440011_Application_20240403

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, 2024, 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, 2024.
Please do not leave any question unanswered Please verify all information and make any necessary corrections below.
Application must be signed and dated by the Permittee.
1. Certificate Of Coverage Number: AWC440011
2. Facility Name: H. Dean Ross Farm
3. Permittee's Name (same as on the Waste Management Plan): H Dean Ross
4. Permittee's Mailing Address: 111 Owens Rd
City: Waynesville State: NC Zip: 28785-9668
Telephone Number: gZ 1�- 50'7 _ 6 Z 7.7 E-mail: �1 Gi 3 n t a755 i` w r wt 5 �) c} rvt�iE , Crr;v►
5. Facility's Physical Address: 295 Holstein Farm Rd
City; Waynesville State: NC
6. County where Facility is located: Haywood
7. Farm Manager's Name (if different from Landowner):
8. Farm Manager's telephone number (include area code):
9. Integrator's Name (if there is not an Integrator, write "None"):
10. Operator Name (OIC): Hobert D. Ross
] I . Lessee's Name (if there is not a Lessee, write "None"):
12. Indicate animal operation type and number:
Current Permit: Operations Type
Cattle - Milk Cow
Operation_ Types:
Swine
Cattle
Wean to Finish
Dairy Calf
Wean to Feeder
Dairy Heifer
Farrow to Finish
Milk Cow
Feeder to Finish
Dry Cow
Farrow to Wean
Beef Stocker Calf
Farrow to Feeder
Beef Feeder
Boar/Stud
Beef Broad Cow
Gilts
Other
Other
Phone No.: 828-507-6277
Allowable Count
300
Dry Poultry
Non Laying Chickens
Laying Chickens
Pullets
Turkeys
Turkey Pullet
Wet Poultry
Non Laying Pullet
Layers
Zip: 28785
OIC 4: 21954
Other Types
Horses - Horses
Horses - Other
Sheep- Sheep
Sheep - Other

13. Waste Treatment Lagoons, Digesters and Waste Storage Ponds (WSP): (Fill/Verify the following information.
Make all necessary corrections and provide missing data.)
Structure
Name
Structure Type
(Lagoon/Digester/
WSP)
Estimated
Date
Built
Liner Type
(Clay, Synthetic,
Unknown)
Capacity
(Cubic Feet)
Estimated
Surface Area
(Square Feet)
Design freeboard
"Redline"
(Inches)
WASTE STORAGE POND
Waste Pond
1/1/1996
Full, clay
196,650.00
21.60
Submit one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed
application as required by NC General Statutes 143-215.10C(d), either by mailing to the address below or sending it via
email to the email address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan (WUP), signed by the owner and a certified technical specialist, containing:
a. The method by which waste is applied to the disposal fields (e.g. irrigation, injection, etc.)
b. A map of every field used for land application (for example: irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation (RYE) for every crop shown in the WUP
f. The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
2. A site map/schematic
3. Emergency Action Plan
4. Insect Control Checklist with chosen best management practices noted
5. Odor Control Checklist with chosen best management practices noted
6. Mortality Control Checklist with selected method noted - Use the enclosed updated Mortality Control Checklist
7. Lagoon/storage pond capacity documentation (design, calculations, etc.) Please be sure the above table is
accurate and complete. Also provide any site evaluations, wetland determinations, or hazard classifications that may be
applicable to your facility.
8. Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the additional components with your submittal.
(e.g. composting, digesters, solids separators, sludge drying system, waste transfers, etc.)
1 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 $25,000 per violation. (18
U.S.C. Section 1001 provides a punishment by a fine of not more than $10,000 or imprisonment of not mare than 5 years, or both
for a similar offense.)
Print the Name of the Permittee/Landowner/Signing Official and Sign below. (If multiple Landowners exist, all landowners
should sign. If Land)owner is a corporation, signature should be by a principal executive officer of the corporation):
Name (Print): T7 �� E'c� � ✓ > j Title: C vvo -e r
Signature: ���� Y� �,,...f Date: aG'2_
Name (Print): Title:
Signature: Date:
Name (Print): Title:
Signature: Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
E-mail: [e-mail]
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
If you have any questions regarding this application or the general permits, please call [phone].

ROY COOPER
Governor
ELIZABETH S. BISER
Secretary
RICHARD E. ROGERS, JR.
Director
H Dean Ross
H. Dean Ross Farm
111 Owens Rd
Waynesville, NC 28785-9669
NORTH CAROLINA
Environmental Quality
February 12, 2024
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, 2024. In order to ensure your continued coverage under the State Non -Discharge General
Permits, you must submit an application for permit coverage to the Division of Water Resources (DWR) by April 3. 2024.
Enclased ou will find -a "Request for Certificate of Coverage Jor.. Facility ..Currently Covered by an Expiring State
Non -Discharge General Permit." The application form must be completed, signed by the Permittee, and returned to the DWR by
April 3, 2024.
Mailing Address: NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699 1636
Email: animal.o crations de .nc. ov
phone: [phone]
Please note that you must include one (11 copv of the Certified Animal Waste Management Plan (CAWMP) with the
completed 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 NC G.S. § 143-215.1
and could result in assessments of civil penalties of up to $25,000 per day.
Copies of the animal waste operation State Non -Discharge General Permits are available at
www.deg,nc.gov/animalperTnits2024, General permits can be requested by writing to the address above.
If you have any questions about the State Non -Discharge General Permits, the enclosed application, or any related matter please
feel free to contact the Animal Feeding Operations Branch staff at 919-707-9129.
Sincerely,
r '
Michael Pjetraj, Deputy Director
Division of Water Resources
Enclosures: Request for Certificate of Coverage for Facility Currently Covered by an Expiring State Non -Discharge General
Permit
!vorthC�ra]iu�DegartuieatofEn�iromafuttl�ue$tc Division -of Water Resources
.912 North Salisbun• Streei 1636 Mail Sen-iccCenttr Ralei.-h,NorthCarolina 27699-1636
919707.9129

Nutrient Management Plan For Animal Waste Utilization
This plan has been prepared for:
H.Dean Ross Farm
H. Dean Ross
111 Owens Road
Waynesville, NC 28785
828-926-3460
01-14-2008
This plan has been developed by:
Leslie Smathers
Haywood Soil & Water Conservation Dist
589 Raccoon Road, Suite 203
Waynesville, NC 28786
828-452-2741 x 3
_
D veloper Signature
Type of Plan: Nitrogen Only with Manure Only
Owner/Manager/Producer Agreement
i (we) understand and agree to the specifications and the operation and maintenance procedures
established in this nutrient management plan which includes an animal waste utilization plan for
the farm named above. I have read and understand the Required Specifications concerning animal
waste 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;
TegKnical Specialist Signature Date
------------------ ----------------------------------------------------------------------------------------- --------------------
Preview Database Version 3.1 Date Printed, 01-14-2008 Cover Page 1

State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
Animal Feeding Operations Permit Application Form
(THIS FORM MAYBE PHOTOCOPIED FOR USERS AAr ORIGINAL)
State General Permit - Existing Animal Waste Operations
I. GENERAL INFORMATION:
1.1 FaciIity name: ,dv� ��"
1.2 Print Land Owner's name: ,.,.. f' 5-.Y
1.3 Mailing address: -ILI
City, State: W
"7 Zip: Q $'
Telephone number (include area code): 3fj�p
1.4 Physical address: 5a—
City, State: Zip;
Telephone number (include area code): ( )
1.5. County where facility is located: OAVI
1.6 Facility location (directions from nearest majpr hi way, using SR numbers for state roads): �i9 '.'f Z 0
1.7 ts Z Lo yQf. sy. SiE l 3 z 2 .7 .. �t°f vP-S e 132 31..5�..;�
arm anadger's name (if different from Land Owner):
1.8 Lessee's / Integrator's name (if applicable; circle which type is listed):
1.0 Facility's original start-up date: Date(s) of facility expansion(s) (if applicable):
2.. OPERATION INFORMATION:
2.1 Facility number:���
2.2 Operation Description:
Please enter the Design Capacity of the system. The "No. of Animals" should be the maximum number for which the waste
management structures were designed.
Type of Swine No. of Animals Type of Poultry No. of Animals Type of„Cattle No. of Animals
❑ Wean to Feeder
❑ Layer
❑ Feeder to Finish
❑ Non -Layer
❑ Farrow to Wean (# sow)
❑ Turkey
❑ Farrow to Feeder (# sow)
❑ Turkey Poults
❑ Farrow to Finish (# sow)
❑ Wean to Finish (# sow)
❑ Gilts
❑ Boar/Stud
❑ Other Type of Livestock on the farm:
❑ Beef Brood Cow
❑ Beef Feeder
❑ Beef Stocker Calf
❑ Dairy Calf
❑ hairy Heifer
❑ Dry Cow
❑ Milk Cow
No. of Animals:
FORM: AWO-STATE-G-E 1/10/06
Pagel of 5

4. APPLICANT'S CERTIFICATION:
I' (Land Owner's name listed in question 1.2), attest that
this application for i_ (Facility name listed in question 1.1)
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of this
application are not completed and that if all required supporting information and attachments are not included, this application package
Will be returnF& ",e as incomplete.
Signature
Date L --1 — ZC,,�, 9;-
.TION: (complete only if different from the Land Owner)
(Manager's name Iisted in question 1.6), attest that this
application for {Facility name listed in question 1.1)
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of this
application are not completed and that if all required supporting information and attachments are not included, this application package
will be retumedA&4mrmmnlPtp
Signature
Date —` •— 2—o-c of
THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING INFORMATION AND MATERIALS,
SHOULD BE SENT TO THE FOLLOWING ADDRESS.
NORTH CAROLINA DIVISION OF WATER QUALITY
AQUIFER PROTECTION SECTION
ANIMAL FEEDING OPERATIONS UNIT
1636 MAIL SERVICE CENTER
RALEIGH, NORTH CAROLINA 27699-1636
TELEPHONE NUMBER: [phone]
FAX NUMBER: [phone]
FORM: AWO-STATE-G-E 1/10/06 Page 3 of 5

2.3 Acreage cleared and available for application (excluding all required buffers and areas not covered by the application
system): Required Acreage (as listed in the CAWMP):
2.4 Number of lagoons: Total Capacity (cubic feet): Required Capacity (cubic feet):
Number of Storage Ponds: I Total Capacity (cubic feet): Required Capacity (cubic feet):
2.5 Are subsurface drains present within 100' of any of the application fields? YES or NO (circle one)
2.6 Are subsurface drains present in the vicinity or under the waste management system? YES or NO (circle one)
2.7 Does this facility meet all applicable siting requirements? YES or NO (circle one)
3• REQUIRED ITEMS CHECKLIST:
Please indicate that you have included the following required items by signing your initials in the space provided next to each
item.
3.1 One completed and signed original and two copies of the application for State General Permit - Arl3ficants Initials
Animal Waste Operations;
3.2 Three copies of a general location map indicating the location of the animal waste facilities and
field locations where animal waste is land applied and a county road map with the location of the
facility indicated;
3.3 Three copies of the entire Certified Animal Waste Management Plan (CAWMP). If the facility
does not have a CAWMP, it must be completed prior to submittal of a permit application for
animal waste operations.
The CAWMP must include the following components. Some of these components may not have been required at the time
the facility was certified but should be added to the CAWMP for permitting purposes:
3.3.1 The Waste Utilization Plan (WUP) must include the amount of Plant Available Nitrogen (PAN) produced and
utilized by the facility
3.3.2 The method by which waste is applied to the disposal fields (e.g. irrigation, injection, etc.)
3.3.3 A map of every field used for land application
3.3.4 The soil series present on every Iand application field
3.3.5 The crops grown'on every land application field
3.3.6 The Realistic Yield Expectation (RYE) for every crop shown in the WUP
3.3.7 The PAN applied to every land application field
3.3.8 The waste application windows for every crop utilized in the WUP
3.3.9 The required NRCS Standard specifications
3.3.10 A site schematic
3.3.11 Emergency Action Plan
3.3.12 Insect Control Checklist with chosen best management practices noted
3.3.13 Odor Control Checklist with chosen best management practices noted
3.3.14 Mortality Control Checklist with the selected method noted
3.3.15 Lagoon/storage pond capacity documentation (design, calculations, etc.); please be sure to include any site
evaluations, wetland determinations, or hazard classifications that may be applicable to your facility
3.3.16 Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the additional components with your
submittal. (Composting, waste transfers, etc.)
FORM: AWO-STATE-G-E 1/10/06 Page 2 of 5

Nutrients applied in accordance with this plan will be supplied from the following
source(s):
Commercial Fertilizer is not included in this plan.
S2
Dairy (Milk Cow) Liquid Manure Slurry waste generated 2,324,700 gals/year by a 300
animal Dairy (Milk Cow) Liquid Manure Slurry operation. This production facility has
waste storage capacities of approximately 60 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast
23013
Incorporated
31381
Injected
35565
Irrigated
20921
Max. Avail.
PAN (lbs) *
Actual PAN
Applied (lbs)
PAN Surplus/
Deficit (lbs)
Actual Volume
Applied (Gallons)
Volume Surplus/
Deficit (Gallons)
Year 1
23,013
36700
-13,687
3,707,369
-1,382,669
-----------------------------a----------,--------- ---------- ----- ---- ---- ----------------------------------------------------------------
Note: in source ID, S mens 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: 01-14-2008 Source Page Page 1 of 1

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 in the plan. In addition, the Leaching index for each field is shown, where available.
Planned Crops Summary
Tract
Field
Total
Acres
Useable
Acres
Leaching
Index (LI)
Soil Series
Crop Sequence
RYE
10577
1
11.50
10.44
NIA
Braddock
Corn, Silage
14.4 Tons
1444
1
7.301
6.64
N/A
Dillsboro
Corn, Silage
23.0 Tons
2471
1
10.10
9.13
NIA
Dillsboro
Corn, Silage
24.5 Tons
2529
1
15.26
12.76
N/A
Rosman
Corn, Silage
32.0 Tons
2530
1
8.00
7.65
NIA
Rosman
Corn, Silage
32.0 Tons
331
1
7.05
1.05
N/A
Ha esville
Mixed Cool Season Grass -Pasture
3.7 Tons
331
4
82.72
50.00
NIA
Evard
Mixed Cool Season Grass -Pasture.
2.2 Tons
332
1
20.00
18.31
N/A
Dillsboro
Corn, Silage
24.5 Tons
333
1
20.26
18.16
NIA
Braddock
Corn, Silage
15.7 Tons
334
1
12.11
10.61
N/A
Saunook
Corn, Silage
24.4 Tons
334.
2
20.20
19.14
NIA
Saunook
Mixed Cool Season Grass -Pasture
3.7 Tons
335
1
1.77
1.20
N/A
Dellwood
Corn, Silage
16.0 Tons
3631
1
1.60
0.83
NIA
Dellwood
Corn, Silage
16.0 Tons
3631
2
6.56
5.12
N/A
Bellwood
Corn, silage
16.0 Tons
3632
1
18.20
17.65
NIA
Dellwood
Corn, Silage
15.7 Tons
453
1
11.21
10.96
NIA
Dillsboro
Corn, Silage
23.0 Tons
453
2
5.99
5.90
N/A
Dillsboro
Corn, silage
23.0 Tons
453
3
5.10
5.10
NIA
Dillsboro
Corn, Silage
23.0 Tons
PLAN TOTALS: 264.93 216.74
f
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Low potential to contribute to soluble
nutrient leaching below the root zone.
-
�G+,., y'x°}'Sj iF �'..-S "' Z[�±p� 3/�5� #"� ' L` i'
None
>= 2 &
Moderate potential to contribute to soluble
Nutrient Management (590) should be planned.
nutrient leaching below the root zone.
<= 10
High potential to contribute to soluble
Nutrient Management (590) should be planned. Other conservation practices that improve the soils
nutrient leaching below the root zone.
available water holding capacity and improve nutrient use efficiency should be considered.
> 10
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).
Preview Database Version 3.1 Date Printed 1/14/2008
NOTE: Symbol * means user entered data.
PCs Page Page 1 of 1

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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 Iagoon or
holding pond is equal to zero.
Available storage capacity should be greater than or equal to zero and less than or equal to the design storage
capacity of the facility. If the available storage capacity is greater than the design storage capacity, this indicates that
the plan calls for the application of nutrients that have not yet accumulated. if available storage capacity is negative,
the estimated volume of accumulated waste exceeds the design storage volume of the structure. Either of these
situations indicates that the planned application interval in the waste utilization plan is inconsistent with the
structure's temporary storage capacity.
Available Waste Storage Capacity
Source Name
Dairy (Mills Caw Liquid Manure Slurry
19/1
Design Storage Capacity (Days)
Start Date
60
Plan Year
Month
Available Storage Capacity (Days)
1
1
5
1
2
54
I
3
60
1
4
60
1
5
60
1
6
60
1
7
60
1
8
60
1
9
60
1
10
47
1
11
28
1
12
0
* Available Storage Capacity is calculated as of the end of each month.
----------------------- -------------------------------------------------------------------------------------------------------------------------------
Preview Database Version 3.1 Date Printed: 01-14-2008 Capacity Page Page 1 of 1

Required Specifications For Animal Waste Management
1. Animal waste shall not reach surface waters of the state by runoff, drift,
manmade conveyances, direct application, or direct discharge during operation
or land application. Any discharge of waste that reaches surface water is
prohibited.
2. There must be documentation in the design folder that the producer either owns
or has an agreement for use of adequate land on which to properly apply the
waste. If the producer does not own adequate land to properly dispose of the
waste, he/she shall provide evidence of an agreement with a landowner, who is
within a reasonable proximity, allowing him/her the use of the land for waste
application. It is the responsibility of the owner of the waste production facility to
secure an update of the Nutrient Management Plan when there is a change in the
operation, increase in the number of animals, method of application, receiving
crop type, or available land.
3.. Animal waste shall be applied to meet, but not exceed, the nitrogen needs for
realistic crop yields based upon soil type, available moisture, historical data,
climatic conditions, and level of management, unless there are regulations that
restrict the rate of applications for other nutrients.
4. AnimaI waste shall be applied to land eroding less than 5 tons per acre per year.
Waste may be applied to land eroding at more than 5 tons per acre per year but
less than 10 tons per acre per year provided grass filter strips are installed where
runoff leaves the field (see USDA, NRCS Field Office Technical Guide Standard
393 -Filter Strips).
5. Odors can be reduced by injecting the waste or by disking after waste application.
Waste should not be applied when there is danger of drift from the land
application field.
6. When animal waste is to be applied on acres subject to flooding, waste.will be soil
incorporated on conventionally tilled cropland. When waste is applied to
conservation tilled crops or grassland, the waste may be broadcast provided the
application does not occur during a season prone to flooding (see "Weather and
Climate in North Carolina" for guidance).
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.
------------ -- -- ------------------------------------------ ------------------------------------------------------------------------
829035 Database Version 3.1 Date Printed; 3/1/2007 Specification Page 1

8. Animal waste shall not be applied to saturated soils, during rainfall events, or
when the soil surface is frozen.
9. Animal waste shall be applied on actively growing crops in such a manner that
the crop is not covered with waste to a depth that would inhibit growth. The
potential for salt damage from animal waste should also be considered.
10. Nutrients from waste shall not be applied in fall or winter for spring planted
crops on soils with a high potential for leaching. Waste/nutrient loading rates on
these soils should be held to a minimum and a suitable winter cover crop planted
to take up released nutrients. Waste shall not be applied more than 30 days prior
to planting of the crop or forages breaking dormancy.
11. Any new swine facility sited on or after October 1,1995 shall comply with the
following: The outer perimeter of the land area onto which waste is applied from
a lagoon that is a component of a swine farm shall be at least 50 feet from any
residential property boundary and canal. Animal waste, other than swine waste
from facilities sited on or after October 1,1995, shall not be applied closer that 25
feet to perennial waters.
12. Animal waste shall not be applied closer than 100 feet to wells.
13. Animal waste shall not be applied closer than 200 feet of dwellings other than
those owned by the landowner.
14. Waste shall be applied in a manner not to reach other property and public
right-of-ways.
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.
----------------------------------------------------------------------------------------------------------------- --------------------------------------
829035 Database Version 3.1 Date Printed: 3/1/2007 Specification Page 2

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 should only be applied pre -plant with no further
applications of animal waste during the crop season.
21. Highly visible markers shall be installed to mark the top and bottom elevations of
the temporary storage (pumping volume) of all waste treatment lagoons.
Pumping shall be managed to maintain the liquid level between the markers. A
marker will be required to mark the maximum storage volume for waste storage
ponds.
22. Waste shall be tested within 60 days of utilization and soil shall be tested at least
annually at crop sites where waste products are applied. Nitrogen shall be the
rate -determining nutrient, unless other restrictions require waste to be applied
based on other nutrients, resulting in a lower application rate than a nitrogen
based rate. Zinc and copper levels in the soils shall be monitored and alternative
crop sites shall be used when these metals approach excessive levels. pH shall be
adjusted and maintained for optimum crop production. Soil and waste analysis
records shall be kept for a minimum of five years. Poultry dry waste application
records shall be maintained for a minimum of three years.
Waste application records for all other waste shall be maintained for five (5)
years.
23. Dead animals will be disposed of in a manner that meets North Carolina
regulations.
---------------------------------------------------------------------------------------------------------------------- —------------------ —---------
829035 Database Version 3.1 Date Printed: 3/1/2007 Specification Page 3

Crop Notes
Corn Silage: Piedmont and Mountains
The following crop note applies to field(s): 1
1n the Piedmont, corn should be planted when soil temperature reaches 52 to 55 degrees fabrenheit. 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 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): 1, 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 analyzed during the
growing season to monitor the nutrient status of the corn. Timely management .of weeds and insects Js
essential in profitable corn silage production. Plant a cover crop after harvest.
----------------------------------------------- ------------------------------------------------------------------
Preview Database Version 3.I Date Printed: 01-14-2008 Crop Note Page Page 1 of 3

The following crop note applies to field(s): I
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 Is 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): 1, 2, 3
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 Is 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.
------------------------------------------ ----------------------------------------------------------------------------------------------------------------
Preview Database Version 3.1 Date Printed: 01-14-2008 Crop Note Page Page 2 of 3

The following crop note applies to field(s): 1
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 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): 1
Mixed Cool Season Grasses: No Comment
The following crop note applies to field(s): 2
Mixed Cool Season Grasses: No Comment
The following crop note applies to field(s): 4
Mixed Cool Season Grasses: No Comment
Preview Database Version 3.1 Date Printed: 01-14-2008 . Crop Note Page Page 3 of 3

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HAYWOOD. NORTH CAROLINA
FSA-578(02=01--q1)
REPORT OF
COMMODITIES
PROGRAM
YEAR 2004
FARM NUMBER: 1799
FARM AND TRACT
DETAIL LISTING..
DATE: 09-01-2004
Tract CLUI
Irr Var/
Int Lod Rpt Reported Determined 0/ C/C Num
Row Row
Skip Conv
Prod
Prod RMA Opt
ID Unit Unit
Number Field
Prc' C/C Type
Use Use Unit Quantity Quantity M Stat Rows
Width Patrn
Width Fctr
Share
2471
Photo Number/Legal
Description: 1-7/1B
Cropland:
10.1 Reported: 10.10
Difference:
.00
Reported
D.S.R:
.00
010 y
WHE
For A 15.26
I
1.0000
0096
C/C Type Pracri
Irrigated
CORN WHE N
>NCORN
6r/Lega
escription: K9/3C
15.2 rted: 15.26
Difference:
.06
Reported
D,S.R:
OO
1
Ni CORN WHE
Forage A 7
I
1.0000
D096
C/C 'Type Prac
IU Non-Irrig
CORN WHE N
FG 7.00
<ated
Phot mber/Legal
Description: C
Cropland:
7.0 Reported:
Difference:
.00
Reported
D.S,R:
.00
1
Ni CORN WHE
Forage A .70
I
1.0000
0096
2
Ni CORN WHE
Forage A 4.70
I
1.6000
0096
C/C Type Prac
IU Non•Irrig
Irrigated
CORN WHE N
FG 5.40
Photo Number/Legal
Description: H813B
Cropland:
5.4 Reported: 5.40
Difference:
.00
Reported
D,S,R:
.00
W6M 1
Ni CORN WHE
Forage A 18.20
I
1,0000
0096
C/C Type Prac
IU Non-Irrig
Irrigated
CORN WHE N
FG 18.20
Photo Number/Legal Description: H8/3B
Cropland:
18.2 Reported: 18.20
Difference:
.00
Reported
D,S.R:
.00
1
Ni CORN WHE
Forage A 11.50
I
1.0000
0096
C/C Type Prac
IU Non-Irrig
Irrigated
CORN WHE N
FG 11.50
Photo Number/Legal Description: H1012B
Cropland:
11.5 Reported: 11.50
Difference:
.00
Reported
D,S,R:
.00

HAYWOOD., NORTH CAROLINA
FSA--578(02-01-91)
REPORT OF COMMODITIES
PROGRAM YEAR
2004
FARM KWBER: 1799
FARM .AND TRACT DETAIL LISTING
DATE: 06-25-2004
Operator Name and Address
ID
Original:
DEAN ROSS
D096
Revision:
111 OWENS RD
WAYNESVILLE, NC 28785-9668
Cropland:
170.1
Farmland:
319.0
Tract CLU/ Irr Var/
Int Lnd Rpt Reported Determined 0/ C/C Num Row Row
Skip Conv Prod Prod RMA
Opt
Number Field Prc C/C Type
Use Use Unit Quantity Quantity M Stat Rows Width Patrr
Width Fctr Share ID Unit Unit
0 Ni BURTB
A .00
1.0000 9944
C/C Type Prac IU Non-Irrig Irrigated
BURTB N .DO
Photo Number/Legal
Description: None
Cropland:
A Reported: .00 Difference: .00
Reported D.S,R:
.0
3A Ni CORN WHE Forage A 10.00 I 1.0000 0096
3B Ni FALOW A 4.80 I 1,0000 0096
C/C Type Prac IU Non-Irrig Irrigated C/C Type Prac IU Non-Irrig Irrigated
CORN WHE N FG 10.00 FALOW N 4.B0
Photo Number/Legal Description: HB/3A
Cropland: 14.8 Reported: 14.80 Difference: .00 Reported D.S.R: .0
0/0 1 Ni CORN WHE Forage A 20.00 I 1.0000 0096
C/C Type Prac IU Nan-Irrig Irrigated
CORN WHE N FG 20.00
Photo Number/Legal Description: H9/1B
Cropland: 20.0 Reported: 20.00 Difference: .00 Reported D,S.R: .0
1 Ni L;URN WHE rorage H
C/C Type Prac IU Non-Irrig Irrigated
CORN WHE N FG 17 AD
Photo Number/Legal Description: HB/2B
Cropland: 17.0 Reported:
17.00 I
17.00 Difference
i.0000 0096
DD Reported D,S,R: .0
1
Ni CORN WHE Forage A 1,10
I
1.0000 0096
C/C. Type Prac
IU Non-Irrig Irrigated
CORN WHE N
FG 1.10
Photo Number/Legal Description: H9/1B
Cropland: 1.1 Reported: 1.10
Difference:
AD Reported D,S,R:
f 1
Ni CORN WHE Forage A 10.73
I
L.0000 0096
2
Ni CORN WHE Forage A 5.84
I
1.0000 0096
PAGE 1

HAYWOOD,. NORTH CAROLINA
FSA-578(02-01-91) REPORT OF COMMODITIES PROGRAM YEAR 2004
FARM IrTiNBF,R: 1799 FARM AND TRACT DETAIL LISTING DATE: 06-25--2004
Tract CLU/ Irr Uar/ Int Lnd Rpt Reported Determined 0/ C/C Num Raw Row Skip Conv Prod Prod RMA Opt
Number Field Prc C/C Type Use Use Unit Quantity Quantity M Stat Rows Width Patrn Width Fctr Share ID Unit Unit
3 Ni CORN WHE Forage A 4. I 1.0000 0096
Ni FALOW 1.30 1 1.0000 0096
C/C Type Prac IU N Irrigated C/C Type Prac IU Non-Irrig Irrigated
CORN WHE N F 21.1 FALOW N 1.30
Photo Number/Legal Descriptio . 0/1A
Cropland: 22.4 Reported: Difference: .03 Reported D,S,R: .0
i 1 Ni CORN WHE Forage A 7.30 I 1.0000 b096
C/C Type Prac IU Non-Irrig Irrigated
CORN WHE N FG 7.30
Photo Number/Legal Description: I10/1C
Cropland: 7.3 Reported: 7.30 Difference: .00 Reported D,S,R: .0
�* 1 Ni CORN WHE Forage A 10.10 I 1.0000 0096
C/C Type Prac IU Non-Irrig Irrigated
CORN WHE N FG 10.10
Photo Number/Legal Description: L7/1B
Cropland: 10.1 Reported: 10.10 Difference: .00 Reported D,S,R: .0
*10 1
C/C Type Prac
CORN WHE N
Ni CORMWHE Forage A
IU Non-Irrig Irrigated
FG 15.26
Photo Number/Legal Description: K9/3C
Cropland: 15.2 Reported:
15.26
15.26
I
Difference:
1.0000
.06 Reported D,S,R:
0096
.0
1
Ni CORN WHE Forage A
7.00
I
1.0000
009..6
C/C Type Prac
IU Non-Irrig Irrigated
CORN WHE N
FG 7.00
Photo Number/Legal Description: K9/3C
Cropland: 7.0 Reported:
7.00
Difference:
.00 Reported D,S.R:
.0
try,
i CORN WHE Forage A
I
1.0000
0096
2
Ni COR For A
4.70
I
1.0000
0096
C/C Type Prac
IU rig Irriga
CORN WHE N
F 5.40
Photo Number/Legal Description: H8/3B
Cropland: 5.4 Reported:
5.40
Differen
.00 Reported D,S,R:
.0
PAGE 2

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HAYWOO➢, ,N)RTH CAROLINA
FSA-m578 (02.101-971) REPORT OF COMMODITIES PROGRAM YEAR 2004
FARM NUMBER: 1799 FARM SUMMARY DATE:,09-01-2004
Operator Name and Address ID original:
➢FAN ROSS 0096 Revision: 7�L
Ill OWENS RD
WAYNESVILLE, NC . 28785-966B Cropland: 170.1
Farmland: 319.0
NOTE: The authority for collecting the following information is Pub.L 107-76. This authority allows for the collection of
information without prior OMB approval mandated by the Paperwork Reduction Act of 1995. The data will be used to
determine eligibility for assistance. .Furnishing the data is voluntary, however, without it assistance cannot be
provided. The data may be furnished to any agencyrespQnsible for enforcinQthe provisions of the Act.
Producer Name ID CIC Share C/C Share
DEAN ROSS 0096 CORN 1.0000 FALOW 1.000D
Crop Type Prac IU Reported Determined Crop Type Prac IH Reported Determined Crop Type Prac IU Reported Determined
BURTB N .00 CORN HE N FG 154.12 FALOW N 16.10
OPERATOR'S CERTIFICATION: I certify to the best of my knowledge and belief that the acreage of crops and land uses listed
herein are true and correct, and that all required craps and land uses have been reported for the farm as applicable. The
signing of this form gives FSA representatives authorization to enter and inspect crops and land uses on the above
identified Ta
Operator's Signature jDate
`e -a
This program or activity will be conducted on nondiscriminatory basis without regard to race, color, religion, national
originsex status. or disability..
rr,iSS�� c`l`4c
PAGE 4

HAYWOOD, NORTH CAROLINA
FSA-578(02-01-91) REPORT OF COMMODITIES PROGRAM YEAR 2004
FARM it1UMBER: 1799 FARM SUMMARY DATE: 06-25-2004
Operator Name and Address ID Original:
DEAN ROSS 0096 Revision:
Ill OWENS RD
WAYNESVILLE, NC 28785-9668 Cropland: 170.1
Farmland: 319.0
NOT e authority for collecting the following information is Pub.Pub1 107-76. This authority allows for the collection of
information without prior OMB approval mandated by the Paperwork Reduction Act of 1995. The data will be used to
determine eligibility for assistance. Furnishing the data is voluntary, however, without it assistance cannot be
provided. The data may be furnished to any agency responsible for enforcing the provisions of the Act.
Producer Name ID C/C Share C/C Share
DEAN ROSS 0096 CORN 1.0000 FALOW 1.0000
Crop Type Prac IU Reported Determined Crop Type Prac IU Reported Determined Crop Type Prac IU Reported Determined
BURTB N .00 CORN WHE N FG 143.99 FALOW N 6.10
OPERATOR'S CERTIFICATION: I certify tote best of my knowledge and belief that the acreage of crops and landuses listed
herein are true and correct, and that all required crops and land uses have been reported for the farm as applicable. The
signing of this form gives FSA representatives authorization to enter and inspect crops and land uses on the above
5dentrFited land.
n roc; n�+„rI i j I natp
This pr g. or acti wi e con ucte on a nondiscriminatory basis without regard to race, color, religion, national
origin, sex, age: marital status, or disability.
PAGE 4

PROJECT: WASTE MANAGEMENT SYSTEM
OWNER: DEAN ROSS
JOB CLASS: IV
DAIRY SIZE: 165 COW
COUNTY: HAYWOOD
PLANNED BY: Gary Cox, District Conservationist
Davis Ferguson, District Technician
Leslie Smathers, District Technician (NCACP)
Samuel C. Bingham, Civil Engineer
Mac Berton, Civil Engineer Technician
APPROVED BY: �
DATE:
/Yoh71 pli des, A., -cA j
Ski► r�
all pe l )u o h
e-
�(r jfeviDES SQeG�'T%c��; 5r dr,"WI S �/F�Js �."64S ad
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oyt vc,-J ,
Are a#Ac4-,
-3- 9
Z %

INDEX
I. Waste Management Problems
II. Waste Management Objective
A. Waste Storage Pond for Manure, Polluted Runoff and
Milking Parlor Wash Water
B. Clean Water Exclusion
C. Livestock Exclusion
D. Waste Utilization
E. Operation and Maintenance Plan
III. Waste Storage Pond for Manure, Polluted Runoff and
Milking Parlor Wash Water
A. Design Volumes
1. Normal Runoff for 180 day period
2. Rainfall minus evaporation on pond surface
3. 25 yr - 24 hr runoff
4. 25 yr - 24 hr rainfall on pond surface
5. Volume of Waste
G. Freeboard
7. Milking Parlor Wash Water
B. Summary of Design Volumes
C. Sizing Waste Storage Pond
D. Pump out elevation and ESW elevation
IV. Clean Water Exclusion
A. Diversions
B. Guttering
C. Roofing
D. Lounging Area
V. Waste Utilization Plan
B. Management Facts (polluted water)
C. Nutrient Computations
D. Solid Waste Utilization Based on the Following
Cropping System
a. Cropping Plan (Example)
b. Nutrient Balance (Example)
C. Disposal Calender (Example)
E. Operation and Maintenance Plan

Appendix
Waste Storage Pond for Manure, Polluted Runoff and Milking
Parlor Wash Water Cost Estimate
Roofs for Diverting Clean Water on Feedlot Cost Estimate
Agitator - Pump for Slurry Manure Cost Estimate
Waste Management Facility Site Evaluation
North Carolina Archaeological Site Form
Dellwood quad sheet (copy)
Emergency Action Plan
Evaluation of Soils for use in Dam Construction
Soils Investigation to Determine Suitability of Proposed
Pond Size
Hazard Classification Data Sheet for Dams
Specifications for Construction of Ponds and Reservoirs
Vegetation Specification
Treatment of Critical Erosion Areas with Permanent Ground
cover
Fencing for Livestock Exclusion
Concrete
Filter Cloth, Construction Specification
Roofing in Feedlot to Divert Clean Water, 1 worksheet
Drawings
Plan View Map
1
of 9
Pond Plan View
2
of 9
Concrete Chute for Manure Pond
3
of 9
Embankment and Curb Detail
4
of 9
Pond Sections
5
of 9
Safety Bar
G
of 9
Junction Box
7
of 9
Junction Box Lid
8
of 9
Feedlot Detail
9
of 9

WASTE MANAGEMENT SYSTEM
I. Waste Management Problems
Mr. Ross has 165 dairy cows confined on concrete. The
freestalls are under roof. Manure slurry is stored in a pit
behind the freestall and feedlot area. The present storage
pit is undersized and the embankment will not meet minimum
acceptable criteria for earth embankments. Runoff from 0.8
acre concrete feed area beside milking parlor and freestall
barn is diverted to a draw located approximately 50 ft away.
Milking parlor wash water dumps directly into a ditch.
Also, some unsafe conditions exist at push off ramp (no
safety rails or slope protection) and around existing pond
(no permanent fencing).
Ii. Waste Management Objective
A system will be planned to economically as possible
handle all the problems described above in a manner that
does not degrade air, soil or water resources. The system
planned will prevent discharge. of pollutants to surface and
ground water by recycling waste through soil and plants.
The following design and plans will be required:
A. Waste Storage Pond for Manure, Polluted Runoff and
Milking Parlor Wash Water
A pond will be designed to store manure, polluted
runoff from concrete lot and milking parlor wash water.
Approximately 0.7 acre of concrete lot is obsolete and will
be removed from the cows. Approximately 0.2 acre of
concrete lot will be collected in the pond. The waste
- storage pond- volume-- (s-torageperiod)...-is- -the.-main - factor
which determines the management which will be required to
prevent an illegal discharge. Polluted water should not be
applied to.land that is frozen, snow covered, or saturated.
A storage period of 6 months would be desirable to allow
flexibility in managing the application system to prevent a
discharge.
The Waste storage pond will be located over 100 ft.
from the nearest well. The waste storage pond is located no
closer than 350 ft. from any residence other than the owner
or his tenants.

B. Clean Water Exclusion
Clean water will be excluded from the feedlot and waste
storage pond to the fullest extent possible. Diversions,
piping, roofing, and guttering will be used where practical.
Most of existing concrete will be excluded from cow traffic.
C. Livestock Exclusion
Livestock shall be fenced out of waste storage pond.
Safety rails and fencing shall be installed at push off
ramp.
D. Waste Utilization
Sufficient land shall be available to properly spread
waste at locations, times, volumes, and rates that maintains
air, soil and water resources. Waste applications will be
based on soil and waste analysis. A waste utilization plan
will be prepared.
E. Operation and Maintenance Plan
The owner shall be responsible for operating and
maintaining the system. An operation plan will be prepared.
III. Waste Storage Pond for Manure, Polluted Runoff and
Milking Parlor Wash Water
The waste storage pond will be designed to store
Manure, polluted runoff and milking parlor wash water for a
5 month storage period.
A.
Design Volumes
1.
Normal Runoff
for 180 day period
Drainage area
is a surfaced lot.
Use average
runoff
values in Ag. Waste
Management Field
Manual.
Drainage Area
= 0.2 ac.
MONTH NORMAL RAINFALL o RUNOFF NORMAL RUNOFF NORMAL EVAP.
NOV.
3.46
57
1.97
1.2
DEC.
4.12
59
2.43
0.6
JAN.
4.00
54
2.16
0.9
FEB.
4.32
57
2.46
1.4
MAR.
5.16
60
3.10
2.2
APR.
3.73
59
2.20
3.3
24.79"
14.32"
9.6"
Normal Runoff = 14.3211* 0.2 ac. * 43,560 sqft/ac= 10,396cuft
12 in/ft

2. Rainfall minus evaporation oft pond surface
24.79 - 9.6 = 15.2" = 1.3 ft/6 month
3. 25 yr -- 24 hr runoff
CN = 97
Rainfall = 5.9
Runoff = 5.42"
25yr-24hr runoff= 5.42" *0.2 ac* 43560 sqft/ac = 3,935 cuft
12"/ft
4. 25 yr - 24 hr rainfall on pond surface
Rainfall = 5.9" _ .5 ft
5. Volume of Waste
Dairy cows are in the freestall and feedlot area 1000
of the time. .100% of the manure produced will be collected
in the waste storage pond.
Volume = 165 cows* 14.0 gal/day* 180 days * 1 cu ft/7.48 gal
= 55,588 cu ft
6. Freeboard = 1 ft
7. Milking Parlor Wash Water
i. Pipeline and milker wash water 150 gal/day
ii. Tank wash water 60 gal/day
iii. Milk house floor wash water 200 gal/day
iv. Cow wash water 25 gal/day
_.....TOTAL 43.5 ..gal/.day-----
Total Volume = 435 gal/day * 1 cuf t* 180 days=10,468 cu ft
7.48 gal
Note: This is approximately 2.6 gal per cow per day. Five
to 10 gal per day per cow is recommended as norm for this
type of milking parlor. Estimated Volumes of wash water
were discussed with Mr. Ross and quantities appear ok.
Another sometimes large volume not considered is leaking
water tanks. Mr. Ross has made provisions to handle leaking
water tanks.

B. Summary of Design Volumes
1. Normal Runoff
2. 25 yr - 24 hr Runoff
3. Waste Volume
4. Milk Parlor Wash Water
5.
6.
7.
C.
Rainfall minus Evaporation
25 yr - 24 hr rainfall
Freeboard
Total
Total
Sizing Waste Storage Pond for Manure
Try:
10,
3:1 2:1
104' * 159'
10,396
cu ft
3,935
cu ft
55,588
cu ft
10,468
cu ft
80,387
cu ft
1.3 ft
.5 ft
1.0 ft
2.8 ft
10,
2:1 3:1
60' * 1.15' *** Bottom dimensions were
changed to fit site
topography. Bottom
area is approx. the
same.
Volume = 8.2/6[( 60*115)+( 92.8*147.8)+4( 76.4*131.4)]
= 82,929 cu ft
Normal Volume = 104' * 159 * 1.3 + 10,396 + 55,588 + 10,468
= 97,949 cu ft per 6 months
Each six months an average of 97,949 cu ft or 732,657 gal
will be stored. If a 3000 gal tanker is used, 244 loads
will be hauled each six months. This is 1,465,314 gallons
per year or 24.3 gals/caw/day.
Max. Elev. = 1 + .5 + 3935 cu ft/(98 X 153) = 1.8'
D. Pump out elevation and ESW elevation
The waste storage pond for manure should be pumped
before the manure level reaches the 25 yr - 24 hr storage
volume. This elevation is 1.8 ft below the top of dam
elevation. The emergency spillway elevation is planned 1
foot below the top of dam elevation.

IV. Clean Water Exclusion
A. Diversions
Clean water diversions will be constructed around waste
storage pond. The District Conservationist will design all
diversions. Diversions shall be designed to carry the 25
year - 24 hour runoff plus capacity to store some sediment.
B. Guttering
Clean water shall be excluded to the fullest extent
possible by guttering. Guttering will be designed by
Engineering Staff at area Office. Typically barns require
6" guttering with 31, X 411 downspouts which outlet into 6"
PVC or Steel Pipe.
C. Roofing
Roofing will be constructed over feed areas on existing
concrete to minimize polluted water. Approximately 0.7
acres of concrete lot will be removed from cattle. See
drawings for obsolete concrete. Clean water will be
guttered or roofed away from feed alley. See drawings for a
typical section. Heifer group will also have a feed area
roofed. A 12 foot stock trail will be provided across
existing concrete to the pasture for heifers.
D. Lounging Areas
Buffer areas shall be maintained between lounging areas
and concentrated water flow areas. Zig Zag fencing above
buffers shall be constructed to prevent cattle trails from
diverting water from the filter. An alternative is to
_--... _....cons-t-ruct --deep--divers-ions-across---- fence., lines- -at-f-requent
intervals to force cow trail flow across fence line.
Filters shall be 100 ft wide below lounging areas..

r
V. Waste Utilization Plan
A. Management Facts (liquid manure)
Manure will be stored in a waste.storage pond for
approximately 6 months and will be conventionally spread.
During the course of one year, this facility will store
up to 1,465,314 cubic feet of slurry waste. Daily scraping
of waste is required to move the waste into the storage
facility.
If all of one years waste were spread using a 3000 gal.
spreader, it would take approximately 488 loads. Assuming 1
load per hour, it would take a total of 488 hours each year
to spread the waste.
Ground, conditions must be evaluated prior to spreading.
Irreversible compaction problems and damage to underground
drainage systems may result from the excessive weight of a
loaded spreader. Caution should be exercised to insure that
waste does not run or wash off from the land.
B. Management Facts (polluted water)
Runoff from lounging areas will be diverted across 100'
grass filter areas. Concrete that is obsolete will be kept
clean or removed and area established in grass..
C. Nutrient computations
Manure application shall be based on actual soil test
and manure analysis. Example computations are shown below.
_. _._._-......_-..-.._..TOTAL -N T' RENTS--.._-.-DISPOS-A-L--.LOSSES-.. -AVA.ILA-BLE--NU`i'-RIENT-
(includes applic. losses)
N 29,407 lbs. 0.56 12,939 lbs.
'P205 17,900 lbs. 0.30 12,530 lbs.
K20 26,850 lbs. 0.30 18,795 lbs.
D. Solid Waste Utilization Based on the Following
Cropping System
a. Cropping Plan (EXAMPLE)
CROP
UNITS
ACRES
YIELD
APPLIC.
RATE
Pasture
tons
10
3.5
10,900
gal/ac
Corn Silage
tons
40
20.0
19,700
gal/ac
Rye Silage
tons
40
4.0
9,900
gal/ac

f t.
b. Nutrient Balance (EXAMPLE)
REQUIRED lbs applied/ac (lbs. used/ac)
CROP ACRES N P205 K20
Pasture 10 110 (110) 108 (90) 165 (60)
Corn Silage 40 200 (200)
Rye Silage 40 100 (100)
C. Disposal Calendar (EXAMPLE)
CROP AC. JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC
Pasture 10 NNNNN NNNNNNNN NNNNNNNNN
Corn 40 NNNNNNN NNNNNNNNNNNNNNNNNNNNNNNNNNNN
Rye 40 NNNNNNNNNNNNNNNNNNNNNNNNNNNNN NNNNN
N = not a recommended disposal period
E. Operation and Maintenance Plan
The waste management system will keep pol.lutants out of
the streams and rivers if the 25 yr -24 hr storage capacity
is maintained in the waste storage pond and diversions for
clean water and polluted runoff are maintained around the
system.
The waste storage pond for manure shall be pumped
before it reaches a point 1.8 ft. below the top of the dam.
A post will be set with its top at this elevation.
Vegetation around the waste storage pond and structure
shall be mowed annually and eroded areas patched. Fencing
shall be checked and repaired as required.

a
Waste Storage Pond For Manure, Polluted Runoff and Milkin
Parlor Wash Water Cost Estimate
4arth Fill - 4,652 cu yd @ $2.00 p r u y_�ig $9,304.00
2-3o P 2
VSeeding and Mulching - 2.0 ac @ $516.00 per ac�f $1,032.00
vbiversions - Main diversion around waste storage pond and
along upper side of new freestall barn and old
barn will be designed by District
Conservationist. Existing ditches will be
checked for 25 yr- 24 hr capacity. it is
estimated that 400 ft of new diversion will be
required.
400 ft @ $2.00 per ft = $800.00
.••Concrete Chute for Manure Pond 10 cu yds + 200 12 cu yd
-Concrete- 12 cu yd @ $100.00/cu yd = $1,200.00
-Steel for safety bar 200.00
-Steel- 918' @ .668 lb/ft.@ $0.74/lb = 453.79
adjust length of steel to fit $1, 853 .79
/ site and slope of chute built
,/Concrete Curb - 12" curb, 822 lin ft
40+480+64+32+48+28+130 = 822' 20.3 cu yds + 20%=24.4 yd
- Concrete - 24.4 cu yd @ $100.00/cu yd = $2,440.00
- steel-1,920' @ .668 lb/ft @ .74 per lb = 949.09
- 2" Sch 40 PVC - 15' @ $1.50/ft = 22.50
TOTAL $3,411.59
'Fencing
Around Pond - 6901 + 1 gate
Along Curbs - 822' + 2 gates
Along Stock Trail - 240' + 1 gate
Al-ong--Loungin:g- area ..Filter -.Are -as ...- •6.00 ,._...
Total 2,3521 + 4 gates
2,352 ft @ $0.90 per ft = $2,116.80
4 - gates @ $65.00 =- $2.60.00
$2,376.00
/Access Road - 200 ft - 6" deep gravel
Gravel - 67 ton @ $12.00 per ton $804.00
Filter Cloth - 267 sq yd @ $2.00 per sq yd = 534.00
1,338.00
Milking Parlor Wash water piping to pond
620' + 6 clean outs = 700' 6" PVC + 9 fittings
- 6" Sch 40 PVC, 700' @ $4.60 per lin ft = $3,220.00
9 - 611 fittings @ $20.00 each = $180.00
Total = $3,400.00

Junction Box
Concrete - .6 cu yd @ $100.00 per cu yd 60.00
Reinforced steel - 41 lbs @ $0.74 per lb 30.34
Brick - 400 brick @ $510.00 per 1000 204.00
TOTAL, 294.34
TOTAL WASTE STORAGE POND FOR MANURE - $23,809.38
Roofs for Diverting Clean Water on Feedlot Cost Estimate
Framing and roof - 4,9b0 sq ft @ $3.30 per sq ft= $16,170.00
Post - 630' - 6" * 611 @ $3.90 per ft - 2,457.00
$18,627.00
Gutter cost estimates will be completed by Engineering Staff
in Area Office and the Field Office Staff.
Acritator - Pump for Slurry Manure Pond Cost Estimate
A check of distributors of agitator - pumps found that a
typical pump, 28 ft long, requires about a 120 HP tractor.
The cost is approximately $10,000.00.

^, United States Natural NC-CPA-17
Department of Resources RE-. 1, 2-96
Agriculture Conservation
Service
WASTE MANAGE)UNT FACILITY SM EVALUATION
GENERAL INFORNUTION
NAME _ ���Y. R;Lsc-
TELEPHONE
LOCATIONV
SIZE OPERATION f1 AGs ' vr5
LOCATION DATA
DISTANCE FRO&I NEAREST RESIDENCE NOT OWNED BY PRODUCER C' FT -
DISTANCE FROG! NEAREST PLBLIC F.ACILr1Y (sch(>ol, church, etc.) �7-L-X.'A` Fr.
IS SITE WIT-rrIIN 100-YEAR FLOOD PLAN? YES _ NO
If yes, NRCS cannot provide assistance.
is sITE AT LEAST Iaa P-I'. FRG%(A "SLL-ZLDIE- MUN-'IAL STREAM? . YES _1V1 No _
If no, site must be relocated.
IS SITE WITHIN I I l [aLE ZONING 3U-MSDICT:ON OF A tiM-,%fICIP aLIiY? YES NO
If ves, landowner should Consult With local zoning board about required
permits. permits must be obtained prior to design approval.
ARE UTILITIES IN CONSTRC`CT'AN AREA? YES , NO
If yes, see Fart -403 of the ,National Engineering Manual and follow policy.
(Copies of maps or other reference materials may be attached to site
evaluation.)
1k"ETLA.tDS
WILL Sr z' INVOLVE CLEARING WOODLAND OR ANY tiONf-CROPLrLND? YES yO.Y
If ves, producer must complete Form MRCS-CPA.-38 (Request for Certified
Wetland Determinatiox0eiine2tion).
WILL ACTION RESLi.T N SWAIMPRUSTING? YES , NO I
IF %VETLANOS ARE NVOLVED.1T IS ; IiE RESPONSIBILITY OF THE PRODUCER TO CONTACT THE US ARNLY COPP OF
ENGINEERS .%2ND THE 01VISION OF ENViRONi1Eti 7 AL .L(.ANAGES SENT TO 1)ETER,MNE IF PEtuirrs ARE RE.QLTRED.
IF WETL.A,ti'DS ARE NVOLt'ED. THE PRODUCER SHOULD NOT CLEAR ANY LAND UN IL A WE7 As`1D DELINEATION
IS 1,EADE
;MRCS xill provide technical assistance in wetlands only under the following conditions. For natural Wetland
inclusions less than one acre in size, MRCS will provide assistance oniv if the functions and values. lost are fully
mitigated. For natural wetlands greater than one acre in size, NRCS will provide assistance.gn.lp after a
rigorous sequencing process to include avoidance, minimization of impacts, and compensatory mitigation is
a.t .,..r ;., rAnr ardor of preference.
ODOR CONTROL
HAS ODOR CONTROL SEEN DISCUSSED WITH PRODUCER.: YES NO
PREDOMI:iA,NT WTND DIRECTION? -- _
s PRECH.ARGING LAGOON WITH FRESH `,v.ATER TO .AT LEAST Ire NIA YES NO
OF THE CAPACITY?
USING GOOD SOt�D IUDGMENT INL-AND APPL.IC.ANO_
YES ,
OF WASTE?

NORTH CAROLINA ARCHAEOLOGICAL SITE FORM
FOR SOIL CONSERVATION SERVICE USE ONLY
OFFICE OF STATE ARCHAEOLOGY/DIVISION OF ARCHIVES AND HISTORY
STATE SITE NUMBER:
1. SITE NAME(S):
2. INSTITCPTION- USDA-SCS 3. DATE RECORDED:
4. RECORDER: ��c �c� • :�
5. PROJECT NAME: s
c
6. COUNTY: oll 7. USGS QUAD MAP: � '
S. DIRECTIONS TO S rE:
fln 5 zz,
9. DESCRIBE TOPOGRAPHY:��e
s
R
10. SOIL MAP UNIT: D z-
£
11. DESCRIBE VEGETATIONIVISIBILITY:
12. SITE DESCRIPTIONEDLMENSIONS: Z
13. LIST ARTIFACTS:
PREHISTORIC:` HISTORIC
14. CULTURAL COMPONENTS: (check)
15. OWNER AND/OR TENANT; LNFORTNlANT:
ADDRESS:
PHONE:
> > > ATTACH PHOTOCOPY OF THE SECTION OF LSGS SHOVING SITE LOC kTION < < <

EMERGENCY ACTION PLAN
PHONE Ir'LtMBERS
DWQ 704-451-b7-20
EMERGENCY MAINAGEIgti-T SYSTENI T 704- - S7--
SWCD 704 -+G. &--, 1 1—
NRCS 7D4
T`nis plan will.be implemented in the event that wastes from your operation are leaking,
overflowing, or running off site. You should not wait until wastes reach surface waters or
leave your property to consider that you have a problem. You should make every effort to
ensure that this does not happen. This plan should be posted in an accessible location for
all employees at the facility. The following are some action items you should take.
1. Scop 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 darn.
b. Pump wastes to fields at an acceptable rate.
c. Stop all flows to the lagoon immediately.
d. Calla pumping contractor.
e. Make sure no surface water is entering lagoon.
B: Runoff from waste application. field=actions include:
a. Immediatelv stop waste application.
__.. ._.b....Create.a.tei;porary....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.
D: Leakage from flush systems. houses. solid separators -action include:
a. Stop recycle pump.
b. Stop irrigation pump.
c. Make sure no siphon occurs.
j_ Stop all ticmt : in the house. this: s%stems. or solid separators.

5: Contact the technical specialist who terrified the lagoon (FRCS, Consulting
En_ineer. etc.)
a. Name: Cc G
b. Phone: 'z
7: Implement procedures as advised by DWQ and technical assistance agencies to
rectify' the damage. repair the system. and reassess the taste management plan to
ke-za problems with release of wastes from happening again.

Evaluation of Soils for Use for use in Dam Construction
By: Sam Bingham, Civil Engineer, NRCS
The cutoff trench shall be excavated through all
alluvial material and at least I foot into the residual (SM
material- parent material). The cutoff trench will follow
existing ditch down the valley. The trench shall be
deepened to the planned depth and widened to accommodate
compaction equipment. NRCS will check this depth prior to
backfill. The trench along the lower side of dam maybe
constructed on upstream side of the existing fill (ie
upstream side of the planned dam). All trenches shall be
dewatered prior to placing fill.
All alluvial material suitable for use in dam
construction must be placed in outside slopes of dam.
Clay material (MH and SC) shall be used for cutoff
trench and core construction. Mr. Ross indicates that extra
clay material is available if on site material is in short
supply.
Soils in the foundation appear to contain a lot of
fines even though they are nonplactic. A clay liner will
not.be required unless unexpected soils are found. In lieu
of a clay liner the bottom and side slopes shall be
scarified 611 deep and compacted. A Sheep foot roller works
best in the bottom. The slopes will need compacted with a
dozer by walking it up and down the slope.
COMPACTION REQUIREMENTS
Maximum thickness of layer before compaction is 811 or
less. Compaction is equivalent to 6 passes with a sheep

V. S. Department of Agriculture
Soil Conservation Service
NC-ENG-34
September 1980
File Code: 210
(� HAZARD CLASSIFICATION DATA SHEET FOR DAMS
Landowner l�,.e� ISS County '
Community or Group No. Conservation Plan No.
Estimated Depth of Water to Top of Dam ) Z Ft. Length of Flood Pool Ft.
Date of Field Hazard Investigation 1= 2 4 q S
Evaluation by reach of flood plain downstream to the point of estimated minor effect
from sudden dam failure.
.
Est.:Elev. :
st. evatron
Kind of
:Improvements:
of Breach
Reach: LengthWidth:
Slope: Land Use
Improvements
Above :Floodwater Above
Flood- Plain:
Flood Plain
Ft.
Ft.
t.
Ft.
z
I J A
o
3
�.c�
Describe potential for loss of life and damage to existing or probable future downstream
improvements from a sudden breach Mrr_J_
Hazard Classification of Dam (a, b, c) (see NEM-Part 520.21)
Dam Classification (I, II, III, IV, V) lx%GS�� 5tr
By /f I o-r_ %
name 6
e
�Y
Concurred By_( L.,d(2 o� J Qv�,V,
name tit e
NOTE: 1. Instructions on reverse side.
2. Attach additional sheets as needed.
Date /-_29 -9b
Date Z -[a -%

U. S. DEPARTMENT OF AGRICULTURE NC-ENG-13b
Soil Conservation Service Rev. 5/83
SPECIFICATIONS FOR CONSTRUCTION OF PONDS AND RESERVOIRS
C1ea3rinR: All trees and brush shall be removed from the impoundment area before any water is
impounded. Whenever practical, this clearing should be delayed until after the dam is built to
hold erosion and downstream sedimentation to a minimum. Stumps may be removed or trees may be
sawed off as low as practical and stumps left standing. .
The foundation of the impoundment structure (dam) shall be cleared of all trees,
stumps, roots, brush, sod, and debris. All stumps and all roots exceeding one (1) inch in
diameter shall be removed to a minimum depth of one (1) foot. Satisfactory disposition will
be made of all debris.
After clearing is completed the foundation area shall be loosened thoroughly and
roughly leveled, with suitable equipment, before placement of any embankment material.
Cutoff Trench; A cutoff trench shall be excavated as shown on the plans. The cutoff trench
shall be backfilled in thin layers, not to exceed S inches_ in depth: All standing water shall
be removed from the trench before backfilling is started.
Embankment Construction: The material placed in the embankment shall be free of sod, roots,
stones over 6 inches in diameter,and other objectionable materials. The fill material shall
be placed and spread over the entire fill in layers not to exceed 8 inches in thickness. Con-
struction of the fill shall be undertaken only at such 'times that the moisture content of the
fill material will permit a reasonable degree of compaction.
Fill Materials: Borrow areas will be designated on the plans and assigned priority (1, 2, 3,
etc.:). All fill material shall be taken from these designated areas. SCS technicians will
advise the contractor regarding the maximum depth of cut in each borrow area. The contractor
will not exceed this depth. In the event this depth is- exceeded in the impoundment area, it
shall be the responsibility of the contractor, without additional cost to the landowner,. to
cover the exposed area with a minimum of 2 feet ofimpervious material.
Riser & Conduit Pipe: When it is indicated on the plans that a riser and conduit pipe.are re-
quired, they must be installed as a complete unit. The inlet of the riser shall be protected.
by.an inverted bucket -type, or an equally effective type, of trash rack. The conduit shall be
placed on a firm foundation.. Selected backfili material shall be placed around the .riser and
conduit pipe in layers not exceeding 4 inches and each successive layer thoroughly compacted.
Anti -Seen Collars: Anti -seep collars will be of materials and dimensions, and.located as shown
in the plans where specified.
Vegetated Spillwav(s): Spillway(s) will be excavated in undisturbed earth to the dimensions,
grades, slopes, and location as shown in the plans and as staked upon the ground.
Pollution Control During Construction: Stripping of embankment and borrow areas shall be done
as'..Chey. ara .rieeded__in. a._normal. s�quetce,._.oF. co�tstruction..__.Use_.,Cemporary mulch protection on all
_... _ _ .on All.
. .... _
disturbed areas that are subject to erosion and will not have substantial additional work per-
formed for 30 days or more. Temporary stream crossing structures will be used where fording of
Streams will cause excessive sediment pollution. Protection against pollutants such as
chemicals, fuel, lubricants, sewage, etc., will be provided during construction.
Vegetation: All exposed embankment, spillway, and borrow area shall be seeded to an adapted
type of vegetation as soon as possible after construction.
Special Provisions:
(continued on back)

VEGETATION SPECMCATION
Rip and disk all disturbed area 5" deep. Incorporate two tons of lime
per acre. Apply 1000 pounds of 10-10-10 per acre and smooth seedbed.
Uniformly apply 60 lbs. of fescue seed per acre and 25 lbs. of Abruzzi
rye grain per acre. Seeding should be completed between March 15 and
June 1 or August 15 and October 15. Immediately mulch with 2 tons of
small grain straw or tame hay -per acre. Reseed any rilled or Bullied
areas that may develop.
Note: SCS will determine area to be seeded before vegetative work is
started.

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AM

U.S. DEPARTMENT OF AGRICULTURE.
Soil conservation Service
FENCING (Feet)
Specification Guide
1. Fence Line clearin
Fence lines will be cleared of brush and trees; gullies
and steep banks may require grading. Clearing along
streambanks will be to a minimum.
2. Fence TyRes
Zinc coating shall be a minimum of Class I or 0.30 ounces
per square foot of surface.
a. Woven Wire
styles,.._and designs of woven wire fencing are
designated by a three- or four=digit- -number;
example, 1047 or 939. The first or first two digits
indicate the number of line wires in the fencing and
the last two indicate the height in inches. For
example, 1047-12 has 10 line wires, is 47 inches
high, and the stay wires are 12 inches apart. The
weight of woven wire fencing is determined by the
gauge, or size, the number of stay wires, and the
filler or intermediate line wires. The lower the
gauge number the larger the wire, and the larger the
wire the stronger and more durable the fencing..
Field or stock fencing shall meet one of the
following fence types:
Hei ht Upe
Horses 47 inches 1047-12
Cattle 39 inches 939-6
Sheep, Goats, & Hogs 32 inches 832-6

-382-2 Rev. September 1994
Gauge of Top and Gauge of Filler
Bottom Line Wires Intermediate Line Wires)
Medium weight 10 12-1/2
Heavy weight 9 11
The stay (vertical) wires in the fencing shall be of the
same gauge as the filler wires (intermediate line) and
shall be spaced 6 to 12 incises apart.
Woven wire fence shall have l strand of barbed wire placed
4 to 5 inches above the woven wire. Fences for hogs will
also include 1,strand of barbed wire placed 2 inches below
the woven wire to discourage rooting under the fence.
b. Barbed Wire
All barbed wire shall consist of 2 strands of wire
with 4 point barbs spaced not more than 5 inches
apart. Galvanized barbed wire shall be fabricated
from 12-1/2 gauge or 15-1/2 gauge strand wire and
shall meet the requirements of ASTM A121.
Barbed wire fence shall consist of at least 4 strands
of 4 point 12 -1/2 or 15-1/2 gauge barbed wire.
Spacing of wire for cattle will be (from the ground
to the top) 16 inches, 10 inches, 10 inches, and 10
inches. Closer spacing will be required for sheep
and goats and additional wires may be required for
boundary fences or for small enclosures. See
information sheet NC-ECS-124 for spacing.
Three -wire fences are sufficient for cross fences
where the purpose is rotation of cattle in an
..--intensive-. grazing._man4Lgement. system,
C. High Tensile Non -electric Fence
One of the first steps is determining the type of
high tensile fence required and the fence design.
High tensile fence shall be a minimum of 12-1/2 gauge
and have tensile strength of 135,000 PSI (ASTM 135).
Ground the fencing for safety from lightning.
Typical spacing from ground to top wire.
(a) Six (6) strands for cattle - 14 inches, 5
inches, 6 inches, 6 inches, 7 inches, 8 inches
(Height 46 inches).
(b) Six (6) strands for sheep - 4 inches, 5 inches,
5 inches, 5 inches, 6 inches, 6 inches, 7 inches
(Height 38 inches).

Rev. September 1994
382-3
(d) Wooden Fences
Wooden fences shall consist of 111 x 8" treated lumber
supported by post 8 feet'on center. Spacing of the
boards will be (from the ground to.the top of each
board) 1611, 3211,- 4811, 64". For corrals and small
lots, the 1" x 8" board should be replaced with 2" x
8" lumber and a fifth board will be added when the
class of livestock requires a•higher fence for small
enclosures. one inch boards shall be nailed with 2
12d nails per post and 2" lumber shall be nailed with
2 16d nails per post.
(e) 'Electric Fence - See section on electric fence, pages
382-6 to 382-12.
3. Post and Braces
The fence shall be supported by line posts, spaced 12 feet
apart for woven wire and 10 feet apart for barbed wire and
8 feet apart for wooden fences. For high tensile wire,
maximum spacing will be in accordance with manufacturer's
recommendations.
Spacing should be less for abrupt changes in terrain,
small enclosures, and for hogs. Line posts for
conventional fences may be spaced up to 16-1/2 feet. for
short distance in low use areas and where soil or terrain
conditions prohibit closer spacing.. Brace posts shall be
set 8:feet from corner or anchor posts. The general use
of existing trees as line posts -is not recommended. Wood
posts and braces shall be of black locust, red cedar,
osage orange, redwood, pressure treated pine or other wood
of equal life and strength. At least half the diameter of
red cedar or redwood posts shall be in heartwood.
Pressure treatment shall conform to.Material
specifications--58-5-:- - The -.posts shall .be- .sound,._ new, ...free ...............--..._...
from decay, with all limbs trimmed substantially flush
with the body. They shall be substantially 'straight
throughout their length. Anchor posts shall be used any
time there is a curve creating.an angle less than 160
degrees in the fence line.
a. Wood Posts
Line Post For Wire Fences - shall be at least 3-1/2
inches in diameter at. the- small end and 6•-1/1 feet
long. Line post shall be set 2 feet into the ground.
Anchor Post for Wire Fences - shall be at least 5
inches in diameter at the small end and 8 feet long.
Anchor post shall be set 3-1/2 feet into the ground.
Post: for wooden Fences - Shall be 8 feet long and set
2 1/2 feet in the ground.

Rev. September 1994
6. setting Posts
382-5
All posts shall be set and maintained in a vertical
position. Posts may be hand set or set with a post
driver. If hand set, all backfilled material shall be
thoroughly tamped. Post holes shall be at least 6 inches
larger than the diameter or side dimension of the posts.
if power driven, wood posts shall be sharpened to a dull
point.
Earth backfill around posts shall be thoroughly tamped in
layers no thicker than 4 inches and shall completely fill
the post hole up to the ground surface. Concrete backfill
around posts shall be rodded into place in layers not
thicker than 12 inches and shall completely fill the post
hole up to the ground surface. Backfill, either earth or
concrete, shall be crowned up around posts at the ground
surface.
No stress shall be applied to posts set in concrete until
at least.24 hours after the concrete has set.
7. stretching the Wire
a. Woven wire - In warm weather, wire shall be stretched
until 1/4 of the height of the "tension curve" is
removed. In cold weather, remove 1/2 of the tension
curve.
b. Barbed-wire - In warm weather, a stretch of 100 feet
should sag 4 inches in the middle and 2 inches in
cold weather.
C. Wire.at end posts and corner posts shall be wrapped
and attached to itself with 3 twists.
_.._ ....
8 . Attaching �encina to , Pos s.._ . •- ..-.._. .. _.... _ ..._ .. ..
The fencing shall be stretched and attached to posts as
follows:
a. The fencing shall be placed on the inside of the post
facing the area being protected, except on curves.
where appearance is critical, fence may be fastened
to the "outside" of the post.
b. The fencing shall be placed on the outside of curves.
C. Non -electric fencing shall be fastened to wooden line
posts by means of staples. Woven wire fencing shall
be attached as a minimum at alternate horizontal
strands. Each strand of banged wire shall be.
attached to each post. Staples shall be driven
diagonally with the grain of the wood and at a slight
downward angle and shall not'be driven so tightly as
to bind the wire against the post. High tensile

Rev. September 1994 382-7
2. Number of wires and spacing.
The number of wires and spacing shall be designed to accomplish
the desired result of the fence. The following are suggested
wire spacings and electrical charge for different kinds and
classes of animals. When multiple wire systems are used,
spacing of wires should be designed to insure facial shock when
animal attempts to place.head between wires.
In most instances in the southeast, an all positive charge
fence will normally suffice. If. experience shows that -the soil
on site will dry to the point that it will not cause shock of
the animal, then a combination of positive (+) and negative (-)
wires should be used.
One and two wire electric fences maybe used for within --farm
uses such as streamside fencing and subdividing pastures, but
may not be.used for property line or roadside fencing.
+ = positive charged wire, - = ground wire,
+%- - positive or ground wire
-Wires Animal Fence Height Spacing from Ground
Inches Inches
1 Cattle 26 to 32 26 to 32+
Hogs 12 12+.
2 Cattle 24 to 36 18 to 24+/-, 24 to 36+
Cattle 20 to 30 8`to 10+, 20 to 30+
Sheep
Goats
Hogs 18
3 -...
w/calves
Div. Fen.
.. 6+, 18+
_. -11• to--ig_/+,__23 to 30-,--
34 to 44+
Sheep
32
10+1 20+/-, 32+
Goats
Cattle
46
20+1 34+/-, 46+
Horses
Hogs
18
6+, 12+, 18+
4 Cattle
40
8+/-, 18+0 28+/-, 40+
Sheep
30 to 38
6 to 16+/-, 12 to 22+,
Goats
18 to 30+/-, 30 to 38+
5 Cattle
50
10+, 20+/-, 30+, 40+/-,
Horses
Sheep
Goats

Rev. September 1994
382-9
posts shall be heartwood. Pressure treatment shall
conform to Materials Specifications 585. Wire shall
be attached by insulators. See item 6 - Insulation.
Line posts shall be at least 3 1/2 inches in diameter
at the small end.
(5) Steel posts may be used. They may be 'IT" or "U"
posts that are new, painted or galvanized and a
minimum of 1.33 pounds per one foot of length.
Charge wire must be attached with insulators. See
item 6 - Insulation, for guidance.
(6) Posts for 1 and 2 wire fences shall be long
enough to be set at least 18.inches in the ground and
extend at least 2 inches above the height of the
fence. On sandy loam and more coarse textured soils
the posts shall be at least 24 inches in the ground.
Posts for 3 or more wire fences shall be set at least
24 inches into the ground.
(7) Spacing of line posts and stays. depend on
terrain and number of. wires. Maximum spacing will be
in accordance with Table l.. In undulating terrain,
space posts and.'stays so that fence height is
.maintained. Posts in dips shall be constructed so
that they will not pull out of the soil. Two inch or
smaller posts will be anchored or wooden posts (3 1/2
inch) set to sufficient depth to resist pull out.
Be Offset Brackets
(1),'Offset brackets made of galvanized high tensile
spring wire with insulator of high density
polyethylene with ultra.. -violet stabilizer or
porcelain can be'attached to standard barbed wire
..o.r...net fence to _provide transmission line
and/or to electrify a standard fencee.. `Phace offset
brackets no further than 70 feet apart and attach to
wires of standard fence next to post. If control, of
animals is desired, place offset brackets at 2/3 the
height of the animals to be controlled. Insure that
no 'wires of the old fence come in contact with the
electric fence wire as a short will occur.
4. Corners and Braces
A. Braces and end assemblies are required at all
corners, gates and angles in the fence line. Single
post corner, angle or end brace assemblies or 'PH"
Brace assemblies or an equivalent strength brace will
be used See Attachment A for criteria on corners,
angles or brace assemblies.

Rev. September 1994
382-11
B. All underground wire(s) installations must be double
insulated, molded, aluminum or high tensile strength
steel 12 1/2 gauge or larger wire. The insulation
must be high density polyethylene with ultra -violet
stabilizer or high density polypropylene with ultra-
violet stabilizer.
C. Insulators for. steel and other conductive material
posts must be high density polyethylene with ultra-
violet stabilizer, high density polypropylene with
ultra -violet stabilizer or porcelain, that withstands
10,400 volts or more current leakage.
D. Insulators for end, corner, and angle braces must be
high density polyethylene with ultra -violet
stabilizer, high density polypropylene with ultra-
violet stabilizer or porcelain. Do not use insulated
tubing for attaching around post of.brace assemblies.
7. Gates
A. Electrified gates may be constructed"of a single
straight wire with a spring loaded insulated handle,
or an expandable, coiled, high tensile, 12 1/2 gauge
wire attached to an insulated handle. The number of
wires shall be determined by'the fence objective.
The gate shall be constructed so that it is non -
electrified when the gate is open. Overhead or
.underground transmission lines will.be used to carry
electricity past the gate to the remainder of the
fence.
8. Flood Gates
A. An electrified flood gate may be used in lieu of a
_...__ non -electrified gate if desired. The electrified
-
flood`. gate.. is._ constructed- hy- stretching; an - ..... . . .. . .......
electrified wire across the drainage above high water
flow level. Attach droppers of the 12 1/2 gauge high
tensile fence wire to the electrified wire at a
spacing of 6 inches for sheep and 12 inches for
cattle. Hanging wires should be approximately 6
inches above average normal water level. Connect
gate to electric fence with double insulated cable
through a cut-off switch and floodgate controller.
If flooding is expected to last. some time, switch the
flood gate off. (See Flood Gate drawing, Attachment
C.)
II. Temporary Electric Fence
1. Temporary electric fence is constructed with the intent of
being left in place for only a short time period. It is not
constructed as an equivalent of a permanent fence. Therefore,
the criteria for an electric fence requires materials, design
and construction that will accomplish the intended purpose and

Table 1. Spacing of Fence Posts and Stays Relative to the Number of Line Wires
High -tens? Electric Fences, Erected iri Straight Lines Over Level Terrain
Number of
Maximum Spacing of
Maximum
Line
Primary Line Posts
Stay
Wires
Distance
Without
With
'Stays
Sta s
1
100,
--
..
2
50'
100'
SO'
3
Sp'
100,
s0`
4
Iwo
100,
50,
5
100,
50'
5
Aso,
33'4'
100,
33'4°

Attacriment A
Single Post End Brace (Blip Brace) Assembly
4— Qirecton of pull
Point ---
Minimum surface A
area of 225
square inches
NW
Steel reinforced
concrete block
w:�
End view
6" nominal wood
2 318" nominal pipe, capped (all fences except
2 718" nominal pipe, capped (net only)
9 "x 3W galvanized pin or
welded pin or hinge if steel
pipe is used
HTF wire
hold -down (if wooden post
k
i Point
k B
Note:
Oistance from point A to B
be a minimum twice the
height between the top
wire and the ground
Angle post must be allowed to slide surface.
in the groove of the concrete block.
ti 1e
2 wraps of HTF wire or
galvanized steel rod
1
,
strainer Ground E;
suface 5'
E_
,
k

rraas,svrrrarcrea p
' Single Post Corner Or Angie Brace Assembly
Steel reinforced
concrete block
in -line strainer
0
See "Single Post End Brace (Slip Brace) Assembly" for details of construction.

Attachment A
Steel, Welded, Single Post End Brace (Concrete or ®riven)
2 318" nominal pipe, capped
Point �'
A
Welded Point
B
4 Welded
1�
"
Concrete
Note:
Concrete a Distance from point A to B
E be a minimum twice the
For driven pipe: R height between the top.
(applicable onty to sandy loam � � wire and the ground
and finer texture) ` surface.
pipe size Depth driven
2 318" — 5
4?' — a,
5+" — 3'

r
Deadmaned 3-Post Corner
% %it
Cement if steel pipe —
is used (12" hole)
Posts:
6" top if wooden
2 3/8" nominal pipe, capped
(all fences except net)
2 718" nominal pipe, capped
(net only)
i
Soil surface
112" at larger painted
rebar or screw anchor
for carosive sails
o'-
Two loops twisted of either a 9-gage
smooth malleable galvanized wire,
a 121/2-gage galvanized HTF wire, or
a double strand barbed or smooth wire.
Horizontal:`
4" wooden "'Of Pull
2 318" pipe tlpp
tJm
`1�1 fl# E'
o!E
#iY ki
0 ... 1?0
`'� 'VVeided �r
w �
6" Treated hardwood.
cedar, galvanized metal,
minimum 75 lb. concrete or
�.` rock 2 3/8" nominal pipe, painted.
or dirive in anchor
Materials: Post must be new eastern red juniper, blueberry juniper, Bois-d'arc,
trea#ed pine, treated hardwood, -or steel- pipe-(cern.ented�.... Used...
nominal pipe is acceptable and must be painted.
Splices: Use "western -union splices , figure "8" knots or crimping sleeves for
malleable wire.
Use crimping sleeves or figure "8" knot for high tensile strength wire.

2 Post Brace With Deadman
AlIaMMLMI
Posts:
6" top if wooden
2 318" nominal pipe, capped
(all fences except net)
2 7/8" nominal pipe, capped
(net only)
i
Direction of pull
is
r�
T
E
E
b
�u
64 minimum
Soil surface
\\yt it►.114441
Horizontal:
4' if wooden
2 3/8" if nominal pipe
Height must be
minimum of 2J3's
height of top wire
height
Galvanized
steel pin
Two loops twisted of either a 9-gage
smooth malleable galvanized wire,
a 12112-ga4e galvanized HTF wire, or
a double strand barbed or smooth wire.
\ 1 ��/� �� #/2" ar larger'painted
anchor
±� � . or corasive sails
Cement if steel pipe
is used (12" hole) q
Qom.
4' dia. treated hardwood,
cedar, galvanized metal,
minimum 75 lb. concrete or rack,
2 318" nominal pipe painted
or drive in anchor
Materials: Post must be new eastern red juniper, blueberry juniper, Bois-d arc, -
treated pine, treated hardwood, or steel pipe (cemented). Used
nominal pipe is acceptable and must be painted.
Splices: Use "western -union splices , figure "8" knots or crimping sleeves for
malleable wire.
Use crimping sleeves or figure " T knot for high tensile strength wire.

Welded Steel 3-Post Diagonal End Brace Assembly
2 3/8" nominal pipe,capped
h 2 3/8" nominal size rl
2 3/8" nominal size
36"-44" 28".36"
Min. 6' Min.
2—3/8" nominal al
e,capped
"'`IIi\
!
I II
I I 3 J i j I Concrete mound to j}!!
{I I III ! prevent water from I ! I I
L,, I L.� I standing around post L:tdl —Concrete
Depth for driven pipe
(Applicable only to sandy loam and finer texture)
Pipe size Depth driven
2 3/8" - 5'
4
5+ - 3'

r
Wooden 3 Post Double "'H`° Brad End Assembly Without Deadman
4" dia. horizotal brace
5" nominal 6' miniman length Galvanized nominal
Galvanized wood
wood Direction of pull 5" nominal steel pin
wood ,
Two loops of 9=12112
gage galvanized wire
III I
m
d8"-44"
_—
•
/i�l, I I I �, :
I E I � P.11\
E�
.�
Concrete
steel pipe
L7 ui qi
(ti0
��
is used
.
(I hole)
Mote.
Materials shown above may be
substituted using 2 3/8" steel pipe,
capped, set in concrete (12 in.
diameter hole).
Pipe must be painted.

/A LLdL4 11 1 MI U hj
H-Brace
Pull Assembly
4" nominal wooden
2 3I18" nominal pipe, capped
i
Topwire. - A-111
Pull Assembly
Single Post
Pull Assembly
4" nominal wooden
2 318- nominal pipe
1 .
Two loops twisted of either a 9-gage Top wire
smooth malleable galvanized wire.
a 121/2-gage galvanized HTF wire,
or a double strand barbed or smooth
wire. �o
• c�
' ;3' min.
Soil 'surface °
3' rein.
Dead man —�

Wooden 3 Post Double "H" Brace End Assembly Without Deadman
4" dia. horizotal brace
S" nominal s' miniman length GaIVanlZed 6" nominal
wood Direction of pull 5" nominal steel pin W°od
-wood -
Two loops of 9-421/2
gage gaivanlzed wire
"Est'►�w.i%icfa�:::=Y/���:.:=Y////ill
� tx
Concrete if
steel.pipe
is used
(12' hole)
Note: Materials shown above may be substituted using 2 3/8" steel pipe,
capped, set in concrete (12 in. diameter hole). Pipe must be painted.
J6"-44"

5 Post, H-Brace Corner, Without ®eadman
5" nominal wood
2 3/8" nominal pipe.
5" nominal wood
2 318" nominal pipe,
a
4
e a
Soil surface !
fi nominal wood
Horizontal:
4" wooden
2 T8" pipe
.riot'
01

r
, ..... T
\{W1MY'�WY'�
T
�fis�<OMM
O
� di
,R
fl1
do 0
� U
C C
CL 0
CM U CD
.o a
o
$
06.
cv
o
m O
C
At
U
y
•�
� tts .O
•-ja
-- E
• wntui tw ,$ ^-o,

. - M61Cdaoiii11G1i� p
� P �
Electric Fence
Cutoff switch
,nergizer
5 turns of
fence wire —
Choke
12'1-
F*-10'+ --bf
Australian Iron woodW—M,!
1
110-1�
7\RIII
1 6'+ e
1
or plastic piping
;nergizer earth/ round
g
system
Lightning diverter earUVground system

/e
CD s p
E
0
cc
..0
y..r
a
� m
C
�
CD
it E
F
2
c
m�-
� o
vy
O
41
Q
W
= p
cn cu
.90
4 \ 9
CO
N
4no`o�.
Cpp C
G1 N
44
p cII
Z u7

71.
11
Attachment E
Floodgate " "' ' I\
controller
12 1/2 ga. gslvanized.wire
Electric Flood Gate.
insulator
'Wire allow debris
to Pass through

CONSTRUCTION SPECIFICATION
CONCRETE
1. Scode
This specification covers the quality of concrete, steel reinforcement, the
forming, placing, curing and other requirements for concrete construction of
simple stabs, low walls (not to exceed 4 feet), curbing, aprons, ballast etc.
2. Definitions
In this specification, the "engineer" is the designated Natural Resources
Conservation Service representative. The "contractor" is the individual or
company who performs the construction.
3. Composition
Concrete shall be composed of Portland cement, fine and coarse aggregates,
water and, when specified, air -entrainment, set retardant or other admixtures.
These materials shall conform to the following requirements:
Portland Cement - Portland cement shall meet the requirements of ASTM
Specification C-150 for Type I cement unless otherwise specified. Cement shall
be properly stored and protected from weather, dampness or other destructive
agent. Any cement which is damaged will be rejected and not permitted to be
used in the work.
Acareaate - Fine aggregate shall meet the requirements of N.C. Department of
Transportation (DOT) standard size number 2S. Coarse aggregate shall be N.C.
DOT size number 57 or 67.
Water - Water shall be clean and free from oil, salt, acid, alkali, organic matter or
other harmful substances.
__.. Design- Mix-- - ._ ._ ._ .__... ._.._ ,_.. .
The contractor shall designate the design mix and submit it to the engineer for
approval prior to placement of any concrete. Unless authorized by the engineer,
the concrete mix will meet the following guidelines for a cubic yard of concrete:
Cement 564 lbs. minimum - (6 bags)
Coarse aggregate 1850 lbs. maximum
Fine aggregate 1450 lbs. maximum
Water 6 gal./bag of cement maximum-(36
gallons)
The contractor will submit evidence as required by the engineer, showing that the
concrete ingredients comply with the requirements of this specification.
After the design mix has been approved, no change in the source, character, or
grading of the materials shall be made without due notice to the engineer. No new
aggregate, nor any aggregate found to differ in quality or properties from the
materials on which the design mix has been based shall be used until the engineer
NRCS-Nc CONCRETE
Area 1 page 1 July 1994

has determined its conformity with specifications and has approved a new design
mix based on the new or altered material.
5. Consistent
The amount of water used in the concrete- shall be the minimum necessary to
obtain the required workability. In no case shall the water content exceed the
amount designated in the design mix.
The consistency of the concrete shall be such that it can be worked readily into
the corners and angles of the forms and around reinforcement with the method of
placing employed on the work, but without permitting the materials to segregate
or excess free water to collect on the surface. The free water contained in the
aggregate must be considered as a part of the mixing water in computing the
water content.
The slump shall be between 2 and 4 inches when tested by "The Test for Slump
of Portland Cement Concrete," ASTM Designation C-143.
6. Mixers and Mixing
Concrete may be furnished by batch mixing at the site of work or by ready -mix
methods. The mixing equipment shall be capable of combining the aggregate,
cement and water into a uniform mixture and of discharging this mixture without
segregation.
When the concrete is delivered in ready -mix trucks, the .delivery ticket must show
the time of batching and the amount of each of the ingredients in the load.
7. Forms
Material - Forms shall be of wood, steel, or other approved material.
Construction - Forms shall be true to line and grade, mortar -tight and sufficiently
rigid to prevent objectionable deformation under load. The form surfaces shall be
smooth, free from irregularities, dents, sags, or holes when used for permanently
exposed faces. All exposed joints, edges, and external corners shall be chamfered
unless otherwise directed or indicated an the drawings. Bolts and rods used for
internal ties -shall be so -arranged --that, -when the dorms--are--removed; metal -will -be.
not less than one ( Z) inch from any concrete surface.
NRCS VC
CONCRETE
Area 1 Page 2 Juiy i 994

-.Coating• Forms for exposed surfaces shall be coated with a non -staining form oil
which shall be applied before the concrete is placed. After oiling, surplus oil an
the form surfaces and any oil on the reinforcing steel or other surfaces requiring
bond with the concrete shall be removed. Forms for unexposed surfaces may be
thoroughly wetted in lieu of oiling immediately before the placing of concrete,
except that, in freezing weather, oil shall be used.
Removal - All form removal shall be accomplished in such a manner as to prevent
injury to the concrete. Forms will not be removed before the expiration of the
minimum time indicated below except where otherwise directed or specifically
authorized.
Beams and deck -type slabs 14 days
Walls and slabs in contact with the ground 3 days
S. Embedded Items
Before concrete is placed, all embedded items will be firmly and securely fastened
in place as indicated on the drawings. Embedded items shall be free of oil and
other foreign matter.
9. Steel Reinforcement
All reinforcement shall be free from flaky rust, oil, grease, paint or other substance
which would impair the bond between concrete and steel.
Steel bars for concrete reinforcement shall be deformed billet -steal bars,
conforming to AS T M Specification A-615, Grade 40.
Welded steel wire fabric sliall conform to the requirements of AS T M Specification
A-185.
Reinforcement shall be accurately placed and secured in position in a manner that
will prevent its displacement during placement of the concrete. Splices of
reinforcing bars shall provide an overlap equal to at least 30 times the diameter of
the smaller bar in the splice. Welded wire fabric shall be lapped as directed by the
engineer.
onvevina
Concrete shall be conveyed from mixer to forms as rapidly as practicable by
methods which will prevent segregation or loss of ingredients. There shall be no
vertical drop greater than five (a) feet except where suitable equipment is provided
to prevent segregation and where specifically authorized.
No concrete shall be placed until the engineer has given his approval of the
subgrade, forms and reinforcing steel in place. No concrete shall be placed until
the engineer or his representative is present. The contractor shall notify the
engineer of his intention to.. pour at least 24 hours in advance.
Before any concrete is placed, the forms and subgrade shall be free of chips, dirt,
sawdust, or other extraneous materials.
11. Placina
General - Concrete shall be worked into the corners and angles of the forms and
around all reinforcements and embedded items without permitting the materials to
NRCs-NC CONC39 s
Area 1 Page 3 Juiv ; 994

segregate. Concrete shall be placed within one and one-half (1.112) hours after
the introduction of the cement to the water and aggregates.
Concrete, when deposited in the forms during hot weather, will have a
temperature not greater than 90OF at the time of placement. ice may be used as a
portion of the mixing water to control temperatures provided all ice is melted in the
mixing process. When the atmospheric temperature reaches or exceeds 900F, the
concrete shall be placed within 45 minutes after botching.
Concrete, when deposited in the forms during cold weather, shall have a
temperature of not less than 40OF nor more than 800F. The aggregate and mixing
water may be heated to control the concrete temperature; however, the
temperature of neither aggregates nor mixing water shall be more than 100oF just
prior to mixing. The materials shall be free from ice, snow and frozen lumps
before entering the mixer.
Concrete shall be deposited as close as possible to its final position in the forms.
The depositing of concrete shall be regulated so the concrete may be consolidated
with a minimum lateral movement. Concrete shall be consolidated with the aid of
mechanical vibrating equipment supplemented by hand -spading and rodding.
Vibrating equipment shall be of the internal type and shall at all times be adequate
to properly consolidate all concrete. All concrete -placing equipment and methods
shall be subject to approval.
Lifts in Concrete - All concrete shall be deposited in horizontal layers
approximately twenty (20) inches in thickness unless otherwise authorized or
directed. The placement shall be carried on at such a rate that the formation of
cold joints will be prevented. If a delay occurs in excess of a forty (40) minute
interval between any two (2) consecutive batches or loads, or in case of any delay
between placing of batches that allows previously placed concrete to take initial
set, the contractor shall discontinue the placing of concrete and make a
construction joint satisfactory to the engineer before proceeding with the placing
operations.
Concrete an Mock Foundation - Where concrete is to be placed on rock surfaces
the rock is to be clean, free from oil, standing or running water, mud,
objectionable coatings, debris, loose semi-detached or unsound rock or fragments.
All rock surfaces shall be wet immediately prior to placing concrete.
Concrete on Earth Foundation - Unless otherwise authorized by the engineer all
concrete shall be placed upon clean, damp surfaces which are free from frost, ice,
standing or running water. Concrete shall not be placed upon soft mud, dried
porous earth, or upon fill that has not been subject to approved rolling and
tamping. Where concrete is to be placed on dry surfaces, action must be taken to
prepare a damp, moist surface prior to placing,
12. Construction Joints
The placing of concrete will be accomplished so that construction joints occur at
locations shown on the plans or as approved. As a lift is completed, the top
surface shall be immediately and carefully protected from any condition that will
adversely affect the hardening of the concrete. Joints shall be clean and keot
damn until the new concrete is placed.
13. Expansion or Contraction Joints
NRCs-ANC CONCRETE
Area 1 Page 4 July '.sea

"General - Joints shall be provided at the locations indicated on the -drawings and
according to the details shown or as otherwise approved. The methods and
materials used shall be subject to approval by the engineer. In no case shall any
fixed metal, embedded in concrete, be continuous through an expansion or
contraction joint, except as specifically detailed in the drawings.
14. Finishinct
Defective concrete, honeycombed areas, voids left by the removal of the forms -
and ties, and ridges on all concrete surfaces shall be repaired immediately after the
removal of forms unless otherwise 'authorized or directed. Voids left by removal of
tie rods shall be reamed and completely filled with mortar. Defective concrete
shall be repaired by cutting out the unsatisfactory material and placing new
concrete which shall be secured with keys, dovetails, or anchors. Excessive
rubbing of formed surfaces will not be permitted. All unformed surfaces of
concrete, exposed in the completed work, shall have a wood float finish without
additional mortar.
15. Curina
Concrete shall be protected from excessive drying for a curing period of at least 7
days after it is placed. Exposed surfaces shall be kept continuously moist for the
entire period or until curing compound is applied as specified below. Moisture
shall be maintained by sprinkling, flooding or fog spraying, or by covering with
continuously moistened canvas, cloth mats, straw, sand or other approved
material. Wood forms (except plywood) left in place during the curing period shal.
be kept wet. Formed surfaces shall be thoroughly wetted immediately after forms
are removed and shall be kept wet until patching and repaired are completed.
Water or covering shall be applied in such a way that the concrete surface is not
eroded or otherwise damaged.
Except for construction joint surfaces, concrete may be coated with an approved
curing compound in lieu of the continued application of moisture.
The compound shall be sprayed on the moist concrete surfaces as soon as free
water has disappeared, but shall not be applied to any surface until patching,
repairs and finishing of that surface are completed.
The curing compound shall be thoroughly mixed immediately before applying, and
shall be applied at a uniform rate of not less than one gallon per 150 square feet
of surface. It shall form a uniform, continuous, adherent fim hat shall not check,
crack or peel, and shall be free from pin holes or other imperfections.
Curing compound shall not be- applied to surfaces requiring bond with
subsequently placed concrete, such as construction joints, shear plates,
reinforcing steel and other embedded items.
Surfaces subjected to heavy rainfall or running water within 3 hours after the
compound has been applied; or surfaces damaged by subsequent construction
operations during the curing period shall be resprayed in the same manner as for
the original applications.
During cold weather, the air and forms in contact with the concrete shall be
maintained at temperatures above forty (40) degrees for at least five (5) days and
-at a temperature above freezing for the remainder of the specified curing period.
Concrete, permitted to be cured with curing compounds, shall be provided the
same protection against freezing and low temperatures as provided herein. No fire
NRCS-NC ccNCIF E
Area 1. page 5 Juiv 1.994

or excessive heat shall be permitted near or in direct contact with concrete at any
` r time.
n
16. ITEMS OF WORK AND CONSTRUCTION DETAILS
Items of work to be performed in conformance with this specification and tha
construction details therefore are:
(1) This item shall consist of furnishing materials, tools and labor to ins -rill.
finish and properly cure the concrete
(2) An adequate supply of clean water shall be available prior to and during
the pouring process and all surfaces will be kept moist and clean.
(3) Concrete shall be formed and finished to the neat lines and grades shown
on the drawings.
(4) Concrete design mix shall provide a minimum of 4000 psi compressive
strength at 28 days.
{5} Slump of all concrete delivered to the site shall be between 2.5 and 4.0
inches when tested by "The Test for Slump of Portland Cement
Concrete," ASTM Designation C-143.
(6) Air entrainment admixture shall be added to provide 41/o to 6% entrained
air at the site. If concrete cannot reach the site within 45 minutes
from the batch plant a set retardant or super plasticizer admixture may
be required. In no case shall water be added to the concrete mix
_. _.-
_..---._..-sn-ro-ute-to the ..site_or.at.the sate.wit�out._Pxpress approval. by.t e.
engineer.
(9) Curing compotind shall he available at the site prior to delivery of
concrete. .
MRCS-INC
?aae 6
,:uiv '9°a

t
1. SCOPE
CONSTRUCTION SPECIFICATION
FABRIC _FILTER CLOTH
This work shall consist of furnishing all materials, equipment and
labor necessary for the installation of fabric filter cloth for
slope protection under rock riprap and as a load stabilizer under
surfacing materials on roadbeds.
2. MATERIALS
Fabric filter cloth shall be manufactured from synthetic long chain
or continuous polymeric filaments or yarns such as polypropylene,
polyethylene, polyester, polyamide, or polyvinyl idene-chloride. The
fabric filter cloth shall be formed into a stable network of
filaments or yarns that retain their relative position to each
other, are inert to commonly encountered chemicals, and are
resistant to ultraviolet light exposure, heat, hydrocarbons, mildew,
rodents and insects. The fabric filter cloth shall be free of any
chemical treatment or coating that might significantly reduce its
permeability and shall have no flaws or defects that would
significantly alter its physical properties.
Fabric filter cloth shall be of the nonwoven type and shall conform
to the physical properties listed in Table 1, based on the average
roll minimum value. Nonwoven fabric filter cloth shall be
manufactured from randomly oriented fibers bonded together by the
needle punched process.
Prior to installation of any fabric filter cloth, the Contractor
sha I i furnish the Contracting Officer the following information:
(1) Name of product and manufacturer.
(2) Prod.uct description, chemical composition, and copies of
(3) Statement of compliance attesting that the fabric filter
cloth meets the chemical, physical, and manufacturing
requirements stated in this specification.
(4) Signature of legally authorized official attesting to
validity of information provided.
4. SHIPMENT AND STORAGE
The fabric filter cloth shall be supplied in rolls wrapped with a
protective covering to keep.out mud, dirt, dust, debris, and direct
sunlight. Each roll of fabric filter cloth shall be clearly marked
to identify the brand, type and the individual production run.
SCS-NC (page 1 of 3) FABRIC FILTER CLOTH
AREA 1 March 1968

5. PLACEMENT
The fabric f i I ter c l oth sha I I be p I aced on -the app roved prepared
surface at the locations and in accordance with the details shown on
the drawings. The fabric shall be unrolled along the placement area
and loosely laid (not stretched) in such a manner that it will
conform to the surface irregularities when the stone or other
material is placed on it. No cuts will be permitted in the fabric
panel unless otherwise specified_ The panel may be folded and
overlapped to permit proper placement in the designated areas_
The orientation of the width and length of the f abric panels shall
be as shown on the drawings. The fabric length shall be placed
parallel to the direction of crater flow unless otherwise indicated
on the drawings. The overlaps of panels and end roll details shall
be as specified. The minimum overlap shall be 1S inches.
Securing staples shall be placed along the edge of the panel and at
abrupt changes in contour to adequately secure the fabric filter
cloth to the soil surface. At overlaps,. securing staples shall be
inserted through both layers along a line through the approximate
midpoint of the overlap. Securing pins shall be placed along a line
approximately two inches in from the edge of the outer limits of the
camp I eted f i I ter c I oth area at i ntervaI s not greater than 12 feet.
Additional staples shall be installed as necessary to prevent any
slippage of the fabric, regardless of location. Staples shall be
machine made of No. 11 gauge or larger new steel wire formed into a
"U" shape. The size when formed shall not be less than 6 inches in
length with a throat of not less than 1 inch in width. Staples
normally used for securing erosion control netting may be acceptable
if approved by the engineer prior to installation.
Riprap shall be placed in a manner that prevents damage to the
fabric filter cloth. In no case will riprap be dropped on uncovered
material from a height greater than three feet.
- 7. ITEMS OF WORK AND, CONSTRUCTION DETAILS
Items of work to be performed in conformance with this specification
and the construction details therefor are:
a. Filter Fabric
(1) This item shall consist of furnishing and installing the
nonwoven fabric filter cloth under all rock riprap and on
roadbeds under crushed stone where specified.
(2) Fabric filter cloth supplied shall be Polyfelt, grade TS 600
or equivalent.
SCS—NC (page 2 of 3) FABRIC FILTER CLOTH
AREA 1 March 1986

TAL LE 1
REQUIREMENTS FOR NONWOVEN FABRIC FILTER CLOTH
Tes Method Requirements
Equivalent Opening Corps of Engineers No larger than the
Size (ECS) openings in a US
Standard Sieve No .. C:
Elongation at
Fa i lure - X
Tensile Strength -
Jbs.
,Burst Strength* -
psi
AS T M D--1682
ASTM D-1e3i
Grab Test Method
A STM D-3784
Diaphragm Sur-st i ng
Strength Tester Method
50;o Minimum
150 lbs. Minimum
3ZO psi Minimum
Permeability K value (Failing head - 0.10 cm/sec. M i n i murr
Coefficient -- cm/sec 10 in. max. head)
Seam Breaking Strength ASTM'D-1683 125 lbs. Minimum
Average rail minimum value - weakest principal direction.
SCS-NC (page 3 of 3) FABRIC FILTER CLOTH
AREA 1 March 1988