6-8 lbs nitrogen per ton of expected
yield applying no more than 100 to 1201bs total nitrogen:.Research has shown thatnitrogen can be
reduced4by approximately 15 percent when soil injected. ,The total N is dependent on the soil type and
expected yield. Apply phosphorus and potassium according to a soil test before planting. ,�, Phosphtrus
is best utilized when banded with the planter as a starter. Plant samples can be analyzed during the,
growing season to monitor the nutrient status of the corn.Timely management of weeds and insects is
essential in profitable corn silage production. Plant a cover crop after harvest.
-------------------------------------------------------------------------------------------
578602 Database Version 3.1 Date Printed: 03-28-2014 Crop Note Page 1 of 5

� a
The following crop note applies to field(s): 1, 12/13, 1A, 1B,2, 3/5,4,5, 6
Corn Silage:Piedmont and Mountains
In the Piedmont, corn should be planted when soil temperature reaches 52 to 55 degrees fahrenheit. Plant
1-2" deep. Adequate depth control is essential. Review the NCSU Official Variety"green book"and
information from private companies to select a high yielding variety with the characteristics needed for
your area and conditions. Apply 10 to 121bs.nitrogen per ton of expected yield. All nitrogen can be
applied at planting.Also acceptable is to apply 2/3 to 3/4 of the nitrogen at planting and the rest when
corn is in the 7 to 9 leaf stage. Tropical corn for silage needs about 6-8 lbs nitrogen per ton of expected
yield applying no more than 100 to 1201bs total nitrogen. Research has shown that nitrogen can be
reduced by approximately 15 percent when soil injected. The total N is dependent on the soil type and
expected yield. Apply phosphorus and potassium according to a soil test before planting. Phosphorus
is best utilized when banded with the planter as a starter. Plant samples can be analyzed during the
growing season to monitor the nutrient status of the corn. Timely management of weeds and insects is
essential in profitable corn silage production.Plant a cover crop after harvest.
The following crop note applies to field(s):2,2,3, 3,4
Corn Silage: Piedmont and Mountains
In the Piedmont,corn should be planted when soil temperature reaches 52 to 55 degrees fahrenheit.'Plant
1-2"deep�0. Adequate depth control is essential. Review the NCSU Official Variety"green book"and,
information from private companies to select a high yielding variety,with the characteristics needed for
your area and conditions. Apply 10 to 121bs.nitrogen per ton of expected yield. All nitrogen can be
applied at planting.Also acceptable is to apply 2/3 to 3/4 of the nitrogen at planting and the rest when
corn is in the 7 to 9 leaf stage. Tropical corn for silage needs about 6-8 lbs nitrogen per ton 'of expected
yield applying no more than 100 to 120 lbs total nitrogen. Research has shown that nitrogen can be
reduced by approximately 15.percent when soil injected. The total N is dependent on the soil type aid
expected.yield. Apply phosphorus and potassium according to a soil test before planting. Phosphorus
is best utilized when banded with the planter as a starter. Plant samples can be analyzed during the,,t,'
growing season to monitor the nutrient status of the corn. Timely.management of weeds and insects is
essential in profitable corn silage production. Plant a cover crop after harvest.
The following crop note applies to field(s):2
Fescue:Piedmont
Adaptation: Well-adapted.
In the Piedmont,tall fescue can be planted Aug.20 to Oct. 10(best)and Feb. 15 to Mar.20.For
pure-stand broadcast seedings use 20 to 30 lb/ac.,for drilled use 15 to 201b/ac. seed.Use certified seed
to avoid introducing weeds or annual'ryegrass.Plant seed 0.25"to 0.5"deep for pure stands, 0.25".in
mixture with clovers.. Soil test for preplant and maintenance lime,phosphorus, and potassium
recommendations.Apply 40 to 60 lb/aa nitrogen at planting for pure stands only.Do not apply N for
mixtures with clovers but use proper legume inoculation techniques.Apply 150 to 200 lb/ac.N to
pure-stand fescue for hay production;reduce N rates by 25%to-50%for grazing.Apply N Feb. 1 to Mar.
20 and Aug. 20 to Sept.30,with equal amounts in each window.Refer to NCSU Technical Bulletin 305
Production and Utilization of Pastures and Forages in North Carolina for additional information or
consult your regional agronomist or extension agent for assistance.
- ---------------------------------------------=-------------------------- --------------- -
57s602 Database Version 3.1 Date Printed: 03-28-2014 Crop Note Page 2 of 5

r
k
The following crop note applies to field(s): 3
Fescue:Piedmont
Adaptation: Well-adapted.
In the Piedmont,tall fescue can be planted Aug. 20 to Oct. 10 (best)and Feb. 15 to Mar. 20.For
pure-stand broadcast seedings use 20 to 30 lb/ac.,for drilled use 15 to 20 lb/ac. seed.Use certified seed
to avoid introducing weeds or annual ryegrass.Plant seed 0.25"to 0.5"deep for pure stands, 0.25"in
mixture with clovers. Soil test for preplant and maintenance lime,phosphorus, and potassium
recommendations.Apply 40 to 60 lb/ac nitrogen at planting for pure stands only.Do not apply N for
mixtures with clovers but use proper legume inoculation techniques.Apply 1,50 to 200 lb/ac.N to
pure-stand fescue for hay production;reduce N rates by 25%to 50%.for grazing.Apply N Feb. 1 to Mar.
20 and Aug.20 to Sept.30,with equal amounts in each window.Refer to NCSU Technical Bulletin 305
Production and Utilization of Pastures and Forages in North Carolina for additional information or
consult your regional agronomist or extension agent for assistance.
The following crop note applies to field(s): 2
Small Grain Silage,Piedmont and Mountains
In the Piedmont, small grain silage should be planted from October 10 to November 3. In the Mountains,
small grain silage should be planted from September 15 to October 31. Plant 18 to 22 seed/drill ro)vxfoot
at 1-1 1/2" deep and increase the seeding rate by 5%for each week seeding is delayed beyond the Ik
optimum time frame. See the seeding rates table for applicable seeding rate modifications in the curtent
NCSU"Small Grain Production Guide".Also, increase the initial seeding rate by at least 10%when`
planting no-till. Adequate depth control when planting the small grain is essential. Review the NCSU
Official Variety"green book"and information from private companies to select a high yielding variety
with the characteristics needed for your area and conditions. Apply approximately 3.0 lbs N at planting.
Increase N at planting by 20%o for no-till. Phosphorus and potassium should be applied according toga
soil test at this time. The remaining N should be applied during February-March:'Apply 10 to 121b's.N
per ton of expected yield. The total N is dependent on soil type and expectedyield. Plant samples c1in be
analyzed during the growing season to monitor the nutrient status of the small gain. Timely management
of diseases, weeds and insects are essential for profitable small grain silage production. Plant a cover
crop after harvest.
--------------------------------- - - ---- - - - ----------------------- ----------------------- ------------g---------- ----
578602 Database Version 3.1 Date Printed: 03-28-2014 CropNote Page 3 of 5

4
f
The following crop note applies to field(s): 1, 1/2, 2, 3, 4,5, 8,9
Small Grain Silage,Piedmont and Mountains
In the Piedmont, small grain silage should be planted from October 10 to November 3. In the Mountains,
small grain silage should be planted from September 15 to October 31. Plant 18 to 22 seed/drill row foot
at 1-1 1/2"deep and increase the seeding rate by 5%for each week seeding is delayed beyond the
optimum time frame. See the seeding rates table for applicable seeding rate modifications in the current
NCSU "Small Grain Production Guide".Also, increase the initial seeding rate_by at least 10%when
planting no-till. Adequate depth control when planting the small grain is essential. Review the NCSU
Official Variety "green book" and information from private companies to select a high yielding variety
with the characteristics needed for your.area and conditions. Apply approximately 30 lbs N at planting.
Increase N at planting by 20%for no-till. Phosphorus and potassium should be applied according to a
soil test at this time. The remaining N should be applied during February March. Apply 10 to 12 lbs.N
per ton of expected yield. The total N is dependent on soil type and expected yield. Plant samples can be
analyzed during the growing season to monitor the nutrient status of the small grain. Timely management
of diseases,weeds and insects are essential for profitable small grain silage production. Plant a cover
crop after harvest.
The following crop note applies to field(s): 1, 12/13 1A, 1B,2,3/5,4, 5,6
Small Grain Silage,Piedmont and Mountains
In the Piedmont, small grain silage should be planted from October 10 to November 3. In the Mountains,
small grain silage should be planted from September.15 to October 31. Plant 18 to 22 seed/drill row foot
at 1-1 1/2" deep and increase the.seeding rate by 5%for each week seeding is delayed beyond the
optimum time frame. See the seeding rates table for applicable seeding rate modifications in the current.
NCSU"Small Grain Production Guide".Also,increase the initial seeding rate by at least 10%o when*'
planting,no-till. Adequate depth control when planting the small grain is essential. Review the Wit
Official Variety"green book" and information from private companies to select a high yielding vanity
with the characteristics needed for your area and conditions. Apply approximately 30 lbs N at planting.
Increase N at planting by 20%for no-till. Phosphorus and potassium should be applied according to a
soil test at this time. The remaining N should be applied during February-March. Apply 10 to.&,lbs-N
per ton of expected yield. The total N is dependent on soil type and expected yield. Plant samples can be
analyzed during the growing season to monitor the nutrient status of the small grain.Timely management
of diseases,weeds and insects are essential for profitable small grain silage production. Plant a cover
crop after harvest.
MAR 2 7 2019
•nriwns3'1n• � --, w1
578602 Database Version 3.1 Date Printed: 03-28-2014 Crop Note Page 4 of 5

The following crop note applies to field(s):2,2,3,3,4
Small Grain Silage,Piedmont and Mountains
In the Piedmont, small grain silage should be planted from October 10 to November 3. In the Mountains,
small grain silage should be planted from September 15 to October 31. Plant 18 to 22 seed/drill row foot
at 1-1 1/2" deep and increase the seeding rate by 5%for each week seeding is delayed beyond the
optimum time frame. See the seeding rates table for applicable seeding rate modifications in the current
NCSU"Small Grain Production Guide".Also,increase the initial seeding rate by at least 10%when
planting no till.Adequate depth control when planting the small grain is essential. Review the NCSU
Official Variety"green book"and information from private companies to select a high yielding variety
with the characteristics needed for your area and conditions. ,Apply approximately 30 lbs N at planting.
Increase N at planting by 20%for no-till. Phosphorus and potassium should be applied according to a
soil test at this time. The remaining N should be applied during February-March. Apply 10 to 12 lbs.N
per ton of expected yield. The total N is dependent on soil type and expected yield. Plant samples can be
analyzed during the growing season to monitor the nutrient status of the small grain. Timely management
of diseases,weeds and insects are essential for profitable small grain silage production. Plant a cover
crop after harvest.
----------------------------------------------------------------------------------------------------------- -------------------------- -------------------------
578602 Database Version 3.1 Date Printed: 03-28-2014 Crop Note Page 5 of 5

ROY COOPER
Garernor
MICHAEL S.REGAN
.sK►Tra.r
LINDA CULPEPPER NORTH CAROLINA
Wnctor E.nrfrWWW"rolQuallry
June 21, 2019
D. Du ayne Myers
Myers Dairy, Inc
3938 Bethel Road
Jonesville,NC 28642
Subject. Additional Information Request
Application No. AWC970004
Myers Dairy, Inc.
Wilkes County
Dear Mr Myers;
The Animal Feeding Operation Program of the Division of Water Resources(Division)has completed a
preliminary review of your renewal permit application package_ Additional information is required before
we may continue our review. Please address and submit the following item(s)within 30(thirty)days of
receipt of this letter;
1. Mis in o ies of Site Ma yield Ma s: Our record show that the copies of the field maps are
missing.
2. Emergency Action Plan
3_ Insect Control Checklist with chosen best management practices noted
4. Odor Control Checklist with chosen best management practices noted
S. Operation and Maintenance Plan
6. Lagoon/storage pond capacity documentation(design,calculations,etc.) Also provide any site
evaluations,wetland determinations, or hazard classifications that may be applicable to your facility.
Please reference the subject application number when providing the requested information All revised
and/or additional documentation shall be signed,dated and sent to my attention at the address below The
Information can also be submitted electronically at mrressa. =arorna(a ncdenr.►ov
Please feel free to contact me at 919-707-3665. if you have any questions regarding this letter,
Sincerely,
miressa ponroma
Animal Feeding Operations Program
ec: Winston-Salem Regional Office, Water Quality Regional Operations Section
AFOGWS Section files AWC970Q04
DE �� North Cowh"Departmen!of Ermronmentat Quaui r I DivhiL,of water Rexwrn.-rs
SrT Nvtl}t saftwry street t 1636 6Aall Service Grater I iiykVL North Carolln i636
a Z769N•
"' - 919.707.9000

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MYERS DAIRY FARM Date:7/2/2007
"*tstomer(s):MYERS DAIRY INC Field Office:WILKESBORO SERVICE CENTER
.jtstrict:WILKES SOIL&WATER CONSERVATION DISTRICT Agency:USDA-NRCS
Land Units:
Assisted By:Jeremy B Roston Navas
State and County:NC,WILKES
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❑ Water Bodies
+� County Boundary 540 0 540 1080 1.620 2 160
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RONDA FARMS Date:7/2/2007
';ustomer(s):MYERS DAIRY INC Field Office:WILKESBORO SERVICE CENTER
District:WILKES SOIL&WATER CONSERVATION DISTRICT Agency:USDA-NRCS
Land Units:
Assisted By:Jeremy 8 Roston Navas
State and County:NC,WILKES
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JONESVILLE BOTTOMS FARM Date:7l2I2007
Customer(s):MYERS DAIRY INC Field Office:WILKESBORO SERVICE CENTER
District:WILKES SOIL&WATER CONSERVATION DISTRICT Agency:USDA-MRCS
Assisted By:Jeremy B Roston Navas
Land Units: State and County:NC,WILKES
r 0 .f
ff
CP
l •
tttvar T:5913 f '
Y Yadkin Field#5 f
T 5913 w d#4
Field#3 9.4 ac. ��� �
T:5913 10'4 ac. R1vof R ;
Field#1
17:4 ac. ,♦
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Ts913
Field#2
tt 2.3 ac.
,► ♦�, $.
r i` `.• #'•�r4 •ter`. ` �
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Legend Con. Plan Map 6
Consplan Myers Dairy
—• Road
Water Bodies YADKIN N
O — Streams
County Boundary 530 0 530 1.060 1.590 2 120Ak
Feet

EMERGENCY ACTION PLAN
PHONE NUMBERS
DWQ .)-k.- I !
EMERGENCY MANAGEMENT SYSTEM i, k i
SWCD
NRCS
This plan will be implemented in the event that wastes from your operation are leaking,
overflowing, or running offsite. 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. Add soil to berm to increase elevation of dam.
b. Pump wastes to fields at an acceptable rate.
c. Stop all flows to the lagoon immediately.
d. CalI 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 irrigation pump.
c. Close valves to eliminate further discharge.
d. Repair all leaks prior to restarting pumps.
1 December 18, 1996

D: Leakage from flush systems, houses, solid separators-action 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 action:
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. CouId 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 - - . After hours, emergency number: 9I9-733-3942. 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 EMS Phone number
c. Instruct EMS to contact local HealthDepartment.
d. Contact CES, phone number?- local SWCD office phone number`% and
local NRCS office for advice/tec�ulical assistance phone number 2, r
2 December 18, 1996

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:
c. Contractors Phone:
6: Contact the technical specialist who certified the lagoon (NRCS, Consulting Engineer, etc.)
a. Name: _
b. Phone:
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.
3 December 18, 1996

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
Ga Remove bridging of accumulated solids at
discharge
Lagoons and pits 0 Crusted solids a 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 o Decaying vegetation Ca' Maintain vegetative control along banks of
growth lagoons and other impoundments to prevent
accumulation of decaying vegetative matter along
water's edge on impoundment's perimeter.
Dry Systems
Feeders d Feed spillage Design, operate, and maintain feed systems
(e.g., bunkers and troughs) to minimize the
accumulation of decaying wastage
9' Cleanup 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 BMPs to Control Insects Site Specific Practices
Feed storage a Accumulations of feed Er Reduce 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)
3�Inspect for and remove or break up accumulated
solids in filter strips around feed storage as needed
Animal holding o Accumulations of animal Eliminate low areas that trap moisture along fences
areas wastes and feed wastage and other locations where waste accumulates and
disturbance by animals is minimal
2rMaintain fence rows and filter strips around animal
holding areas to minimize accumulations of wastes
(i.e., inspect for and remove or break up
accumulated solids as needed)
Dry manure a Accumulations of animal Remove spillage on a routine basis (e.g., 3 GCS
handling systems wastes 7-to 10-day interval during summer; 15- to 30-day
interval during winter) where manure is loaded forS off
Y�u �GJoorls
land application or disposal
pA O Provide for adequate drainage around manure
ckpiles
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.

Dairy Farm Waste Management Odor Control Checklist
Source Cause PM-Ps to Minimize Odor Site S ecific Practices
Farmstead a Dairy production Vegetative or wooded buffers
l"Recommended best management practices
Good judgment and common sense
Paved lots or barn o. Wet manure-covered Scrape or flush daily
alley surfaces surfaces Q'Promote drying with proper ventilation
Routine checks and maintenance on waterers,
hydrants, pipes, stock tanks
Bedded areas a Urine Promote drying with proper ventilation
a Partial microbial Replace wet or manure-covered bedding
decomposition
Manure dry stacks a Partial microbial 00 Provide liquid drainage for stored manure NO Oki W&, S
decomposition
ir
Storage tank or basin a Partial microbial Vlnf3 Bottom or mid-level loading
surface decomposition 0Q] Tank covers
a Mixing while filling P#CI Basin surface mats of solids
O Agitation when emptying O""Minimize lot runoff and liquid additions
0Agitate only prior to manure removal
O Proven biological additives or oxidants
Settling basin a Partial microbial R Liquid drainage from settled solids
surfaces decomposition 0- Remove solids regularly
a Mixing while filling
a Agitation when emptying
Manure, slurry, or a Agitation when spreading O Soil injection of slurry(sludges
sludge spreader a Volatile gas emissions ash residual manure from spreader after use
outlets Proven biological additives or oxidants

Dairy Farm Waste Management Odor Control Checklist
Source Cause BMPs to Minimize Odor Site Specific Practices
Uncovered manure, o Volatile gas emissions while Soil injection of slurry/sludges
slurry, or sludge on drying C3"'Soi1 incorporation within 48 hours
field surfaces 9'-Spread in thin uniform layers for rapid drying
C'Proven biological additives or oxidants
Flush tanks o Agitation of recycled lagoon Flush tank covers
liquid while tanks are filling Extend fill lines to near bottom of tanks with
anti-siphon vents
Outside drain a Agitation during wastewater Box covers
collection or conveyance
unction boxes
Lift stations a Agitation during sump tank Sump tank covers
filling and drawdown NIP
End of drainpipes at o Agitation during wastewater k0 Extend discharge point of pipes underneath
lagoon conveyance lagoon Iiquid level
Lagoon surfaces o Volatile gas emission Proper lagoon liquid capacity
ti BiologicaI mixing ET Correct lagoon startup procedures
o Agitation 0'Minimum surface area-to-volume ratio
0"Minimum agitation when pumping
0"'Mechanical aeration
D' Proven biological additives
Irrigation sprinkler O High pressure agitation 9 Irrigate on dry days with little or no wind
nozzles o Wind drift 23"Minimum recommended operating procedure
0'Pump intake near lagoon Iiquid surface
Q"Pump from second-stage lagoon
0"'Flush residual manure from pipes at end of
slurry/sludge pumpings

Dairy Farm Waste Management Odor Control Checklist
Source Cause BMPs to Minimize Odor Site Specific Practices
Dead animals a Carcass decomposition Proper disposition of carcasses
Standing water a Improper drainage Grade and landscape such that water drains away
around facilities a Microbial decomposition of from facilities
organic matter --
Mud tracked onto a Poorly maintained access Er Farm access road maintenance
public roads from roads
farrn 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; PRO 107, 1995 Conference Proceedings Florida Cooperative Extension

version—November 26,2018
Mortality Management Methods
Indicate which method(s) will be implemented.
When selecting multiple methods indicate a primary versus secondary option.
Methods other than those listed must be approved by the State Veterinarian.
Primary Secondary Routine Mortality
Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.106-403). The bottom of the burial pit should be at least one foot above the seasonal
high water table.Attach burial location map and plan.
El D Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
Rendering at a rendering plant licensed under G.S. 106-158.7.
Complete incineration according to 02 NCAC 52C .0102.
A composting system approved and permitted by the NC Department of Agriculture&Con-
sumer Services Veterinary Division (attach copy of permit). If compost is distributed off-farm,
additional requirements must be met and a permit is required from NC DEQ.
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).
a Any method which, in the professional opinioniof 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).
QMass 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.
2,0 /qR `?
Sig ture of Farm Owner/M ger . Date
Signature of Technical Specialist Date

Operation and Maintenance Plan
for a
VVfGIjte Vlal IIOL4I=I1 IeI iIt vyjtel I
v r
Prepared for
Myers Dairy Farm
Wilkes County, North Carolina
By
Wilkes Soil and Water Conservation District
and
USDA - Natural Resources Conservation Service
September 2006
1

Table of Contents
OPERATION AND MAINTENANCE PLAN
System Overview 3
Waste Storage Ponds . . . . . . . . . . . . . . 4
Sand Lane . . . . . . . . . . . . . . . . . . 5
Sand Storage . . . . . . . . . . . . . . . . . . 5
Milking Parlor!n!aste knlater piping . . . . . . . . . . . . . . . . . . 6
Waste Hauling System 6
Clean Water Collection and Piping System. . . . . . . . . . . . . . . . . 7
Concrete Curbs . . . . . . . . . . . . . . . . . . . . . . . . . 7
Vegetated Diversion 7
General Comments . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8
Additional Considerations and Responsibilities . . . . . . . . 8
EMERGENCY ACTION PLAN . . . . . . . . . . . . . . . . . . 12
Odor Control Checklist . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 14
Insect Control Checklist . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 17
Mortality Checklist . . . . . . . . . . . . . . . . . . 19
2

SYSTEM OVERVIEW
This Animal Waste Management System for milk cows consists of the following
major components:
1. FOUR WASTE STORAGE PONDS
2. SAND LANE
3. SAND STORAGE
4. MILKING PARLOR WASTE WATER PIPING
5, WASTE HAULING AND IRRIGATION EQUIPMENT
6. CLEAN WATER COLLECTION AND PIPING SYSTEM
and the following associated components
7. CONCRETE CURBS
8. VEGETATED DIVERSION
All manure is scraped from freestall barns into a flush ditch and transferred to a
sand lane by 1800 gallons per minute of flush water. Sand is separated and
organic material and liquid waste are transferred and stored in the waste storage
ponds. Waste is hauled or irrigated from the waste storage ponds and spread at
agronomic rates. The waste storage ponds are designed to provide storage for
the wastes produced by 750 milk cows.
Also, contaminated runoff flows into the waste storage ponds. The waste
storage ponds are designed to provide storage for normal runoff from the
drainage areas and waste water from the milk barn and provide storage space
for the twenty-five (25) year, twenty-four (24) hour storm runoff from the drainage
areas.
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.

1. WASTE STORAGE PONDS
OVERVIEW
The waste storage ponds are designed to store manure, runoff and wastewater.
Additional storage space is included to contain the twenty-five (25) year, twenty-
four (24) hour storm runoff from the feedlot. A post will be installed with the level
of the top of post indicating the level of storage available prior to infringing on the
25 year, 24 hour storm capacity. NOTE: The 25 year-24 hour storm will be
stored in the large liquid pond from all the ponds; The waste storage ponds
consists of earthen dams and 12" PVC piping for discharging contaminated
water and manure into the structures. The maximum storage level below the
emergency spillway elevation is shown below for each pond. The design storage
period is also shown.
Max. level below ESW Design Storage Period
15 Pond at Milk Cow 1.0 150 days
Freestall Barns
2" pond at Milk Cow 1.0 90 days
Freestall Barns
3 pond at Milk Cow 1.4 180 days
Large Liquid Pond
0 pond at Milk Cow 1.0 0 days
Old Pond behind freestalls Holding Pond for
Flush Ditch
OPERATION
The service life of the waste storage ponds will be determined by the level of
management for the entire system. Once the manure and bedding materials
have reached the waste storage ponds, how effectively the waste is agitated will
determine the amount of solids which remain in the waste storage ponds.
When upper pond at feestall barns is agitated, the valve in transfer pipe to lower
pond should be closed. This will reduce manure solids flowing to second pond.
Over time it is expected that some solids will accumulate in the waste storage
ponds. Poor management will result in the rapid accumulation of solids, which
will reduce the usable capacity of the waste storage ponds 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.
4

MAINTENANCE
The concrete in the waste storage ponds should be inspected periodically for
major cracks. Vegetation on the dams should be inspected periodically and
reseeded as needed to maintain a vigorous stand. The dams should be mowed
at least annually to prevent woody growth. Mowing operations must take place
only when the.soil of the dam is dry, and vegetation should 'not be mowed to a
height of less than four (4) inches at any time. Any evidence of sloughing or
seepage should be reported to the Wilkes Soil & Water Conservation District
office.
2. SAND LANE
OVERVIEW
Sand settling consists of sand lane below the freestall barns, a flat settling
channel approximately 300' long. Sand-laden manure is hydraulically flushed to
a settling area to remove as much'sand as possible.
Sand will need to be removed at least once a day. Sand in lower leg should be
moved to upper leg to rewash. Sand trapping efficiency is not 100% effective.
Some sand will need to be removed from settling pond periodically.
MAINTENANCE
The concrete should be inspected periodically for major cracks.
3. SAND STORAGE
OVERVIEW
Sand Storage consists of a concrete area to drain water and to store sand. A
concrete slab will be used to allow easy access to remove sand. The sand
storage is part of the settling area next to sand lane.
MAINTENANCE
The concrete should be inspected periodically for major cracks.
5

4. MILKING PARLOR WASTE WATER PIPING
OVERVIEW
The milking parlor wastewater piping consists of a pipe from the milking parlor to
the waste storage pond.
MAINTENANCE
Inspect the pipe components for cracks or other damage, and make repairs or
replace as needed. Inspect the structure regularly and remove accumulated
solids.
5. WASTE HAULING AND IRRIGATION EQUIPMENT
OVERVIEW
The waste hauling equipment consists of tanks for slurry manure. Slurry tanks
are loaded with an agitator pump system. Sand/Manure accumulations will be
removed from pond by mechanical loading on side slinger manure spreaders
and spread on application areas. Waste irrigation equipment consists of a
traveling gun irrigation system or hard hose pull. This equipment is used to
spread liquid waste with few solids on cropland.
OPERATION
Manure hauling and irrigation should be initiated prior to the liquid level reaching
the full storage level marker in each waste storage pond. When the liquid level
in the waste storage ponds reaches the marker, liquids must be removed for land
application. Do not spread in such a manner as to cause runoff or erosion. Do
not spread on frozen or saturated soils.
The initial step in each spreading operation is to properly agitate the waste in the
waste storage ponds. Slurry waste will be tank hauled to the fullest extent
possible.
MAINTENANCE
Soil tests the application fields annually. Vegetation in the fields should be
inspected periodically and reseeded as needed to insure a vigorous stand.
Fields may also need to be limed and fertilized annually.
6

6. .CLEAN WATER COLLECTION AND PIPING SYSTEM
OVERVIEW
Clean water collection and piping consists of diverting clean water around waste
storage ponds.
MAINTENANCE
Inspect the components of the CLEAN !WATER COLLECTION AND PIPING
SYSTEM annually for cracks or other damage, and make repairs or replace as
needed. Inspect annually and remove'accumulated sediment.
7. CONCRETE CURBS
OVERVIEW
The concrete curbs constructed around the freestall barns are required to divert
water and waste into waste storage ponds.
MAINTENANCE
The concrete should be inspected periodically for major cracks.
8. VEGETATED DIVERSION
OVERVIEW
VEGETATED DIVERSIONS are located above the waste storage ponds and will
convey non-contaminated runoff around the structures.

MAINTENANCE
The vegetation in the diversion should be inspected periodically and reseeded as
needed to insure a vigorous stand. It is essential that neither vehicles nor
livestock be allowed to create travel lanes within the diversion. The diversion
should be mowed at least annually to prevent woody growth. The diversion may
be control grazed or mowed for hay. Grazing- and mowing operations must take
place only when the soils are dry, and vegetation should not be grazed or mowed
to a height of less than four (4) inches. If sedimentation has reduced the
capacity of the channel, contact the Wilkes Soil and Water Conservation District
for technical assistance in correcting this problem.
GENERAL COMMENTS
PESTICIDE USE
Extreme care should be exercised with the use of all herbicides so that desirable
vegetation, especially that of the filter area, diversion and dam, is not adversely
affected. It is a violation of law to use any pesticide in a manner not permitted by
its labeling. To protect yourself, never apply any pesticide in a manner or for a
purpose other than as instructed on the label or in labeling accompanying the
pesticide product that you purchase. Do not ignore the instructions for use of
protective clothing and devices and for storage and disposal of pesticide wastes,
including containers.
REPAIRS
Notify the Wilkes Soil and Water conservation District if repairs or major
modifications are required for any of the components of this Waste Management
System.
Additional Considerations and Requirements
1. The collection, treatment and storage facilities shall be properly
maintained and operated at all times; this also includes the land
application equipment and sites.
2. A suitable vegetative cover shall be maintained on all land application
sites and buffers in accordance with the Waste Utilization Plan. No waste
may be applied on fields not approved by or prepared in accordance with
the Waste Utilization Plan.
3. An acceptable pH of the soil shall be maintained on all land application
sites to insure an optimum yield for the crop(s) being grown.
8

4. The plant available nitrogen (PAN) application rates and hydraulic loading
rates identified in the Waste Utilization Plan shall not be exceeded.
5. Application of animal waste on land which is used to grow crops for direct
human consumption (e.g., strawberries, melons, lettuce, cabbage, etc.)
shall not occur within 30 days prior to or during the planting of the crop or
at any time during'the growing season, or in the case of fruit bearing
trees, 30 days prior to breaking dormancy. For fiber and food crops,
which undergo further processing, application of animal waste shall not
occur within 30 days of harvesting. If waste is to be applied to bare soil,
the waste shall be incorporated into the soil within 24 hours after the
application on land.
6. Domestic wastewater from showers, toilets, etc. shall not be discharged
into the animal waste management system. Wash vats required to be
connected to the animal waste management system by the Grade A
Pasteurized Milk Ordinance Part 11, Section 7, Item 5r are exempt from
this requirement. Wash-down of stock trailers owned by and used on the
dairy only will be permissible as long as the design accommodates the
additional wastewater and as long as detergents and disinfectants are
used which have been labeled as readily biodegradable by the
manufacturer.
7. Disposal of dead animals shall be done in accordance with the North
Carolina Department of Agriculture (NCDA) regulations and the Waste
Utilization Plan.
B. Grazing of animals on application sites shall be controlled in accordance
with USDA-Natural Resources Conservation Service Standards.
9. Solid materials such as, but not limited to, bottles, gloves, syringes, silo
covers or any other solid waste from the dairy operation shall be
prevented from entering the waste management system and shall be
disposed of properly.
10. The facility must have either adequate animal waste application and
handling equipment on site, a lease for the use of necessary equipment, a
contract with a third party applicator or a contract for the purchase of the
equipment. In all cases, the equipment must be capable of applying the
waste on sites specified in the Waste Utilization Plan and at rates not to
exceed agronomic and hydraulic loading for the sites.
11. Animal waste shall not be applied to wetlands or surface water or shall not
reach wetlands or surface waters of the state by runoff, drift, manmade
conveyances (pipes or ditches), direct application, or direct discharge
during operation or land application. Any discharge of waste, which
9

reaches surface water, is prohibited. Illegal discharges are subject to the
assessment of civil penalties of up to $10,000 per day per violation by the
Division of Water Quality for every day the discharge continues.
12. Animal waste shall be applied on land eroding at less than 5 tons per
acres per year. Waste may be applied to land that is eroding at 5 or more
tons but less than 10 tons per acre per year providing grass filter strips are
installed where runoff leaves the field.
13. Animal waste shall not be applied to saturated soils, during rainfall events,
or when the soil surface is frozen. When animal waste is to be applied on
acres subject 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.
14. Animal waste shall not be applied closer than 25 feet to surface water.
This distance may be reduced for waters that are not perennial provided
adequate vegetative filter strips are present.
15. Animal waste shall not be applied closer than 100 feet to wells.
16. Animal waste shall not be applied closer than 200 feet to dwellings other
than those owned by the landowner.
17. Waste shall not be applied on other property or public right-of-ways.
18. Animal waste applied on grassed waterways shall be at agronomic rates
and in a manner that causes no runoff or drift from the site.
19. 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 excess levels. Soil test and waste analysis records shall
be kept for 5 years.
20. Liquid waste shall be applied at rates not to exceed the soil infiltration
rate. No ponding shall occur.
21. Records of waste application shall be maintained to establish actual
application rates. The records will include date of application, amount of
waste applied per acre by tract number and field number, most recent
waste analysis and soil test report, and the realistic yield expectation
(RYE) nitrogen rate. Waste application records shall be maintained for 5
years.
ao

22. Proper calibration of application equipment should be done to ensure
uniformity and accuracy of spreading rates.
23. Animal waste should 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 be
considered also.
24. It is the responsibility of the owner of the dairy to secure an update of the
waste utilization plan when there is a change in the operation, number of
animals (increase), method of utilization or available land.

EMERGENCY ACTION PLAN
This plan will be implemented in the event that wastes from your livestock
operation are leaking, overflowing or running off of the 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 dairy 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. Solid manure stacking facility solutions may be:
a. Add soil to form a berm around the structure.
b. Remove waste from the structure and transport to the field.
c. Stop all flows to the wastewater tank immediately.
d. Call a contractor to remove waste from the structure.
e. Make sure no surface water is entering the structure.
2. Assess the extent of the spill and note any obvious damages.
A. Did the waste reach any surface waters?
B. Approximately how much waste was released and for what
duration?
C. Was any damage observed, such as an employee injury, fish kill 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 sources such as wells in danger (either on or off
of the property)?
H. How much reached the surface waters?
12

3. Contact the appropriate agencies.
A. Contact the North Carolina Department of Environment and Natural
Resources - Division of Water Quality at the Winston-Salem
Regional Office.
PHONE: [phone]
Hours: B:OOam - 5:OOpm Monday through Friday
IF OUTSIDE NORMAL BUSINESS HOURS:
Contact the North Carolina Department of Crime Control and Public
Safety - Division of Emergency Management's
ENVIRONMENTAL EMERGENCY HOTLINE (24 hours)
PHONE: [phone]
B. If the spill leaves your property or enters surface waters, instruct
Emergency Management personnel to contact the local Health
Department.
C. Contact the Wilkes Sail and Water Conservation District
4. If none of the above works or if there is an immediate danger to human
life, call 911 or the Wilkes County Sheriff's Department. 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 the problem to
minimize off-site damage.
Contractor's Name:
Contractor's Address:
Contractor's Phone:
6. Implement procedures as advised by the Division of Water Quality and
technical assistance agencies to rectify the damage, repair the system
and reassess the waste management plan to prevent future releases of
animal waste.
13

VIII . Waste Settling Pond #1
Manure and water from sand lane will be diverted into
settling waste pond #1 located downhill and west of
freestall barns . Manure solids will settle and float.
Periodically, manure solids in waste settling pond #1 will
be agitated, pumped and hauled in slurry tanks to cropland.
Approximately 5 months of manure solids will be stored in
this pond. Most of the waste sand should remain in this
pond. Five months of manure storage and approximately 4
years of sand storage is planned for this pond.
It is estimated that approximately 20% of yearly sand
usage volume will end up in waste settling ponds #1 . This
volume is estimated to be 16, 896 cu ft per year. Most of
the volume will be in settling pond #1 since this will be
the primary settling pond.
A. Storage Volume Required
Volume = 210, 561 + 4 years x 16, 896 cu ft./yr= 278, 145 cu ft.
The pipe discharge from thy - :ed l' below
emergency spillwav
B. Volume 0
3 C>t C�s
2 . 3: 1 2 . 3: 1
l .
� I
Volume = 10/6 [100 r-L46 X 246 +4 (123 X 223) ]
= 276, 053 cu ft
It is anticipated that most of tbc-,, w.--- le stored
near the point of entry into thi on 20%
sand collection rate, slightly lil �VrN� sand
storage is available.
NRCS 14 Dewayne Myers Dairy

C. Time to Fill. Pond with Flush Water
If waste settling pond #1 is completely empty, the pond will
fill up with water and waste from sand lane in the following
amount of time if 1800 gal/min flows into the pond.
Fill time = 276, 053 cu ft x 7 . 48gal / [1800 gal x 60 min
Cu ft min hr
19. 1 hours
IX. Waste Settling Pond #2
Waste settling pond #2 is a secondary waste settling pond.
This new pond will be located adjacent to liquid pond. This
pond will also be used as primary pond while settling pond
#1 is being emptied.
A. Storage Volume Required
Waste settling pond #2 will store the following volume
of waste. From computation in section II, 125, 337 cu ft per
90 days of waste will be produced on the dairy. Most of the
waste sand should remain in waste settling pond #1.
B. Volume of Waste Settling Pond #2
102' X 302'
2 . 0'
3 : 1 10' 3 : 1
30' X 230'
Volume = 10/6 [30 X 230 +90 X 290 +4 (60
= 159, 000 cu ft OK ?Oy-\C�C. Time to Fill Pond with Flush Water - y—
If waste settling pond #2 is completely empty, the pond will
fill up with water and waste from waste settling pond #1 in
the following amount of time if 1800 gal/min flows into the
pond.
Fill time = 159, 000 cu ft x 7 . 4T8aal / [1800 gal x 60 min
cu ft min hr
= 11. 0 hours
NRCS 15 Dewayne Myers Dairy

D. Clay Liner and Stripping Foundation
On August 9, 2006 a geologic investigation was
completed by Kim Kroeger, Geologist, and David Clay, Civil
Engineer.
Waste Pond site and borrow areas were evaluated. See
report for conclusions and recommendations incorporated into
the design.
Two samples were submitted to the Fort Worth Soil
Mechanics lab for testing and to make recommendations for a
constructed clay liner and earth fill for embankment . See
report dated September 27, 2006 for conclusions and
recommendations incorporated into the design.
The clay Liner depth is estimated to be 1. 0 ' for this
waste pond. An additional 0 .5 feet of sandy material will
be used to cover clay liner. The clay liner will require
that dense soda ash, a dispersant, be added in order to
obtain the desired permeability. The foundation of the
embankment has a considerable depth of topsoil and organics
from previous waste ponds constructed on the farm. A cutoff
trench shall be constructed down to residual material.
X. Waste Storage Pond #4
Waste storage pond #4 is located immediately behind the
freestall barns. It will be used to store waste water.
Waste water from large liquid pond will be pumped this pond
using a relatively small pump. A large pump in this pond
will be used to flush water into the sand lane.
Rainfall and 25 yr -24 hr runoff will be transferred
back to the large liquid pond when this pond is full .
A. Volume of Waste Storage Pond #4
79 ' x 262 '
1. 01 ?6h OL
2 :1 12 ' /2 :1
271 X 210 '
Volume = 12/6j27 X 210 + 75 X 240 +4 (51 X 225) ]
139, 140 cu ft
NRCS 16 Dewayne Myers Dairy

This pond will be emptied by pumping to sand lane.
NOTE: AN EXISTING TRANSFER PIPE IN POND #4 WILL NEED TO BE
MODIFIED TO ALLOW 25 YEAR -24 HR RAINFALL TO BE PASSED
THROUGH THE SYSTEM.
B . Time to Fill Pond with Flush Water
If waste settling pond #4 is completely empty, the pond will
fill up with water and waste from the large liquid pond by
pump in the following amount of time if 100 gal/min flows
into the pond.
Fill time = 139, 140 cu ft x 7 .48gal / [100 qal x 60 min
cu ft min hr
= 174 hours = 7 .2 days
In 24 hours, the pump will transfer 72, 000 gallons or enough
water to flush for 144, 000 gallons/1800 gallons/min or 80
minutes .
XI . Waste Storage Pond #3
All of liquid waste will be transferred to the waste storage
pond #3 located downhill of sand lane. Liquid waste
includes milking parlor wash water, rainfall runoff, and
rainfall minus evaporation on all ponds . All the 25 yr - 24
hr storm storage volumes from all other waste ponds will be
transferred to this pond.
Mr. Harner indicated that the most critical item in
separating sand and reusing the sand for bedding freestalls
is the volume of water in the system. Ideally 70
gallons/cow/day of water which includes the rainfall and
parlor water will be added to the system. Using the
settling ponds to remove solids may reduce this quantity
significantly. Trial and error will determine actual
quantity needed.
A. Volumes Transferred from Pond #1, #2 and #4
25 year storm waste storage settling pond #1
157 'x257 'x. 5 ' = 20, 175 cu ft
Rainfall minus evaporation on waste settling pond #1
1 .2 ' /year x 157 'x257 ' = 48, 419 cu ft
25 year storm waste storage settling pond #2
102 'x302 'x. 5 ' = 15, 402 cu ft
NRCS. 17 Dewayne Myers Dairy

Rainfall minus evaporation on waste settling pond #2
1 . 2 ' /year x 1021x302 ' = 36, 965 cu ft
25 year storm waste storage settling pond #4
79 'x262 'x.5 ' = 10, 349 cu ft
Rainfall minus evaporation on waste settling pond #4
1 . 2 ' /year x 79 'x252 ' = 24 , 838 cu ft
NRCS is Dewayne Myers Dairy

B. Summary of Design Volumes for Large liquid pond
1. Surface Runoff 72, 600 cu ft
2 . Unsurface Runoff 5, 179 cu ft
3. 25 year - 24 hour surface runoff 14, 321 cu ft
4 . Parlor Water 274, 482 cu ft
5. 25 year - 24 hr from Pond #1 20, 175 cu ft
6. R-E from Pond #1 48, 419 cu ft
7 . 25 year - 24 hr from Pond #2 15, 402 cu ft
B . R-E from pond #2 36, 965 cu ft
9. 25 year - 24 hr from Pond #4 10, 349 cu ft
10 . R-E from pond #4 24, 838 cu ft
TOTAL 522, 730 cu ft
7 . Rainfall minus evaporation on pond surface 1. 2 ft
8 . 25 yr- 24 hr rainfall on pond surface 0 . 5 ft
9. Freeboard + Emergency Spillway Stage 1 . 0 ft
TOTAL 2 . 7 ft
C. Volume of Waste Storage Pond #3
2 . 7'
3: 1 9. 3' 3 : 1
200' X 200'
Volume = 9 . 3/6 [200 X 200 +255. 8 X 255. 8 +4 (227 . 9 X 227 . 9) ]
= 485, 440 cu ft
Maximum pump out level in Large Pond
0 . 5' + 1 . 0' + (14 , 321 + 15, 402 + 20, 175 + 10, 349) / (260'
X 2 6 0' )
= 2 . 4 ft
Storage Volume Available for Waste Water
Volume = 9. 6/6 [200 X 200 +257 . 6 X 257 . 6 +4 (228 . 8 X 228 . 8) ]
= 505, 209 cu ft
Total Storage Volume of Waste Water
= Waste Pond 3 Volume + Waste Pond 4 Volume
= 505, 209 cu ft + 139, 140 cu ft
= 644, 349 cu ft = 4, 820, 000 gallons
NRCS 19 Dewayne Myers Dairy

Estimated water added to system based on operating without a
flush system is as follows .
Volume = 72, 600 + 5, 179 + 274, 482 + 48, 419 +36, 965 + 24, 838
= 462, 483 cu ft = 3 , 460, 000 gallons
It should be noted that most of the above volume likely is
mixed with slurry manure and does not reach liquid pond for
the system without a flush system.
D. Estimated Storage Period for Waste Water Storage
The ideal liquid volume to collect sand is 70 gallon/cow/day
according to Dr. Joe Harner.
Volume = 750 cows x 70 gallons/day/cow x 365 days
= 19, 162, 500 gallons/365 days
For the worst case, the storage period in liquids ponds is
approximated below.
(Worst Case)
Storage period = 4, 820, 000 gal/19, 162, 500 gal/365 days
= 92 days
It is felt using settling ponds to remove solids that
the volume of water can be reduced to approximately 35
gallons/cow/day or about half that used in estimate above.
Volume = 19, 162, 500/2 = 9, 581, 000 gallons/365 days
(Anticipated Case)
Storage Period = 4, 820, 000 gal/9, 581, 000 gal/365 days
= 184 days Storage for liquid storage
NOTE : BASED ON THE ANTICIPATED CASE, THE FOLLOWING VOLUME
OF CLEAN WATER WILL NEED TO BE ADDED TO SYSTEM EACH YEAR.
Additional
Clean Volume = 9, 581, 000 gallons - 3 , 460, 000 gallons
6, 121, 000 gallons
V = 18 . 8 ac-in water
Waste storage pond #3 should be hauled or irrigated
before the water level reaches the 25 yr - 24 hr storage
volume . This elevation is 2 .4 ft below the top of dam. The
emergency spillway elevation is planned 1 . 0 foot below the
top of dam.
NRCS 70 Dewayne Myers Dairy

STATE: NC PROJECT: Myers Dairy Inc. ^_
BY: Lipe Barrier. DATE: 617/2007 CHECKED BY: DATE: JOB NO..
JECT!Waste Storage Pond 5 for 3 Month Old Calves
A.DESIGN VOLUMES
1.Normal Runoff for 365 day period.
Use average runoff values In Ag.Waste Management Field Manual for Iredell County.
Surface Unsurfaced
Normal Runoff Runoff Normal
Month Rainfall % _ Death % Deoth Eva orat.o_n
JAN 3.70 50 1 1.85 n� 0.74 1.70
FEB 3 86 56 2.16 r' 25 0.97 160
MAR 4.51 55 2.48 '- 24 1. 3.10 parvA
APR 3.35 56 1.88 25 0.84 84 3.80
MAY 3.88 57 2.20 23 0.89 3.90
JUN 4,19 60 2,51 27 1.13 4.40
JUL 4.70 60 282 26 1.22 1 4.30
AUG 4.83 61 2.95 31 1.50 1 3.90
SEP 3.82 66 2.52 32 1.22 3.20
OCT 3.44 62 2.13 30 1.03 2.40
NOV 2.95 55 1.62 25 0.74 1.70
DEC 3 80 57 2.17 23 087 1.70
Try 6 Months
March through August Surface Runoff Depth. 1485
Drainage Area: 5,000 sgft
Surface Runoff= 14.65 5,000 sqR = 6188 cuff
12'7ft
2.Waste volume 3 month Old Calves
Volume = 20 x 5.3 galldaylcowX 180 days x 100% confinement
7.48 gal/tuft
Volume= 2 551 cult
3.Waste volume(additional source)
Volume = 0 rows x gaudayrcowx 0 days x 0% confinement
7.48 get Icuft
Volume= ©tuft
4.Wash Water Volume
Parlor and Washroom Water
6 cows x 0 gwday'cawx 0 days = ®tuft
S.25yr-24hr runoff
CN=95
Rainfall=5.5"
Runoff =4.91"
25yr-24hr runoff= 4.91" X 5,000 sgft = 2.046 cult
12 7ft
Myers Dairy WSP Design NO 5.xls gage 1

STATE: NC PROJECT:Myers Daia Inc,
BY: Lipe Barrier DATE: 617/2007 CHECKED BY: DATE: JOB NO.:
SJECT:Waste Storage Pond 5 for 3 Month Old Ca'ves
6.Rainfall minus evaporation on pond surface
9.53 mhus 82 equals 1.33 inchesfl2= 0.1 feet per 3 Months
7.25yr-24hr rainfall on pond surface
Rainfall = 5 5" = 0.5 feet
8,Freeboard+Emergency Spillway stage= i.5 feet
B. SUMMARY OF DESIGN VOLUMES
1.Surface Runoff for 6 months 6188 cult
2.Waste Volume 2551 cult
3.Waste Volume(additional source) 0 cult
4.Wash Water Volume 0 cult
5.25 yr-24 hr Runoff 2046 curt
TOTAL 10,784 cult
6.Rainfall minus evaporation on pond surface 0 11 feet
7 25yr-24hr rainfal,on pond surface 050 feet
8 Freeboard + Emergency Sp Ilway Stage 1 50 feet
TOTAL 2.1 feet
C.Sizing Waste Storage Pond"AS GUILTS"Volume
It X 70 ft top width (to top of dam)
2.1
65 64 ft tgg width
Slope 2 :1 2 -1 Slope
Slope 2 1 Soo it X 49.0 ft Qa mid section 2 -1 Slope
35 it X 34 ft bottom width
Depth Tap Bottom Mid Area
Volume= 7 16 j( 416D ) + { 1190 ) + 4( 2,450)]
Volume= 17,6751 cult Exceeds the 365 days loading
VOLUME NEEDED= 10.784 cult
Normal Pump out Volume=
6,188 + 2,551 + 0 + 0.1 x 0 x 70
= 8.738 cult per 180 days = 17,719 cult per year
= 65,363 gallons per 180 days = 132,541 gallons per year
Maximum Pond Level(Pump-out Elevation)=
0.50 + 1.50 + 2,046 1 ( 65 x 64 )
2 5 below top of dam
Myers Dairy WSP Design NO 5 As
Page 2

U. S. DEPARTMENT OF AGRICULTURE � - ) NC-ENG-40
Soil Conservation Service 5/83
_ LOCATION CODE PS
i
a PLAN OF EXCAVATED WASTE STORAGE POND
NAME-t) N'S 2L ACP # DATE DISTRICT kg�
_F
LENGTH
81DE SLOPE 2 TO 1 ,
L Lr ki
1
i1§
� ; AVE. TOP ELEV. / q
f
c , N ti
q 4o do
SECTION _ `�9/
A �� 1
a AVE. BOTTOM ELEV.
LENGTH
i i it . /
Go 7 �
3,�60 `��� u$ �5� 59j �43
Volume depth [area of top) + (area of bottom) + (4 x area midsection_ 1-7 Cu.Ft.
(5j591 �q3 7.4 11C.►(P215A sr°�,��� �c za�, ��.'r, �AI. yr
Use of facility
Capacity ��+] r i �; ?; Gallons • Bottom Elev.
Normal liquid level Elev.
Volume Cost-sharing " ' Cu. Ft. Storage for normal precip. (Ft) +
(.) { Maximum liquid level Elev.
Soil type
Storage for:
B. M. description 25 yr. freq. precip. (Ft.) +
Crest ESW Elev.
Stage (Ft.) +
Freeboard (Ft.) +
Elev. Top of Dam Elev.

STATE: NC PROJECT: Myers Miry Inc.
BY: CL Barrier DATE: 5/29/2007 CHECKED BY: DATE: JOB NO.:
ST:Waste Storage Pond 6 for Dry Cows
A.DESIGN VOLUMES
1.Normal Runoff for 365 day period.
Use average runoff values in Ag.Waste Management Field Manual fa for Wilkes County
Surface Unsurfaced
Normal Runoff Runoff Normal
Month Rainfall % Depth % Depth Evaporation
JAN 3.70 50 1.85 20 0.74 1.70
FEB 3.86 56 2.16 25 0.97 1.60
MAR 4.51 55 2,48 24 1.08 3.10
APR 3.35 56 1.88 25 0.84 380
MAY 3.86 57 2.20 23 0.89 3.90
JUN 4.19 60 2.51 27 1.13 440
JUL 4.70 60 2.82 26 1.22 4.30
AUG 4.83 61 2.95 31 1.50 3.90
SEP 3.82 66 2.52 32 1.22. 3.20
OCT 3.44 62 2.13 30 1.03 2.40
NOV 2.95 55 1.82 25 1 0.74. 1.70
DEC 3.80 57 2.17 23 0.87 1.70
Try 6 Months
March through August .Surface Runoff Depth: 1485
Drainage Area 15,000 sgft
Surface Runoff= 14.85 15,000 sgft = 18 563 curt
12"!ft
2.Waste volume
Volume = 200 Dry cm x 21 gaVday/wwx 180 days x 75% confinement
7 48 gal!tuft
Volume= 75 602 tuft
3.Waste volume(additional source)
Volume = 0 cows x 0 gauday/cwwx 0 days X 0% confinement
7 48 gal/cult
Volume= ©tuft
4.Wash Water Volume
Parlor and Washroom Water
0 caws x 0 gaVday/cowx 0 days = ®tuft
5.25yr-24hr runoff
CN=95
Rainfall=5.5"
Runoff =4 91"
25yr-24hr runoff= 4.91" X 15,000 sgft = 6,138 cull
12"/ft
Myers Dairy WSP Design NO 6 As Page 1

STATE: NC PROJECT: Myers Dairy Inc,
BY: CL Barrier DATE: 6/2912007 CHECKED BY: DATE: JOB NO.:
:T,Waste Storage Pond 6 for Dry Cows _
6.Rainfall minus evaporation on pond surface
953 minus 8.2 equals 1,33 Inches112= 0.1 feet per 3 Months
7.25yr-24hr rainfall on pond surface
Rainfall = 5.5" = 0.5 feet
8.Freeboard+Emergency Spillway stage= 1.5 feet
B. SUMMARY OF DESIGN VOLUMES
1.Surface Runoff for 6 months 18563 cult
2.Waste Volume 75002 cult
3,Waste Volume(additional source) 0 cult
4.Wash Water Volume 0 cult
5.25 yr-24 hr Runoff 6138 cult
TOTAL 100,502 cult
6.Rainfall minus evaporation on pond surface 0.11 feet
7 25yr-24hr rainfall on pond surface 0 50 feet
8 Freeboard + Emergency Spillway Stage 1.50 feet
TOTAL 21 feet
C.Sizing Waste Storage Pond"AS BUILTS"Volume
280 ft X 100 ft top width (to top of dam)
2.1 '
Slope 2 :1 2 :1 Slope
Slope 2 :1 250 0 ft X 70.0 ft Q mid section 2 :1 Slope
228 it X 48 It bottom width
Depth Top Bottom MW A.t a
Volume= 11 16 [( 25024 ) + ( 10944 ) + 4( 17 500 j)
Volume= 184 275 cult Exceeds the 180 days loading
VOLUME NEEDED= 100,502 cuft
Normal Pump out Volume=
18,563 + 75.802 + 0 + 0.1 X 280 X
= 97,487 cuft per 180 days = 197,681 cuft per year
= 729 20G ga Ions per 1$0 days = 1,478,656 gallons per year
Maximum Pond Level(Pump-out Elevation)=
0.50 + 1.50 + 6,138 1 ( 272 x 92 )
a 2.2 below top of dam
Myers Dairy WSP Design NO 6 As Piiju 2

Soil Conservation Service 5/83
LOCATION CODE
PLAN OF EXCAVATED WASTE STORAGE POND
NAME ACP # DATE e- Z 7- 9'7 DISTRICT LJ,l4. k�
27z �
LENGTH
i
' SIDE SLOPE!-TO 1
a 1 AVE. TOP ELEV. o q
� 5
A' p /mo
ti
O
-----MID SECTION
f
t AVE. BDTTO4 ELEV.
LENGTH
Volume = depth (area of top) + (area of bottom) + (4 x area midsection:)]— Cu.F-
b
N0506 3 = l,D5019�5 S AE. � s �,f ; ? _ 2� 1D1, 1 70`
Use of facility -tea• L�cx��"�
-79
Capacity --9:1 q rj -7 ,a Gallons � Bottom Elev.
,�Normal liquid level Elev.
Volume Cost-sharing ` - Cu. rt. Storage for normal precip. (Ft) +
2� Maximum liquid level Elev. 2 -7
Soil type Storage for:
B. M. description 25 yr. freq. precip. (Ft.) +
Crest ESW Elev.
Stage (Ft.) + 5
Freeboard (Ft.) + 1 .-o
Elev. Top of Dam Elev. g 4 . a
C I
v r � J
l C u�, �Q-1Y -fie

STATE: NC PROJECT: Myers Dairy Inc.
BY: CL 13arrier DATE: 6/712007 CHECKED BY: DATE: JOB NO.:
3JECT:Waste Storage for Heifers-Storage Pond No,7
A.DESIGN VOLUMES
1.Normal Runoff for365 day period.
Use average runoff values in Ag.Waste Management Field Manual fo for Wilkes County
Surface Unsurfaced
Normal Runoff Runoff Normal
Month _Rainfall % _ Depth % Death Eva crat_ian
JAN 3.70 50 1.85 TO0.74 1.70 Q y`
FEB 3.86 _ 56 2.16 25 097 _ 160 � 1
MAR 4,51 55 2.48 241 108 3.10
APR 3 35 56 1 88 25 0.84 380
MAY 3.86 57 1 2.20 23 0.89 390
JUN 4.19 60 2 51 27 1 13 440
JUL 4.70 60 2,82 26 122 4.30
AUG 483 61 2.95 31 f 150 390
SEP 3.82 66 2.52 1 32 122 320
OCT 3.44 fit 2.i3 i 30 103 240
NOV 2.95 55 1.62 25 074 1.70
DEC 3,80 57 2.17 23 1 087 1.70
Try 6 Months
March through August Surface Runoff Depth; 1485
Drainage Area. 10.000 sgft
Surface Runoff= 14.85 10,000 sgff = 12 375 cult
12"!ft
2.Waste volume
Volume = 160 Heifers 10 galldayrcawx 180 days x 100% confinement
7.48 gal lcuft
Volume= 3$503 cult
3.Waste volume(additional source)
Volume = 0 cows x 0 gaedaylcowX 0 days x 0% confinement
7.48 gallcuft
Volume cult
4.Wash Water Volume
Parlor and Washroom Water
0 caws x 0 galidaytcowX 0 days = ®tuft
S.25yr-24hr runoff
CN=95
Rainfall=5 5"
Runoff =4 91"
25yr-24hr runoff= 4.91" X 10,000 sgft = 4,092 cult
127t
Myers Dairy WSP Design NO 7_xas PDUB 1

STATE: NC PROJECT: Myers Dairy Inc,
BY: CL Barrier DATE: 6/7/2007 CHECKED BY: DATE: JOB NO.:
3JECT:Waste Storage for Heifers-Storage Pond No.7
6.Rainfall minus evaporation on pond surface
9.53 minus 82 equals 1.33 inches112= 0.i feet per 3 Months
7.25yr-24hr rainfall on pond surface
Rainfall = 5,5" = 0.5 feet
8.Freeboard+Emergency Spillway stage= 1.5 feet
B. SUMMARY OF DESIGN VOLUMES
1.Surface Runoff for 6 months 12375 cuff
2.Waste Volume 38503 cuff
3.Waste Volume(additional source) 0 tuft
4,Wash Water Volume 0 tuft
5.25 yr-24 hr Runoff 4092 tuft
TOTAL 54,969 tuft
6.Rainfall minus evaporation on pond surface 0.11 feet
7.25yr-24hr rainfall on pond surface 0.50 feet
8.Freeboard + Emergency Spillway Stage 1.50 feet
TOTAL 2.1 feet
C.Sizing Waste Storage Pond"AS BUILTS"Volume
138 It X 92 ft tap width (to top of dam)
2-1 '
130 84
Slope 2 :1 2 -1 Slope
Slope 2 A 1110 It X 64.0 ft @ mid section 2 :1 Slope
90 ft X 44 ft bottom width
Depth TOP Bottom Mid Area
Volume= 10 16 (( 10920 ) + { 3960 + 4( 7,040))
Volume= 71 733 tuft Exceeds the 180 days load.ng
VOLUME NEEDED= 54,969 cult
Normal Pump out Volume=
12,375 + 38,503 + 0 + 0.1 x 138 A 92
= 52,296 tuft per 180 days = 106,045 tuft per year
= 391,175 gallons per 180 days = 762,350 gallons per year
Maximum Pond Level(Pump-out E'evalion)=
0.50 + t so + 4 092 1 ( 130 x 84 1
= 2.4 below top of dam
Myers Dairy WSP Design NO 7 xls Page e

.+. v. _j4. tu%.Lj"!.trl Ur 11t7rL_L%,UL1U"1 NC-ENG•-40
Soil Conservation Service 5/83
LOCATION CODE
PLAN OF EXCAVATED WASTE STORAGE POND
s �S {., T+
NAME ~D ,�, M � ACP # DATE Z-Z?-� 7 DISTRICT
�3v
LENGTH
r
IASI DE SLOPE,PTO 1iAYE. TOP ELEY.tN /---.a -- — V— MID SECTION. / Y
CL
� • 1
AVE. BOTTOM ELEY.
r (ti . '
LENGTH I
x j2L4 (.! X 107
CA t: 1 1? • , � t � ( SG, 9g
?( �►11 7 �c�ca ��5Z7�;
Volume a depth Earea of top) + (area of bottom) + (4 x area midsection¢ 01 Cu.Ft.
56j Z I ") ti� �' i i I f/q A ��J I 0 I r I ([O ryR�`. C lw,-,�- -) x Z - �� ~,
✓ l r
Use of facility
Capacity l j' ) t; -<� F�v " 'r} ' - Bottom Elev.
Gallons
Normal liquid level Elev,
Volume Cost-sharing Cu. Ft. Storage for normal precip. (Ft) +
Maximum liquid level Elev.
Soil type Storage for:
B. M. description 25 yr. freq. precip. (Ft.) +
Crest ESW Elev. — --
Stage (Ft.) +
Freeboard (Ft.) +
Elev. Top of Dam Elev,
a � ' ' L �r

STATE: NC PROJECT: Myers Dairy Inc. �^
BY: Llpe Barrier DATE: 6/712007 CHECKED BY: DATE: JOB NO..
:JECT•Waste Storage Pond 8 for Feed Out Lot for Bull Calves
A.DESIGN VOLUMES
1.Normal Runoff for 365 day period.
Use average runoff values in Ag.Waste Management Field Manual for fredell County.
Surface Unsurfaced
Normal Runoff Runoff Normal Qn o
Month Rainfall % Depth -10 Depth Evaporation
JAN 3.70 50 1.85 20 0.74 1.70
FEB 3.86 56 2.16 25 097 1 6D
MAR 4.51 55 2.48 24 108 310
APR 3.35 56 1.88 25 0.84 380
MAY 3.86 57 2.20 23 0.89 3.90
JUN 4.19 60 251 27 113 4.40
JUL 4.70 60 2.B2 26 1.22 4.30 !
AUG 4.83 61 2.95 31 1.50 390
SEP 3.82 66 2.52 '32 1.22 3.20
OCT 3.44 62 2.13 3D 103 2.40
NOV 2.95 55. 1.62 25 0.74 1.70
DEC 380 1 57 2.17 23 087 1.70
Try 6 Months
March through August Surface Runoff Depth- 1485
Drainage Area: 15.000 sgft
Surface Runoff= 14.85 15,000 sgft - 18 563 tuft
12"Ift
2.Waste volume Feed Out A
Volume = 60 x 15 gaVday,cowX 180 days X 50% confinemgnl
7 48 gal!tuft
Volume= 10 829 curt
3.Waste volume(add Gonal source)
Volume = 0 cows x gaudayrww x 0 days x 0% confinement
7.48 gal!tuft
Volume= 0cuft
4.Wash Water Volume
Parlor and Washroom Water
0 caws x 0 gaVdsy-wwX 0 days = Ocult
5.25yr-24hr runoff
CN=95
Rainfall=5.5"
Runoff =4.91"
25yr-24hr runoff= 4.91" X 4.000 sgft = 1.637 tuft
12'7(1
Myers Dairy WSP Design NO 8 As Page{

STATE: NC PROJECT: Myers Dairy Inc,
BY.' Li a Barrier DATE: 6/7/2007 CHECKED BY: DATE: JOB NO,:
:JE:CT:Waste Storage Pond 8 for Feed Out Lot for Bull Calves
6.Rainfall minus evaporation on pond surface
9.53 minus 82 equals 133 inches112= 0.1 feet per 3 Months
7,25yr-24hr rainfall on pond surface
Rainfall = 5,5" = 0.5 feet
8.Freeboard+Emergency Spillway stage= 1.5 feet
B. SUMMARY OF DESIGN VOLUMES
1.Surface Runoff for 6 months 18563 curt
2 Waste Volume 10829 cuft
3 Waste Volume(additional source) 0 cuft
4.Wash Water Volume 0 cuft
5.25 yr-24 hr Runoff 1637 cuft
TOTAL 31,028 cuft
6.Rainfall minus evaporation on pond surface 011 feet
7. 25yr-24hr rainfall on pond surface 0.50 feet
8 Freeboard + Emergency Spillway Stage 150 feet
TOTAL 2.1 feet
C.Sizing Waste Storage Pond"AS GUILTS"Volume
ft X 102 ft top width (to top or dam)
2.1 '
1 0 100
Slope 2 1 2 1 Slope
Slope 2 :1 93.0 ft X 83.0 ft @ mid section 2 .1 Slope
76 ft X fib rt bottom width
Depth TOP Bottom M d Area
Volume= 7 !6 (( 11D00 ) + ( 5016 ) + 4( 7,719))
Volume= 1 54,7071 - cuft Exceeds the 365 days loading
VOLUME NEEDED= 31,028 cuft
Normal Pump out Volume=
18.563 + 10 829 + 0 + 01 x 0 x +r72
= 29.391 cuft per 180 days = 59.599 cuft per year
= 219 848 gallons per 160 days = 445 802 gallons per year
Maximum Pond Level(Pump-out Elevation)=
050 + 1.50 + 1.637 ! { 110 x 100 ti
= 2 1 below top of dam
Myers Dairy WSP Design NO a.xis
Pa,�Q 2

EMERGENCY ACTION PLAN
PHONE NUMBERS
EMERGENCY MANAGEMENT SYSTEM t
SWCD
NRCS
This plan will be implemented in the event that wastes from your operation are leaking,
overflowing,or running offsite. 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. Add soil to berm to increase elevation of dam.
b. Pump wastes to fields at an acceptable rate.
c. Stop all flows to the lagoon immediately.
d. Call a pumping contractor.
e. Make sure no surface water is entering lagoon.
B: Runoff from waste application field-actions include:
a. Immediately stop waste application.
b. Create a temporary diversion to contain waste.
c. incorporate waste to reduce runoff.
d. Evaluate and eliminate the reason(s)that 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 irrigation pump.
c. Close valves to eliminate further discharge.
d. Repair all leaks prior to restarting pumps.
RECEP 'DWR
-JUL 16 2019 1 December 18, 1996
Wai•'r Oua!ity
Regional Operations Section

D: Leakage from flush systems,houses,solid separators-action 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 action:
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 - - . 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 EMS Phone number
c. Instruct EMS to contact local.Health Department. Y x , f�,JJ Y
d. Contact CES, phone numbe`rs=_,k� ;local SWCD office phone number; = - ` ,and
local NRCS office for advice/teclvtical assistance phone number
2 December 18, 1996

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
b. Contractors Addres � ,;
c. Contractors Phone:
6: Contact the technical.specialist who certified the lagoon(MRCS,Consulting Engineer,etc.)
a. Name: tdSfOCIOIO
b. Phone: ��
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.
3 December 18, 1996

Insect Control Checklist for Animal Operations
Source Cause BKPs to Control Insects Site S ecific Practices
Lirluid S�•stems _
Flush gutters o Accumulation of solids Ef Flush system is designed and operated
sufficiently to remove accumulated solids from
gutters as designed
la'Remove bridging of accumulated solids at
discharpe
Lagoons and pits o Crusted solids O' Maintain lagoons,settling basins and pits where
pest breeding is apparent to minimize the crusting
of solids to a depth of no more than b to S inches
over more than 30 percent of surface
Excessive vegetative o Decaying vegetation G' Maintain vegetative control along banks of
growth Igoons and other impoundments to prevent
accumulation of decaying vegetative matter along
water's edge on impoundment's perimeter.
Dt- Systems
Feeders o Feed spillage G -Design,operate,and maintain feed systems
(e.g.,bunkers and troughs)to minimize the
accumulation of decaying wastage
Q"Clean 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 BMPs to Control Insects ~� Site S ecific Practices
Feed storage o Accumulations of feed Reduce 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)
C31"Inspect for and remove or break up accumulated
solids in filter strips around feed stor_ale as needed
Animal holding o Accumulations of animal Eliminate low areas that trap moisture along fences
areas wastes and feed wastage and other locations where waste accumulates and
disturbance by animals is minimal
O"Maintain fence rows and filter strips around animal
holding areas to minimize accumulations of wastes
(i.e.,inspect for and remove or break up
accumulated solids as needed)
Dry,manure a Accumulations of animal _ Remove spillage on a routine basis(e.g., 3 U S —
handling systems wastes 7-to 10-day interval during summer; 15-to 30-day P
interval during winter)where manure is loaded for ����''� �� q
land application or disposal 3
#Ar O Provide for adequate drainage around manure
ckpiles
Rr Inspect for and remove or break up accumulated
wastes in filter strips around stockpiles and manure
handlin T areas as needed
For more information contact:
Cooperative Extension Service, Department of Entomology,Box 7613,North Carolina State University,Raleigh,NC 27695-7613.

Dairy Farm Waste Management Odor Control Checklist
Source Cause BMPs to Minimize Odor Site-Specific Practices
Farmstead a Dairy production Ef Vegetative or wooded buffers
0"Recommended best management practices
O'*'Good judgment and common sense
Paved lots or barn o Wet manure-covered Scrape or flush daily
alley surfaces surfaces W Promote drying with proper ventilation
Routine checks and maintenance on waterers,
hydrants,pipes,stock tanks
Bedded areas o Urine Promote drying with proper ventilation
Partial microbial Replace wet or manure-covered bedding
decomposition
Manure dry stacks a Phial microbial NbQ Provide liquid drainage for stored manure o
decomposition
Storage tank or basin a Partial microbial 0M O Bottom or mid-level loading
surface decomposition NKO Tank covers
a Mixing while filling 1#0 Basin surface mats of solids
a Agitation when emptying l"Minimize lot runoff and liquid additions
Agitate only prior to manure removal
lrProven biological additives or oxidants
Settling basin a Partial microbial 9`Liquid drainage from settled solids
surfaces decomposition a Remove solids regularly
a Mixing while filling
a -Agitation when emptyin
Manure,slurry,or a Agitation when spreading C7 Soil injection of slurry/sludges
sludge spreader a Volatile gas emissions E">Vash residual manure from spreader after use
outlets O'Proven biological additives or oxidants

Dairy Farm Waste Management Odor Control Checklist
Source Cause BMPs to Minimize Odor Site Specific Practices
Uncovered manure, o Volatile gas emissions while Sail injection of slurry/sludges
slurry,or sludge on drying ff"Soil incorporation within 48 hours
field surfaces C,O�B�S ead in thin uniform layers for rapid drying
YrOVen biolo ical additives or oxidants
Flush tanks o Agitation of recycled lagoon Flush tank covers
liquid while tanks are filling Extend fill lines to near bottom of tanks with
anti-siphon vents
Outside drain • Agitation during wastewater Box covers
collection or conveyance
function boxes
Lift stations a Agitation during sump tank j� Sump tank covers
filling and drawdown
End of drainpipes at o Agitation during wastewater O Extend discharge point of pipes underneath
lagoon conveyance lagoon liquid level
Lagoon surfaces o Volatile gas emission ` Proper lagoon liquid capacity
Biological mixing lr Correct lagoon startup procedures
o Agitation 0(Minimum surface area-to-volume ratio
Or Minimum agitation when pumping
0Mechanical aeration
ff Proven biological additives
Irrigation sprinkler O High pressure agitation G' Irrigate on dry days with little or no wind
nozzles 0 Wind drift ET'Minimum recommended operating
p g procedure
Q'Pump intake near lagoon liquid surface
01"Pump from second-stage lagoon
W.Flush residual manure from pipes at end of
slurry/sludge pumpings

Dairy Farm Waste Management Odor Control Checklist
Source Cause BMPs to Minimize Odor Site Specific Practices
Dead animals . ' Carcass decomposition Proper disposition of carcasses
Standing water a Improper drainage Grade and landscape such that water drains away
around facilities o Microbial decomposition of from facilities
organic matter
Mud tracked onto 9 Poorly maintained access Er 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

Operation and Maintenance Plan
for a
Waste Management SyOtei i
Prepared for
Myers Dairy Farm
Wilkes County, North Carolina
By
Wilkes Soil and Water Conservation District
and
USDA - Natural Resources Conservation Service
September 2006
i

Table of Contents
OPERATION AND MAINTENANCE PLAN
System Overview 3
Waste Storage Ponds 4
Sand Lane . . . . . . . . . . . . . . . 5
Sand Storage . . . . . . . . . . . . . . . . . . 5
Milking Parlor Waste Water piping . . . . . . . . . . . . . , . . . . 6
Waste Hauling System . . . . . . 6
Clean Water Collection and Piping System. . . . . . . . . . . . . . . . . 7
Concrete Curbs . . . . . . . . . . . . . . . ... . . . . . . . . 7
Vegetated Diversion . . . . . . . . . . . . . . . . . . . . . . . . . . 7
General Comments . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8
Additional Considerations and Responsibilities . . . . . . . . 8
EMERGENCY ACTION PLAN . . . . . . . . . . . . . . . . . . 12
Odor Control Checklist . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 14
Insect Control Checklist . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 17
Mortality Checklist . . . . . . . . . . . . . . . . . . 19
2

SYSTEM OVERVIEW
This Animal Waste Management System for milk cows consists of the following
major components:
1. FOUR WASTE STORAGE PONDS
2. ,SAND LANE
3. SAND STORAGE
4. MILKING PARLOR WASTE WATER PIPING
5. WASTE HAULING AND IRRIGATION EQUIPMENT
6. CLEAN WATER COLLECTION AND PIPING SYSTEM
and the following associated components
7. CONCRETE CURBS
8. VEGETATED DIVERSION
All manure is scraped from freestall barns into a flush ditch and transferred to a
sand lane by 1800 gallons per minute of flush water. Sand is separated and
organic material and liquid waste are transferred and stored in the waste storage
ponds. Waste is hauled or irrigated from the waste storage ponds and spread at
agronomic rates. The waste storage ponds are designed to provide storage for
the wastes produced by 750 milk cows.
Also, contaminated runoff flows into the waste storage ponds. The waste
storage ponds are designed to provide storage for normal runoff from the
drainage areas and waste water from the milk barn and provide storage space
for the twenty-five (25) year, twenty-four(24) hour storm runoff from the drainage
areas.
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.
RECE.. < - 0WR
JUL 16 2019
r"v nrQua!sty
Regional operations Section
3

1. WASTE STORAGE PONDS
OVERVIEW
The waste storage ponds are designed to store manure, runoff and wastewater.
Additional storage space is included to contain the twenty-five (25) year, twenty-
'four(24) hour storm runoff from the feedlot. A post will be installed with the level
of the top of post indicating the level of storage available prior to infringing on the
25 year, 24 hour storm capacity. NOTE: The 25 year-24 hour storm will be
stored in the large liquid pond from all the ponds. The waste storage ponds
consists of earthen dams and 12" PVC piping for discharging contaminated
water and manure into the structures. The maximum storage level below the
emergency spillway elevation is shown below for each pond. The design storage
period is also shown.
Max. level below ESW I Design Storage Period
1" Pond at Milk Cow 1.0 150 days
Freestall Barns
2"° pond at Milk Cow 1.0 90 days
Freestall Bams
TO pond at Milk Cow 1.4 180 days
Lar a Liquid Pond
4"' pond at Milk Cow 1.0 0 days
Old Pond behind freestalls Holding Pond for
Flush Ditch
OPERATION
The service life of the waste storage ponds will be determined by the level of
management for the entire system. Once the manure and bedding materials
have reached the waste storage ponds, how effectively the waste is agitated will
determine the amount of solids which remain in the waste storage ponds.
When upper pond at Freestall bams is agitated, the valve in transfer pipe to lower
pond should be closed. This will reduce manure solids flowing to second pond.
Over time it is expected that some solids will accumulate in the waste storage
ponds. Poor management will result in the rapid accumulation of solids, which
will reduce the usable capacity of the waste storage ponds 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.

MAINTENANCE
The concrete in the waste storage ponds should be inspected periodically for
major cracks. Vegetation on the dams should be inspected periodically and
reseeded as needed to maintain a vigorous stand. The dams should be mowed
at least annually to prevent woody growth. Mowing 6perations must take place
only when the.soil of the dam is dry, and vegetation should not be mowed to a
height of less than four(4) inches at any time. Any evidence of sloughing or
seepage should be reported to the Wilkes Soil &Water Conservation District
office.
2. SAND LANE
OVERVIEW
Sand settling consists of sand lane below the freestall barns, a flat settling
channel approximately 300' long. Sand-laden manure is hydraulically flushed to
a settling area to remove as much sand as possible.
Sand will need to be removed at least once a day. Sand in lower leg should be
moved to upper leg to rewash. Sand trapping efficiency is not 100% effective.
Some sand will need to be removed from settling pond periodically.
MAINTENANCE
The concrete should be inspected periodically for major cracks.
3. SAND STORAGE
OVERVIEW
Sand Storage consists of a concrete area to drain water and to store sand. A
concrete slab will be used to allow easy access to remove sand. The sand
storage is part of the settling area next to sand lane.
MAINTENANCE
The concrete should be inspected periodically for major cracks.
5

4. MILKING PARLOR WASTE WATER PIPING
OVERVIEW
The milking parlor wastewater piping consists of a pipe from the milking parlor to
the waste storage pond.
MAINTENANCE
Inspect the pipe components for cracks or other damage, and make repairs or
replace as needed. Inspect the structure regularly and remove accumulated
solids.
5. WASTE HAULING AND IRRIGATION EQUIPMENT
OVERVIEW
The waste hauling equipment consists of tanks for slurry manure. Slurry tanks
are loaded with an agitator pump system. Sand/Manure accumulations will be
removed from pond by mechanical loading on side slinger manure spreaders
and spread on application areas. Waste irrigation equipment consists of a
traveling gun irrigation system or hard hose pull. This equipment is used to
spread liquid waste with few solids on cropland.
OPERATION
Manure hauling and irrigation should be initiated prior to the liquid level reaching
the full storage level marker in each waste storage pond. When the liquid level
in the waste storage ponds reaches the marker, liquids must be removed for land
application. Do not spread in such a manner as to cause runoff or erosion. Do
not spread on frozen or saturated soils.
The initial step in each spreading operation is to properly agitate the waste in the
waste storage ponds. Slurry waste will be tank hauled to the fullest extent
possible.
MAINTENANCE
Soil tests the application fields annually. Vegetation in the fields should be
inspected periodically and reseeded as needed to insure a vigorous stand.
Fields may also need to be limed and fertilized annually.
6

6. -CLEAN WATER COLLECTION AND PIPING SYSTEM
OVERVIEW
Clean water collection and piping consists of diverting clean water around waste
storage ponds.
MAINTENANCE
Inspect the components of the CLEAN WATER COLLECTION AND PIPING
SYSTEM annually for cracks or other damage, and make repairs or replace as
needed. Inspect annually and remove'accumulated sediment.
7. CONCRETE CURBS
OVERVIEW
The concrete curbs constructed around the freestall barns are required to divert
water and waste into waste storage ponds.
MAINTENANCE
The concrete should be inspected periodically for major cracks.
8. VEGETATED DIVERSION
OVERVIEW
VEGETATED DIVERSIONS are located above the waste storage ponds and will
convey non-contaminated runoff around the structures.
7

MAINTENANCE
The vegetation in the diversion should be inspected periodically and reseeded as
needed to insure a vigorous stand. It is essential that neither vehicles nor
livestock be allowed to create travel lanes within the diversion. The diversion
should be mowed at least annually to prevent.woody growth. The diversion may
be control grazed or mowed for hay. Grazing and mowing operations must take
place only when the soils are dry, and vegetation should not be grazed or mowed
to a height of less than four (4) inches. If sedimentation has reduced the
capacity of the channel, contact the Wilkes Soil and Water Conservation District
for technical assistance in correcting this problem.
GENERAL COMMENTS
PESTICIDE USE
Extreme care should be exercised with the use of all herbicides so that desirable
vegetation, especially that of the filter area, diversion and dam, is not adversely
affected. It is a violation of law to use any pesticide in a manner not permitted by
its labeling. To protect yourself, never apply any pesticide in a manner or for a
purpose other than as instructed on the label or in labeling accompanying the
pesticide product that you purchase. Do not ignore the instructions for use of
protective clothing and devices and for storage and disposal of pesticide wastes,
including containers.
REPAIRS
Notify the Wilkes Soil and Water conservation District if repairs or major
modifications are required for any of the components of this Waste Management
System.
Additional Considerations and Requirements
1. The collection, treatment and storage facilities shall be properly
maintained and operated at all times; this also includes the land
application equipment and sites.
2. A suitable vegetative cover shall be maintained on all land application
sites and buffers in accordance with the Waste Utilization Plan. No waste
may be applied on fields not approved by or prepared in accordance with
the Waste Utilization Plan.
3. An acceptable pH of the soil shall be maintained on all land application
sites to insure an optimum yield for the crop(s) being grown.
8

4. The plant available nitrogen (PAN) application rates and hydraulic loading
rates identified in the Waste Utilization Plan shall not be exceeded.
5. Application of animal waste on land which is used to grow crops for direct
human consumption (e.g., strawberries, melons, lettuce, cabbage, etc.)
shall not occur within 30 days prior to or during the planting of the crop or
at any time during'the growing season, or in the case of fruit bearing
trees, 30 days prior to breaking dormancy. For fiber and food crops,
which undergo further processing, application of animal waste shall not
occur within 30 days of harvesting. If waste is to be applied to bare soil,
the waste shall be incorporated into the soil within 24 hours after the
application on land.
6. Domestic wastewater from showers,`toilets, etc. shall not be discharged
into the animal waste management system. Wash vats required to be
connected to the animal waste management system by the Grade A
Pasteurized Milk Ordinance Part 11, Section 7, Item 5r are exempt from
this requirement. Wash-down of stock trailers owned by and used on the
dairy only will be permissible as long as the design accommodates the
additional wastewater and as long as detergents and disinfectants are
used which have been labeled as readily biodegradable by the
manufacturer.
7. Disposal of dead animals shall be done in accordance with the North
Carolina Department of Agriculture (NCDA) regulations and the Waste
Utilization Plan.
B. Grazing of animals on application sites shall be controlled in accordance
with USDA-Natural Resources Conservation Service Standards.
9. Solid materials such as, but not limited to, bottles, gloves, syringes, silo
covers or any other solid waste from the dairy operation shall be
prevented from entering the waste management system and shall be
disposed of properly.
10. The facility must have either adequate animal waste application and
handling equipment on site, a lease for the use of necessary equipment, a
contract with a third party applicator or a contract for the purchase of the
equipment. In all cases, the equipment must be capable of applying the
waste on sites specified in the Waste Utilization Plan and at rates not to
exceed agronomic and hydraulic loading for the sites.
11. Animal waste shall not be applied to wetlands or surface water or shall not
reach wetlands or surface waters of the state by runoff, drift, manmade
conveyances (pipes or ditches), direct application, or direct discharge
during operation or land application. Any discharge of waste, which
9

reaches surface water, is prohibited. Illegal discharges are subject to the
assessment of civil pgnalties of up to $10,000 per day per violation by the
Division of Water Quality for every day the discharge continues.
12. Animal waste shall be applied on land eroding at less than 5 tons per
acres per year. Waste may be applied to land that is eroding at 5 or more
tons but less than 10 tons per acre per year providing grass filter strips are
installed where runoff leaves the field.
13. Animal waste shall not be applied to saturated soils, during rainfall events,
or when the soil surface is frozen. When animal waste is to be applied on
acres subject 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.
14. Animal waste shall not be applied closer than 25 feet to surface water.
This distance may be reduced for waters that are not perennial provided
adequate vegetative filter strips are present.
15. Animal waste shall not be applied closer than 100 feet to wells.
16. Animal waste shall not be applied closer than 200 feet to dwellings other
than those owned by the landowner.
17. Waste shall not be applied on other property or public right-of-ways.
18. Animal waste applied on grassed waterways shall be at agronomic rates
and in a manner that causes no runoff or drift from the site.
19. 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 excess levels. Soil test and waste analysis records shall
be kept for 5 years.
20. Liquid waste shall be applied at rates not to exceed the soil infiltration
rate. No ponding shall occur.
21. Records of waste application shall be maintained to establish Actual
application rates. The records will include date of application, amount of
waste applied per acre by tract number and field number, most recent
waste analysis and soil test report, and the realistic yield expectation
(RYE) nitrogen rate. Waste application records shall be maintained for 5
years.
10

22. Proper calibration of application equipment should be done to ensure
uniformity and accuracy of spreading rates.
23. Animal waste should 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 forsalt damage from animal waste should be
considered also.
24. It is the responsibility of the owner of the dairy to secure an update of the
waste utilization plan when there is a change in the operation, number of
animals (increase), method of utilization or available land.
II

EMERGENCY ACTION PLAN
This plan will be implemented in the event that wastes from your livestock
operation are leaking, overflowing or running off of the 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 dairy 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. Solid manure stacking facility solutions may be:
a. Add soil to form a berm around the structure.
b. Remove waste from the structure and transport to the field.
c. Stop all flows to the wastewater tank immediately.
d. Call a contractor to remove waste from the structure.
e. Make sure no surface water is entering the structure.
2. Assess the extent of the spill and note any obvious damages.
A. Did the waste reach any surface waters?
B. Approximately how much waste was released and for what
duration?
C. Was any damage observed, such as an employee injury, fish kill 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 sources such as wells in danger(either on or off
of the property)?
H. How much reached the surface waters?
12

3. Contact the appropriate agencies.
A. Contact the North Carolina Department of Environment and Natural
Resources- Division of Water Quality at the Winston-Salem
Regional Office.
PHONE: [phone]
Hours: 8:00am - 5:00pm Monday through Friday
IF OUTSIDE NORMAL BUSINESS HOURS:
Contact the North Carolina Department of Crime Control and Public
Safety- Division of Emergency Management's
ENVIRONMENTAL EMERGENCY HOTLINE (24 hours)
PHONE: [phone]
B. If the spill leaves your property or enters surface waters, instruct
Emergency Management personnel to contact the local Health
Department.
C. Contact the Wilkes Soil and Water Conservation District
4. If none of the above works or if there is an immediate danger to human
life, call 911 or the Wilkes County Sheriffs Department. 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 the problem to
minimize off-site damage.
Contractor's Name:
Contractor's Address:
Contractor's Phone:
6. Implement procedures as advised by the Division of Water Quality and
technical assistance agencies to rectify the*damage, repair the system
and reassess the waste management plan to prevent future releases of
animal waste.
_ . j)WR
14U L 16 2019,
via artaua.ity
Regional Operations Section

VIII. Waste Settling Pond #1
Manure and water from sand lane will be diverted into
settling waste pond #1 located downhill and west of
freestall barns. Manure solids will settle and float.
Periodically, manure solids in waste settling pond #1 will
be agitated, pumped and hauled in slurry tanks to cropland.
Approximately 5 months of manure solids will be stored in
this pond. Most of the waste sand should remain in this
pond. Five months of manure storage and approximately 4
years of sand storage is planned for this pond.
It is estimated that approximately 20% of yearly sand
usage volume will end up in waste settling ponds #1. This
volume is estimated to be 16, 896 cu ft per year. Most of
the volume will be in settling pond #1 since this will be
the primary settling pond.
A. Storage Volume Required
Volume = 210,561 + 4 years x 16,896 cu ft/yr= 278, 145 cu ft.
The pipe discharge from th4 ^ '7ed 1' below
emergency spillwav
B. Volume 0
/- # 4
� �o�d5
A�U C i i5
J
2. 3:1 �(j 3 /2.3:1
Volume = 10/6[100 r146 X 246 +4 (123 X 223) ]
= 276, 053 cu ft
It is anticipated that most of t e stored
near the point of entry into thi on 20%
sand collection rate, slightly 1 and
storage is available.
NRCS 14 Dewayne Myers Dairy

C. Time to Fill Pond with Flush Water
If waste settling pond #1 is completely empty, the pond will
fill up with water and waste from sand lane in the following
amount of time if 1800 gal/min flows into the pond.
Fill time = 276,053 cu ft x 7. dBgal / [1B00 gal x 60 min
cu ft min hr
19. 1 hours
IX. Waste Settling Pond #2
Waste settling pond #2 is a secondary waste settling pond.
This new pond will be located adjacent to liquid pond. This
pond will also be used as primary pond while settling pond
#1 is being emptied.
A. Storage Volume Required
Waste settling pond #2 will store the following volume
of waste. From computation in section II, 125, 337 cu ft per
90 days of waste will be produced on the dairy. Most of the
waste sand should remain in waste settling pond #1.
B. Volume of Waste Settling Pond #2
102' X 302'
2. 0'
3: 1 10, 3: 1
__/
30' X 230'
Volume = 10/6[30 X 230 +90 X 290 +d {60
= 159,000 cu ft OK
C. Time to Fill Pond with Flush Watez
If waste settling pond #2 is completely empty, the pond will
fill up with water and waste from waste settling pond #1 in
the following amount of time if 1800 gal/min flows into the
pond.
Fill time = 159, 000 cu ft x 7.48c�al / [1800 gal x 60 min
Cu ft min hr
11.0 hours
NRCS 15 Dewayne Myers Dairy

D. Clay Liner and Stripping Foundation
On August 9, 2006 a geologic investigation was
completed by Kim Kroeger, Geologist, and David Clay, Civil
Engineer.
Waste Pond site and borrow areas were evaluated. See
report for conclusions and recommendations incorporated into
the design.
Two samples were submitted to the Fort Worth Soil
Mechanics lab for testing and to make recommendations for a
constructed clay liner and earth fill for embankment. See
report dated September 27, 2006 for conclusions and
recommendations incorporated into the design.
The clay Liner depth is estimated to be 1. 0 ' for this
waste pond. An additional 0.5 feet of sandy material will
be used to cover clay liner. The clay liner will require
that dense soda ash, a dispersant, be added in order to
obtain the desired permeability. The foundation of the
embankment has a considerable depth of topsoil and organics
from previous waste ponds constructed on�the farm. A cutoff
trench shall be constructed down to residual material.
X. Waste Storage Pond #4
Waste storage pond #4 is located immediately behind the
freestall barns. It will be used to store waste water.
Waste water from large liquid pond will be pumped this pond
using a relatively small pump. A large pump in this pond
will be used to flush water into the sand lane.
Rainfall and 25 yr -24 hr runoff will be transferred
back to the large liquid pond when this pond is full.
A. Volume of Waste Storage Pond #4
79 ' x 262'
1.0' /
2:1 12 ' 2 .1
27' X 210 '
Volume = 12/6 [27 X 210 + 75 X 240 +4 (51 X 225) ]
= 139,140 cu ft
NRCS 16 Dewayne Myers Dairy

This pond will be emptied by pumping to sand lane.
NOTE: AN EXISTING TRANSFER PIPE IN POND #4 WILL NEED TO BE
MODIFIED TO ALLOW 25 YEAR -24 HR RAINFALL TO BE PASSED
THROUGH THE SYSTEM.
B. Time to Fill Pond with Flush Water
If waste settling pond #4 is completely empty, the pond will
fill up with water and waste from the large liquid pond by
pump in the following amount of time if 100 gal/min flows
into the pond.
Fill time = 139,140 cu ft x 7.48gal / [100 aal x 60 min
cu ft min hr
= 174 hours = 7.2 days
In 24 hours, the pump will transfer 72,000 gallons or enough
water to flush for 144, 000 gallons/1800 gallons/min or 80
minutes.
XI. Waste Storage Pond #3
All of liquid waste will be transferred to the waste storage
pond #3 located downhill of sand lane. Liquid waste
includes milking parlor wash water, rainfall runoff, and
rainfall minus evaporation on all ponds. All the 25 yr - 24
hr storm storage volumes from all other waste ponds will be
transferred to this pond.
Mr. Harner indicated that the most critical item in
separating sand and reusing the sand for bedding freestalls
is the volume of water in the system. Ideally 70
gallons/cow/day of water which includes the rainfall and
parlor water will be added to the system. Using the
settling ponds to remove solids may reduce this quantity
significantly. Trial and error will determine actual
quantity needed.
A. Volumes Transferred from Pond #1, #2 and #4
25 year storm waste storage settling pond #1
157'x257'x.5 ' = 20,175 cu ft
Rainfall minus evaporation on waste settling pond #1
1.2 '/year x 1571x257' = 48,419 cu ft
25 year storm waste storage settling pond #2
102'x302'x.5' = 15,402 cu ft
MRCS- 17 Dewayne Myers Dairy

Rainfall minus evaporation on waste settling pond #2
1.2 '/year x 1021x302 ' = 36, 965 cu ft
25 year storm waste storage settling pond #4
79'x262 'x.5 ' = 10,349 cu ft
Rainfall minus evaporation on waste settling pond #4
1.2 ' /year x 791x262 ' = 24, 838 .cu ft
NRCS 18 Dewayne Myers Dairy

B. Summary of Design Volumes for Large liquid pond
1. Surface Runoff 72, 600 cu ft
2. Unsurface Runoff 5, 179 cu ft
3. 25 year - 24 hour surface runoff 14, 321 cu ft
4. Parlor Water 274,482 cu ft
5. 25 year - 24 hr from Pond #1 20, 175 cu ft
6. R-E from Pond #1 48, 419 cu ft
7. 25 year - 24 hr from Pond #2 15, 402 cu ft
B. R-E from pond #2 36, 965 cu ft
9. 25 year - 24 hr from Pond #4 10, 349 cu ft
10. R-E from pond #4 24, 838 cu ft
TOTAL 522,730 cu ft
7. Rainfall minus evaporation on pond surface 1.2 ft
B. 25 yr- 24 hr rainfall on pond surface 0. 5 ft
9. Freeboard + Emergency Spillway Stage 1.0 ft
TOTAL 2.7 ft
C. Volume of Waste Storage Pond #3
2.7'
3: 1 9.3' 3: 1
200' X 200'
Volume = 9.3/6 [200 X 200 +255.8 X 255. 8 +4 (227. 9 X 227. 9) )
= 485, 440 cu ft
Maximum pump out level in Large Pond
0. 5' + 1.0' + (14, 321 + 15, 402 + 20, 175 + 10, 349) / (260'
X 2 60' )
= 2.4 ft
Storage Volume Available for Waste Water
Volume = 9. 6/6(200 X 200 +257. 6 X 257. 6 +4 (228. 8 X 228.8) )
= 505,209 cu ft
Total Storage Volume of Waste Water
= Waste Pond 3 Volume + Waste Pond 4 Volume
= 505,209 cu ft + 139, 140 cu ft
= 644, 349 cu ft = 4, 820, 000 gallons
NRCS 19 Dewayne Myers Dairy

Estimated water added to system based on operating without a
flush system is as follows.
Volume = 72, 600 + 5, 179 + 274,482 + 48,419 +36, 965 + 24, 838
= 462,483 cu ft = 3,460,000 gallons
It should be noted that most of the above volume likely is
mixed with slurry manure and does not reach liquid pond for
the system without a flush system.
D. Estimated Storage Period for Waste Water Storage
The ideal liquid volume to collect sand is 70 gallon/cow/day
according to Dr. Joe Harner.
Volume = 750 cows x 70 gallons/day/cow x 365 days
= 19, 162, 500 gallons/365 days
For the worst case, the storage period in liquids ponds is
approximated below.
(Worst Case)
Storage period = 4,820, 000 gal/19,162, 500 gal/365 days
= 92 days
It is felt using settling ponds to remove solids that
the volume of water can be reduced to approximately 35
gallons/cow/day or about half that used in estimate above.
Volume = 19,162,500/2 = 9,581, 000 gallons/365 days
(Anticipated Case)
Storage Period = 4,820, 000 gal/9,581, 000 gal/365 days
= 184 days Storage for liquid storage
NOTE: BASED ON THE ANTICIPATED CASE, THE FOLLOWING VOLUME
OF CLEAN WATER WILL NEED TO BE ADDED TO SYSTEM EACH YEAR.
Additional
Clean Volume = 9,581, 000 gallons - 3,460, 000 gallons
6, 121, 000 gallons
V = 18 .8 ac-in water
Waste storage pond #3 should be hauled or irrigated
before the water level reaches the 25 yr - 24 hr storage
volume. This elevation is 2.4 ft below the top of dam. The
emergency spillway elevation is planned 1.0 foot below the
top of dam.
NRCS 20 Dewayne Myers Dairy

STATE:NC PROJECT:M•ers Dai; Inc.
BY:Upe Barrier, DATE: 6/7/2007 CHECKED BY: DATE: JOB NO.:
JECT,Waste Storage Pond 5 for 3 Month Ofd Calves
A.DESIGN VOLUMES
1.Normal Runoff for 365 day period.
Use average runoff values in Ag.Waste Management Field Manual for bade]]County.
Surface Unsurfaced
Normal Runoff Runoff Normal
Month Rainfall % Depth % _ De th Ev t;on
JAN- 3.70' SD 1,85" 20 0.74 1.70
FE8 386 58 2.16 25 0.97 1 80
MAR 4.51 55 2.48 24 1.00 3.10
APR 3.35 58 1.88 25 0.84 3.80
MAY 3AS 37 2,20 0.89 3.90
JUN 4.19 60 2.51 27 1.13 4.40
JUL` 4.70 50 2 2 28' 1= k30 t
AUG 4.33 61 2.95 31 1.50 3.9D
SEP 3.82 66
'2:52 32 .1.22 3.20
OCT 3.44 62 2.13 30 1.03 2.40
NOV '2 95 55 1.62 .25 0.74 1,70"
DEC 3.80 57 2.77 23 0.87 1 1.70
Try 6 Months
March through August Surface Runoff Depth. 1485
Drainage Area: 5,000 sgft
Surface Runoff= 14.85 54000 sq" = 6188 tuft
12"M
Z Waste volume 3 month OM Calves
Volume = 20 x 5.3 gawaykawx 180 days x 100%confinement
7.48 gal/cult
Volume= 2 551 cult
3.Waste volume(addihonai source)
Volume = 0 Cows % 9811ftkewX 0 days X 0%confineme
Volume cuk 7.48 gal kuft
= �
4.Wash Water Volume
Parlor and Washroom Water
6 cows x 0 gwday'cowx 0 days CUR
5.25yr•24hr runoff
CN=95
Rainfall=5.5"
Runoff=4.91"
25yr-24hr runoff= 4.91"
12-m -
Myers Dairy WSP Design NO 5.xls Page 1

STATE:NC PROJECT:Myers Daily Inc.
BY: Lipa Barrier DATE: 6/7/2007 CHECKED BY: DATE: JOB NO,:
SJECT_Waste Sloragi a Pond 5 for 3 Month Old Calves
6.Rainfall minus evaporation on pond surface
9.53 m nus 8.2 equals 1.33 incheall2= 0.7 feet per 3 Months
7.25yr-24hr rainfail on pond surface
Rainfall = 5 5" - 0.5 feet
8.Freeboard+Emergency Spillway stage= 1.5 feet
B. SUMMARY OF DESIGN VOLUMES
1.Surface Runoff for 6 monlhs else cuff
2.Waste Volume 2561 cult
3.Waste Volume(additional source) 0 cam(
4.Wash Water Volume 0 cuft
5,25 yr-24 hr Runoff 2045 Cult
TOTAL 10,784 cuft
6.Rainfall minus evaporation on pond surface 0.11 feet
7.25yr-24hr rainfaL on pond surface 050 feet
8 Freeboard + Emergency Sgtiway Stage - 1,50 feet
TOTAL 2.1 feet
C.Sizing Waste Storage Pond"AS BUILTS"Volume
ft X 70 It top width (to lop of dam)
21
6 3 192 -i
Slope 2'1 2 7 51ope
Slope 2 1 Soo ft X 49.0 ft@ mid section 2 A51ope
35 it • X 34 lt bottom width
Depth TOP 60110m MldArea
Volume= 7 16 (( 416D ) + ( 1190 ) + 4( 2,450)]
Volume= 17 675 aft Exceeds the 365 days loading
VOLUME NEEDED= 10,784 cuft
Normal Pump out Volume=
6,183 + 2,651 + 0 + 0.1 x 0 x 70
= 5.738 cull per 180 days = 17,719 cuft per year
= 65,363 gallons per 180 days = 132,541 gallons per year
Maximum Pond Level(Pump-out Elevation)=
0.50 + 1.60 + 2.046 r ( 65 x 84 )
2 5 below top of dam
Myers Dairy WSP Design NO 5 xis
Paget

U. S. DEPARTMENT OF AGRICULTURE -� ` } NC -4 0
-
Soil Conservation Service r �' ''� r••. NC NC-
LOCATION CODE 5/83
S FLAN OF EXCAVATED WASTE STORAGE POND
NAME-b%0 ,Eae ('t1 ,.. i ACP # DATE S-I S • `PS DISTRICT
� To
LEM07H
` SIDE SLOPE 2 TO 1
AVE. 70P ELEV.
si�o \ q
—MID SECTION
Ll
--_ o ♦' I �oRr -4o 'Jq/o2
!' �� AVE. BOTTOM ELEV.
LENGTH
1008 15 5 41 3
-7 IS Z..(•2t`2)
LIli.0
Volume de- _pth [area of top) + (area of bottom) + (4 x area midsection�- 17 Cu.Ft.
(51591 �q3 * 7.qt5nift43_ IIL,�215A1. (4 no sTC��a� 9Ar. yr
Y
Use of facility
Capacity ~) 1r . Gallons 'Bottom Elev.
- Normal liquid level Elev.
Volume Cost-sharing' ' "" Cu. Ft. Storage for normal g precip.(Ft) +
�3 Soil type { Maximum liquid level Elev.
Storage for:
B. M. description 25 yr. freq. precip. (Ft.) +
Crest ESW Elev.
Stage (Ft.) +
Freeboard (Ft.) +
Elev. Top of Dam Elev.

STATE:NC PROJECT:Myers Dairy Inc.
BY:CL Barrier DATE: 61291=7 CHECKED BY: DATE: JOB NO.:
..T:Waste Storer,@ Pond 6 for DU Cows
A.DESIGN VOLUMES
1.Normal Runoff for 365 day period.
Use average runoff values in Ag.Waste Management Field Manual fo for Wilkes County
Surface Unsurfaced
Normal Runoff Runoff Normal
Month Rainfall % Depth % De In Evaporation
JAN 3.70 50 1:86 20 0:74 1.70 Q
FEB 3.86 56 2.16 25 0.97 1.80
,MAR. 4.51 55 48• 24 1.06 3.10
APR 3.35 56 1.88 25 0.84 3.80
MAY 3.66 57 2.20 23 0.89 3.90
JUN 4.19 60 2.51 27 1.13 4 40
JUL 4:70 1 80 282 26 122 4.30 I
AUG 4.83 61 Z95 31 1.50 1 3.90
SEP 3A2 88 2. 3.20
OCT 3.44 82 213 30 1.03 2.4D
NOV 2,95' 5 ,t12 0:74 1.70
DEC 3.80 57 2.17 23 0.87 T
Try 6 Months
March through August •Surface Runoff Depth: 14 85
Drainage Area 15,000 sqft
Surface Runoff= 14.85 15.000 sgft 18 563 cult
12"fft
2.Waste volume
Volume = 200 Drymws x 21 gawdayrwwx 180 der. x 75%confinement
7 48 gal!tuft
Volume= 75 802 cult
3.Waste volume(additional source)
Volume = 0 cows x 0 gaudayhowx 0 days x 0%confinement
748 gallcuff
Volume= 0cuft
4.Wash Water Volume
Parlor and Washroom Water
0 caws x 0 gawaylmw x 0 days = dl cult
5.25yr-24hr runoff
CN=95
Rainfall=5.5"
Runoff -4.91"
25yr-24hr runoff= 4.91" X 15.000 sgft = 6,138 cuff
12"/ft
Myers Dairy WSP Design NO a xls Pegg 1

STATE:NC PROJECT: Myer Da:ry Irr— _
BY:CL Barrier DATE: WM2007 CHECKED BY: DATE: JOB NO.:
.T:Waste Storage Pond 6 for pry Cows _
6.Rainfall minus evaporation on pond surface
953 minus 8.2 equals 1.33 Inchesl112= 0.1 feet per 3 Months
7.25yr-24hr rainfall on pond surface
Rainfall = 5.5"= 0.5 feet
8.Freeboard+Emergency Splikvay stage= 1.5 feet
B. SUMMARY OF DESIGN VOLUMES
1.Surface Runoff for 6 months 18563 cult
2.Waste Volume 75802 cuft
3.Waste Volume(additional source) 0 cuft
4.Wash Water Volume 0 cuft
S.25 yr-24 hr Runoff 6138 cult
TOTAL 100,502 cuft
S.Rainfall minus evaporation on pond surface 0.11 feet
7.25yr-24hr rainfall on pond surface 0 50 feet
a Freeboard + Emergency Spillway Stage L50 real
TOTAL 21 feet
C.Slzing Waste Storage Pond"AS BUILTS"Volume
280 ft X 100 ft top width (to top of dam)
27 /
Slope 2:1 2:1 Slope
Slope 2:1 2500 ft X 70.0 lt®mid section 2:1 Slope
228 y ft X 48 it bottom width
Oepth Top Bottom WdAroe
Volume= 11 16 (( 26024 ) + ( 10944 ) + 4( 17�600))
Volume= 194 275 cuft Exceeds the 180 days loading
VOLUME NEEDED= 100.502 cuft
Normal Pump out Volume=
18,563 + 75.802 + 0 + 0.1 x 280 x 100
= 97.487 cuft per 180 days = 197.681 cult per year
= 729.200 ge Ions per la0 day$ = 1,478,656 gallons per year
Maximum Pond Level(Pump-out Elevation)_
0.50 + 1.50 + 6.138 f ( 272 x 92 )
7 2.2 below top of dam
Myers Dairy WSP Design NO 6 xis Page 2

Soil Conservation NL_W4,-4u
Service 5/83
LOCATION CODE ^1
PLAN Or. EXCAVATED WASTE STORAGE POND �V
NAME � , C��s rss ACP # DATE Z. Z'I- 9.7 DISTRICT L,3I�.bo
27 z
LENGTH
$IDS�SLOPE!-TO 1
AVE. TOP ELEV. /�CQ
o ` 92 SO
SECTION
r I
AVE. BOTTOM ELEV. - 9 D Z
LENGTH
Z2K
Volume gi depth [area of top) + (area of bottom) + (4 x area midsection:)]- Cu.FF
140,506 Ar1��3 = l,o5a, RS5 gr:f. torw� ',rr4,•3 c;7 ^ 2 101, 47019a j
Use of facility Dck. r%z
Capacity rj •-7 ,• Gallons
Bottom Elev. "77(
/16
{F� q&,Normal liquid level Elev.
Volume Cost--sharing Cu. Tt. Storage for normal precip. (Ft) +
I tr of 5 v 2� Maximum liquid level Elev. 92 .'j
Soil type Storage for:
B. M. description 25 yr. freq. precip. (Ft.) + $
Crest ESW Elev. . S
Stage (Ft.) + S
Freeboard (Ft.) + V-0
Elev. Top of Dam Elev. $$• p
r Co
S Caw S 0.
n C v ti ��YhpaN�

STATE:NC PROJECT:Mars Daia Inc:
BY:CL Battier DATE: 8/712007 CHECKED BY: DATE: JOB NO.:
1JECT:Waste Stora a for Heifers•Sic,age Pond No.7
A.DESIGN VOLUMES
1.Normal Runoff for 365 day period.
Use average runoff values In Ag.Waste Management Field Manual to for Wilkes County
Surface Unsurfaced
Normal Runoff Runoff Normal -
Month Rainfall % Dervi ala ❑e th Eva--:ration
JAtJ 3.70 50 1.85 20 0.74 1.70 JQ
FEB 3.66 56 2.16 1 25 1 097 f 1.60
MAR 4.51 55 2.48 24 1,08 1 3.10
APR 335 58 1 1,88 25 waw-1 380 -
MAY 1 3.86 57 1 2.20 23_ 1 b.89 3 90
JUN 4.19 60 1 2.51 27 113 1 440
JUL 4.10 80 2.82 26 1.22 4,30"
AUG 483 61 2.95 31 1.50 3.90
SEP 3.62 68 2.52 32_ 1,22 3.20
OCT 3.44 62 2.13 30 1.03 240
NOV 2. 55 55 1.t13 25 074 1.70
DEC 3.80 57 2.17 23 0 81 1,70
Try 6 Months
March through August :Surface Runoff Depth: 1415
Drainage Area: 10.000 sgft
Surface Runoff- 14.65 10,000 sgft = 12 375 cult
12"1ff
2.Waste volume
Volume = 160 wom 10 gabdaykawx 180 days x 100%confinement
7.48 gallcuft
Volume= 503 cuff
3.Waste volume(additional source)
Volume = 0 Caws x 0 gaVdaykawX 0 days x 0%confinement
T.48 gallcuft
Volume= �]cult
4.Wash Water Volume
Parlor and Washroom Water
0 Cows x 0 gaVdayrcowx 0 days ®tuft
5.25yr-24hr runoff
CN=95
Rainfall=5 5"
Runoff =4 91"
25yr-24hr runoff= 4.91" X 10,000 sgff = 4,092 cult
12"/ff
Myers Dairy WSP Design NO 7.xls
Page 1

STATE:NC PROJECT:Hers Dalry Inc,
BY:CL Barrier DATE: 6/7/2007 CHECKED BY: DATE: JOB NO.:
3JECT:Waste Storage for Heifers-Storage Pond No.7
6.Rainfall minus evaporation on pond surface
9.53 minus 8 2 equals 1.33 inches112=F-0-711 feet per 3 Months
7.25yr-24hr rainfall on pond surface
Rainfall - 5.5" = 0.5 feet
6.Freaboard+Emergency Spillway stage= 1.5 feet
B. SUMMARY OF DESIGN VOLUMES
1.Surface Runoff for 6 months 12375 cult
2.Waste Volume 38503 tuft
3.Waste Volume(additional source) 0 tuft
4,Wash Water Volume 0 cuff
5.25 yr-24 hr Runoff 4092 tuft
TOTAL 54,969 tuft
S.Rainfall minus evaporation on pond surface DA I feet
7.25yr-24hr rainfall on pond surface 0.50 feet
8.Freeboard + Emergency Spillway Stage 1,50 feet
TOTAL 2.1 feet
C,Sizing Waste Storage Pond"AS BUILTS"Volume
138 it X 92 It top width (to top of dam)
2.1 '
3a l 84 It '
Slope 2:1 2:1 Slope
Slope 2:1 110.0 It X 64.0 ft®mid section 2 A Slope
__"X
90 it X 44 ft bottom width
Depth Top Sodom Mid Nea
Volume= 10 !6 10920 ) + ( 3960 ) + 4( 7,040))
Volume= 71 733 cuff Exceeds the 180 days load`ng
VOLUME NEEDED= 54,969 cult
Normal Pump out Volume=
12.375 + 38,503 + 0 + 0.1 x 138 x 92
= 52,296 cuff per 180 days - 106,045 tuft per year
- 391,176 gallons per 180 days - 782,350 gallons per year
Maximum Pond Level(Pump-out Elevation)-
0.50 + 150 + 4,092 / { 130 x 84
2.4 below top of dam
Myers Dairy WSP Design NO 7 xis
Page 2

✓. . • ✓a•�tL\111L'L\1 Ur IWAI.UL1 UKLI
Soil Conservation Service NC-ENG-40
5/83
LOCATION CODE
PLAN OF EXCAVATED WASTE STORAGE POND
AS' I(.,r4+ ._
NAME - Yti'l ACP # DATE 2 - -R'7 DISTRICT
�3v
tExaTH
610E SLOPE PTO 1 /
AVE. TOP ELEV.
SECTION .�/Y/ADO
64CL
I AVE. BOTTOM ELEV.
-LENGTH
l S'x t 2` 53=S� t� (,Ix w 7
9ro7Z v 1 (0 SG, Z 9 g
Volume a depth :area of top) + (area of bottom) (4 x area midsectioa�_ �'� � ,� Cu.Ft.
56!2.9 2 !" ? L( Z '- ���p 1 = !Zl I 0 171,1 (4 rr4,'. S 1ar AV) x _ -12 12—
Use of facility
Capacity �) ': / a I Gallons Bottom Elev.
Normal liquid level Elev.
Volume Cost-sharing Cu. Ft. Storage for normal precip. (Ft) +
Maximum liquid level Elev.
Soil type Storage for:
B. M. description 25 yr. freq. precip. (Ft.) +
Crest ESW Elev.
Stage (Ft.) +
Freebaard (Ft.) +
Elev. Top of Dam Elev.
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STATE: NC PROJECT: Myers Dairy Inc.
BY:Lipe Barrier DATE: 617/2007 CHECKED BY: DATE: JOB NO.:
`:JECT:Waste Storage Pond 8 for Feed Out Lot for Bisl Calves
A.DESIGN VOLUMES
1.Normal Runoff for 365 day period.
Use average runoff values in Ag.Waste Management Field Manual for Iredell County.
Surface Unsurfaced
Normal Runoff Runoff Normal
Month Rainfall % Depth 56 Depth Evan omfion
JAR 3.70 50 1.85 20 0.74 1,70
FEB 3.86 55 2.16 25 0.97 1.60
MAR 4.51 55 2.48 24 1.08 3.16
APR 3.35 56 1.68 25 0.84 3,80
MAY 3.86_ 57 2.20 23 Tag 3.90
JUN 4.19 60 2-51 27 1.13 4.40
JUL 4.70 80 2.82 -26 1.22 4.30 1
AUG 4.83 61 2.95 31 1 1.50 3.90
SEP 3.82 65 2.52- 32 1.22 3,20
OCT 3.44 62 2.13 30 1-03 2.40
NOV 2.95 56, 1-62 25 0.74 1 1.70
DEC 3 80 57 2.17 23 0.87 1 1.70
Try 5 Months
March through August ;Surface Runoff Depth; 14,85
Drainage Area: 15,000 sgfl
Surface Runoff- 14.85 15.000 sgft = 18 563 cult
121ft
2.Waste volume Feed Out A
Volume = 60 x i5 gismay;'sawx 180 days x SD%confinameni
7.48 gallcuft
Volume= 10 829 tuft
3.Waste volume(add Donal source)
Volume = 0 rows x gavdayraow x 0 days x 01%confinement
7.48 gallcuft
Volume= 0cuft
4.Wash Water Volume
Parlor and Washroom Water
0 cm x 0 gaVdayrmwx 0 days cult
S.25yr•24hr runoff
CN=95
Rainfall-5.5"
Runoff=4.91"
25yr-24hr runoff= 4.91" X
127tt
Myers Dairy WSP Design NO 8.xis Page f

STATE:NC PROJECT:M ers Da' Inc.
BY: Lire Barrier DATE: 6/712007 CHECKED BY: DATE: JOB NO.:
:JECT:Waste St ora Pond 8 for Feed put Lot for 13uU Calves
S.Rainfall minus evaporation on pond surface
9,53 minus 82 equals 1,33 fnches/12= 0.1 feet per 3 Months
7.25yr-24hr rainfall on pond surface
Rainfall = 5.5" = 0.5 feet
8.Freeboard+Emergency Spillway stage a r----I.51feet
B. SUMMARY OF DESIGN VOLUMES
1.Surface Runoff for 6 months 18563 cult
2.Waste volume 10829 cult
3.Waste volume(additional source) 0 cult
4.Wash Water Volume 0 cult
5.25 yr-24 hr Runoff 1637 tuft
TOTAL 31,028 tuft
6,Rainfall minus evaporation on pond surface 011 feet
7.25yr-24hr rainfall on pond surface 0.50 feet
8.Freeboard + Emergency Spillway Stage 150 reel
TOTAL 2.1 feet
C.Sizing Waste Storage Pond"AS GUILTS"Volume
ft X 102 ft top width (to top of dam)
21 /
f93.O
100 Slope 2 1 2.1 Slope
Slope 2:1 X 83.0 ft @ mid section 2-1 Slope
76 it X 66 it bottom width
Depth TOP 90tlam
Ama
Volume= 7 16 (( 11000 ) + ( 5016 ) + 4( Md 7,719))
Volume= 54 707 tuft Exceeds the 365 days loading
VOLUME NEEDED= 31,028 tuft
Normal Pump out Volume=
16.563 + 10A29 + 0 + 01 x D
% 102
= 29.391 tuft per 180days = 59.599 cuft per year
= 219.848 gallons per 180 days = 445,802 gallons per year
Maximum Pond Level(Pump-out Elevation)=
0.50 a + 1.50 + 1.837 / ( 110 x 100 )
Z 1 below top of dam
Myers Dairy WSP Design NO 8.xis
Page 2

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MYERS DAIRY FARM Date:702007
-•istomer(s):MYERS DAIRY INC Field Office:WILKESBORO SERVICE CENTER
-)tstdct:WILKES SOIL$WATER CONSERVATION DISTRICT Agency:USDA-NRCS
Land Units;
Assisted By:Jeremy B Roston Navas
State and County:NC,WILKES
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RONDA FARMS
Date:7/2J2007
,ustomer(s)•MYERS DAIRY INC Field Office:WILKESBORO SERVICE CENTER
District:WILKES SOIL&WATER CONSERVATION DISTRICT Agency:USDA-NRCS
Land Units: Assisted By:Jeremy 8 Roston Navas
State and County:NC,WILKES
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[ Water Bodies 540 0 540 i,080 �n2(1 2,16tf
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BIG BOTTOMS FARM
Date:7/2/2007
-istomer(s):MYERS DAIRY INC Field Office:WILKESBORO SERVICE CENTER
strict:WILKES SOIL S WATER CONSERVATION DISTRICT Agency:USDA-NRCS 1
Land Units: Assisted By:Jeremy 8 Roston Navas
State and County:NC,WILKES
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- - - Tti11if
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t?INd 54
fat a¢,
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Legend Con. Plan Map 4
Consplan Myers Dairy
ra: Roads N
Streams
Water Bodies 540 0 Se0 1.080 s0
iC Feet

JONESVILLE BOTTOMS FARM Date:702007
Customer(s)•MYERS DAIRY INC Field Office:WILKESBORO SERVICE CENTER
District:WILKES SOIL&WATER CONSERVATION DISTRICT Agency:USDA-NRCS
Land Units:
Assisted By:Jeremy B Roston Navas
State and County:NC,WILKES
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Legend 06
Consplan Myers Dairy
Con. Plan Map 6
Road
Wiater Bodies YADKIN N
Streams
County Boundary 530 0 530 f Ofi0 1.590 2 f20)k
Feel

Notification of Change of Ownership SEP 10 2019
Animal Waste Management Facility
(Please type or print all information that does not require a signature) vvawa:ua!llw
Re iml Operations Section
In accordance with the requirements of 15A NCAC 2T .1304(c)and 15A NCAC 2T .1305(d)tlil s form is official notification
to the Division of Water Resources (DWR) of the transfer of ownership of an Animal Waste Management Facility. This
form must be submitted to DWR no later than 60 days following the transfer of ownership.
General Information: _
Previous Name of Farm:_ ors D,A;,r �C Facility No:/� Gw9, ��
Previous Owner(s)Name: Phone No: 3X- 83S"laK
New Owner(s)Name: L-V tf- Phone No:
New Farm Name(if applicable): 14 CA-1l S 15 �" 4T q
Mailing Address: 1 ,'4� S FR rrr� 20 1n aA-C r ej i`lCT 1 ACC
Farm Location: Latitude and Longitude:3L IV %.X$7/ 80 5 `44• County: 1Ni\r.5
Please attach a copy of a county road map with location identified,and provide the location address and driving directions
below(Be specific:road names,directions,milepost,etc.): pN 5 e 23o7 0.8 M;le 5 V4e.S+ QP SQ 13 Ca
NeAt- �atJeSv:l�
Operation Description:
Type of Swine No. ofAnimals Type of Swine No. ofAnimals Type of Cattle No. oAnimals
❑Wean to Feeder ❑Gilts .Dairy I I g 5 0—+
❑Wean to Finish ❑Boars ❑Beef
❑Feeder to Finish
❑Farrow to Wean Type of Poultry No. ofAnimals
❑Farrow to Feeder ❑Layer _
❑Farrow to Finish ❑Pullets
Other Type of Livestock: Number ofAnimals:Acreage Available for Application: 5 7-1 Z 0 Required Acreage: -3 q!a
Number of Lagoons/Storage Ponds: Total Capacity: 1 13.71 8-r3 Cubic Feet(ft3)
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 Certified Animal Waste Management Plan(CAWMP) for the farm named above
and will implement these procedures. I(we)know that any modification or expansion to the existing design capacity of the
waste treatment and storage system or construction of new facilities will require a permit modification 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 this
facility may be covered by a State Non-Discharge Permit or a NPDES Permit and completion of this form authorizes the
Division of Water Resources to issue the qui ed permit to the n owner.
�-
Name of Previous La per: r�
Signature• [L Date: �2 /-
Name of New Lan wn !7(pl'f 7 5 fh L.
Signature• II /� Date:
Name of Ma er erent from o er): �f71'�J�sPrrs
Signature: Date: _.3
Please sign and return this form to: Animal Feeding Operations
N.C.Division of Water Resources
Water Quality Regional Operations Section
1636 Mail Service Center
Raleigh,NC 27699-1636
June 12,2015