88C_ROSCANS_1991

CANTR LL CONSTRUCTION COMPANY
P. 0. BOX 1677 BREVARD, N.C. 28712
[phone]
NAME AND TELEPHONE NUMBER OF PERSON RESPONSIBLE
FOR OPERATION AND MAINTENANCE OF THE SITE:
David L. Cantrell
P. 0. Box 1677
Brevard, N.C. 28712
704-884-6157

CANTRELL CONSTRUCTION OPOPANY
P. 0. BOX 1677 BREVARD, N.C. 28712
[phone]
THE PLANNED USE OF THIS PROPERTY AFTER COMPLETION OF
LANDFILL OPERATIONS IS FOR PASTURE.

CANTRELL CONSTRUCTION COMPANY
P. 0. BOX 1677 BREVARD, N.C. 28712
[phone]
TYPES OF WASTE TO BE USED IN LANDFILL,
1. Stumps
2. Limbs
3. Leaves
4. Concrete
5. Brick
6. Wood
7. Uncontaminated earth or other solid wastes
as approved by the division

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CANTRELL CONSTRUCTION COMPANY
P. 0. BOX 1677 BREVARD, N.C. 28712
[phone]
CANTRELL CONSTRUCTION COMPANY U
DEMOLITION LANDFILL APPLICATION v
SITE PLAN
James Patterson, Waste Management Specialist with the N.
Department of Environment, Health, and Natural Resources from
Hayesville, N.C. has visited the site and reviewed this appli-
cation.
The Aerial Photograph enclosed is hand -drawn, because I could
only get one copy of the photo and it was illegible.
This site is located on State Road 1107 (East Fork Road), approx-
imately nine miles south of Brevard off of State Highway 276.
I have leased approximately 1.5 acres from L.R. & Mary J. Hebson,
(Deed Reference: Deed Book 333, Page 31).
The terrain is steeply sloped woodland, with a gently sloping
entrance to the State Road 1107. The State Road on the west
side of the site is the head of the watershed so no drainage
from the site can flow toward the adjoining development. Sur-
face water from SR1107 can be diverted off of site by means of
the old logging road and a ditch along SR1107. A settling basin
will be built at the northeast corner of the site, approximately
2000 cubic feet in size, to retain all sediment on site. The
sediment basin will have a brush barrier below it to catch any
sediment from sediment basin until grass is established.
No demolition material will be dumped within 50 feet of the
spring located at the northeast corner of the site. The sediment
basin will be kept cleaned out during the filling of the land-
fill. Seeding will occur as the slope is filled with demoli-
tion materials and covered with soil to prevent erosion. The
seeding schedule is enclosed with the erosion control plan.
Any fill required will be used from on -site, from up on slopes,
away from any ground water.

CANTRELL CONSTRUCTION COMPANY
P. 0. BOX 1677 BREVARD, N.C. 28712
[phone]
APPLICATION FOR DEMOLITION LANDFILL
A. Site Application
1. Map - Area within one-fourth mile of site
2. Approval Letter from Transylvania County Planning Dept.
3. Site Location on County Roadmap
4. Types of Waste
B. Construction Plan
1. Survey
2. Erosion Control Plan
3. Seeding Schedule (included in Erosion Control Plan)
4. Copy of Lease
5. Deed of Ownership
6. Name and telephone number of person responsible
7. Projected use of land after completion

APR, 1 7.1991
TRANSYLVANIA COUNTY
PLANNING DEPARTMENT
28 EAST MAIN STREET, BREVARD, N.C. 28712
[phone]
April 16, 1991
TO WHOM IT MAY CONCERN:
This is to certify that, at the present time, there is no county zoning ordinance applicable in
Transylvania County.
Mark R. Burrows
Planning Director
MRB/lg
Recycled Paper

JUL. 19 1991
d��A�Eo
ra �
�� QuAM �•
State of North Carolina
Department of Environment, Health, and Natural Resources
Division of Solid Waste Management
P.O. Box 27687 - Raleigh, North Carolina 27611-7687
James G. Martin, Governor William L. Meyer
William W. Cobey, Jr., Secretary Director
July 9, 1991
Mr. David L. Cantrell
Cantrell Construction Company
P. 0. Box 1677
Brevard, North Carolina 28712
RE: Cantrell Construction Company Demolition Landfill Permit
Application, East Fork Road, Transylvania County, Completeness
Review
Dear Mr. Cantrell:
The Solid Waste Section has conducted a preliminary review of
the above referenced application for a demolition landfill permit.
In accordance with the North Carolina Solid Waste Management Rules,
the following comments must be addressed to continue the review
process:
1) In accordance with .0503 (2) (d) (ii) , "A site shall be designed
so that the bottom elevation of solid waste will be a minimum
of four feet above seasonal high groundwater."
As a spring head is located on the northeastern side of the
property to be disturbed, the depth to groundwater on this
site needs to be determined prior to development.
2) In accordance with .0506(2)(a), the "proposed filling limits'
need to be shown on a site plan. The only detail on this was
shown on the northeastern side of the property next to the
spring head. The areas to be filled need to be clearly shown
on the map.
Furthermore, proposed filling limits means that the applicant
must show the proposed excavation and final contours for the
site. * Proposed excavation depths need to be four feet above
groundwater. A benchmark may be used to locate elevations.
In addition, two cross-section of the fill area showing the
proposed excavation and final contours may enhance the
application.
An Equal Opportunity Aflinnad1w Action Employer

Mr. Cantrell`
July 9, 1991
Page 2
3) A letter of approval for sediment and erosion control form the
Land Quality Section must be sent to the Solid Waste Section
prior to the issuance of this permit.
These comments are intended to expedite the review of this
application, and in no way do ,they restrict the Section's right to
request additional information following the technical review
process.
If you have any questions, or would like to set-up a meeting to
discuss the application, please contact our office at [phone],
sincerely,
1 YAk4kL
Suzanne Molloy
Environmental Engineer
Solid Waste Section
cc: Jim Patterson
Julian Foscue

d srniEq
Ywc(�y
V
State of North Carolina
Department of Environment, Health, and Natural Resources
Asheville Regional Office
LETTER OF APPROVAL
James U Martin, Governor Ann B. Orr
William W. Cobey, Jr., Secretary Regional Manager
June 5,.1.991
Mr. David L. Cantrell
P. 0. Box 1677
Brevard, NC 28712
Dear Mr. Cantrell:
This office has reviewed the erosion and sedimentation control plan
submitted for the project listed below. We find the plan to be acceptable and
hereby issue this Letter of Approval. Please be advised that Title 15A, North
Carolina Administrative Code 4B.0017(a), requires that a copy of the approved
soil erosion control plan be on file at the job site. Also, you should consider
this letter to give the Notice required by NCGS 113A-61(d) of our right of
periodic inspection to ensure compliance with the approved plan.
The State's Sedimentation Pollution Control Program is a performance -
oriented program requiring protection of the natural resources and adjoining
properties. If, following commencement of this project, it is determined that
the plan is inadequate to meet the requirements of NCGS 113A-51 to 66, this
office may require revisions to the plan and implementation of the revisions to
ensure compliance with the Act.
Please note that this approval is based in part on the accuracy of the
information provided in the Financial Responsibility Form which you have
provided. You are requested to file an amended form if there is any change in
the information included on the form. In addition, it would be helpful if you
notify this office of the proposed starting date for this project. Your
cooperation is appreciated.
Sincerely,
�,I)
Richard A. Phillips, P.E.
Regional Engineer
RAP:a
CC: Mr. Mark Burrows
Project name: Cantrell Demolition Landfill
Location: Transylvania County
Date received: 5/30/91
Date approved: 6/5/91
New submittal (x ) Revision ( )
Interchange Building, 59 Woodfin Place, Asheville, N.C. 28801 • Telephone [phone]
An Equal Opportunity Affirmative Action Employer

CANTRELL CONSTRUCTION COMPANY
P. 0. BOX 1677 BREVARD, N.C. 28712
[phone]
August 16, 1991
Suzanne Molloy
N.C. Department of Environment, Health and Natural Re cep
Division of Solid Waste Management
P. 0. Box 27687
Raleigh, North Carolina 27611-7687
RE: Cantrell Construction Company Demolition Landfill Permit
Application, East Fork Road, Transylvania County
Dear Ms. Molloy:
In response to your letter, a copy of which is attached, requesting
more information on our application, please find enclosed a cover
sheet showing two cross sections, A and B showing existing grade and
finish grade. It also shows the location of seven test holes on
cross section sheet A, which indicates ground water is at least
four feet below the bottom elevation of the proposed solid waste.
The test holes were dug by hand with a post hold digger. The ele-
vations were taken using a benchmark from a stake set close to the
spring head at elevation 2992.00.
We hope this clarifies the application.
please let us know.
Sincerely,
- 4u2Z / 4w,�
David L. Cantrell
CANTRELL CONSTRUCTION COMPANY
DLC/ccc
attachments
If you need anything further,

,ssSrAT(;y 4.
¢~ f
State of North Carolina
Department of Environment, Health, and Natural
Division of Solid Waste Management
P.O. Box 27687 • Raleigh, North Carolina 276114
James G. Martin, Governor
William W. Cobey, Jr., Secretary
July 9, 1991
Mr. David L. Cantrell
Cantrell Construction Company
P. O. Box 1677
Brevard, North Carolina 28712
RE: Cantrell Construction Company Demolition Landfill Permit
Application, East Fork Road, Transylvania County, Completeness
Review
Dear Mr. Cantrell:
The Solid Waste Section has conducted a preliminary review of
the above referenced application for a demolition landfill permit.
In accordance with the North Carolina Solid Waste Management Rules,
the following comments must be addressed to continue the review
process:
1) In accordance with .0503(2)(d)(ii), "A site shall be designed
so that the bottom elevation of solid waste will be a minimum
of four feet above seasonal high groundwater."
As a spring head is located on the northeastern side of the
property to be disturbed, the depth to groundwater on this
site needs to be determined prior to development.
2) In accordance with .0506(2)(a), the "proposed filling limits"
need to be shown on a site plan. The only detail on this was
shown on the northeastern side of the property next to the
spring head. The areas to be filled need to be clearly shown
on the map.
Furthermore, proposed filling limits means that the applicant
must show the proposed excavation and final contours for the
site. * Proposed excavation depths need to be four feet above
groundwater. A benchmark may be used to locate elevations.
In addition, two cross-section of the fill area showing the
proposed excavation and final contours may enhance the
application.
leyer
_..actor
An Equal Opportunity Affirmative Action Employer

Mr. Cantrell
July 9, 1991
Page 2
3) A letter of approval for sediment and erosion control form the
Land Quality Section must be sent to the Solid Waste Section
prior to the issuance of this permit.
These comments are intended to expedite the review of this
application, and in no way do.they restrict the Section's right to
request additional information following the technical review
process.
If you have any questions, or would like to set-up a meeting to
discuss the application, please contact our office at [phone],
Sincerely,
Suzanne Molloy
Environmental Engineer
Solid Waste Section
cc: Jim Patterson
Julian Foscue ✓

PERMIT NO. 88-C
SEPTEMBER 3, 1991
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT, HEALTH AND NATURAL RESOURCES
DIVISION OF SOLID WASTE MANAGEMENT
P. O. BOX 27687 RALEIGH, NC 27611-7687
SOLID WASTE PERMIT
L. R. Hebson and Mary J. Hebson
is hereby issued a permit to construct a
DEMOLITION LANDFILL
located
East Fork Road, Transylvania County, North Carolina
to be operated by
Cantrell Construction Company
P. 0. Box 1677
Brevard, North Carolina 28712
in accordance with Article 9, Chapter 130A, of the General Statutes
of North Carolina and all rules promulgated thereunder and subject
to the conditions set forth in this permit. The facility is
located and described by the legal description of the site on the
attached sheet.
Dexter R. Matthews
Solid Waste Section, Chief

PERMIT NO. 88-C
SEPTEMBER 3, 1991
SOLID WASTE PERMIT
DEMOLITION LANDFILL
CONDITIONS OF PERMIT:
1. This permit shall not be effective unless the certified copy is
files in the Register of Deeds Office, in the grantor index
under the name of the owner of the land in the county or
counties in which the land is located. After recordation, the
certified copy shall be returned to the Solid Waste Section and
shall have indicated on it the page and book number, date of
recordation, and Register's seal.
2. When this property is sold, leased, conveyed or transferred, the
deed or other instrument of transfer shall contain in the deed
description section in no smaller type than that used in the
body of the deed or instrument a statement that the property has
been used as a sanitary and.demolition landfill.
3. The following requirements shall be met prior to receiving solid
waste at the site:
a. Site preparation shall be in accordance with the
construction plan.
b. Site inspection shall be made by a representative of the
Division of Solid Waste Management.
C. The permit number and the words "NO UNAUTHORIZED DUMPING
ALLOWED" shall be posted on an entrance sign.
4. This demolition area is permitted to receive solid waste as
defined in 15A NCAC 13B, .0101(5); stumps, limbs, leaves,
concrete, brick, wood, and uncontaminated earth.
5. This permit is for construction according to the attached plans.
Additional conditions and revisions of the approved plans shall
be approved by the North Carolina Solid Waste Section.
6. This facility shall conform to operating procedures in Rule
.0507 of the Solid Waste Management Rules and the following
specific conditions:
a. Solid Waste shall be restricted to the smallest area
possible and compacted as densely as practical. The active
area shall not exceed on (1) acre in size.
b. Adequate soil cover, a minimum of 6-inch layer, shall be
applied monthly, or when the active area reaches one (1)
acre in size.

Conditions of Permit No. 88-C
September 3, 1991
Page 2
6. Ground water quality at this facility is subject to the
classification and remedial action provisions of 15 NCAC 2L.
7. All earth disturbing activities will be conducted in accordance
with the Sedimentation Pollution Control Act of 1973 (15A NCAC
4). See attached letter of approval from the Land Quality
Section.

cVATE
State of North Carolina
Department of Environment, Health, and Natural Resources
Division of Solid Waste Management
P.O. Box 27687 - Raleigh, North Carolina 27611-7687
James G. Martin, Governor
William W. Cobey, Jr., Secretary
September 3, 1991
Mr. David L. Cantrell
P. 0. Box 1677
Brevard, North Carolina 28712
RE: Cantrell Construction Company Demolition Landfill,
Permit No. 88-C, East Fork Road, Transylvania County,
North Carolina
Dear Mr. Cantrell':
William L. Meyer
Director
Enclosed please find a Solid Waste Permit, a Certified Copy,
and Conditions of Permit for the above referenced facility.
This permit is for the property defined: in the attached Legal
Description. The approved area for disposal is approximately 1.5
acres of land. This site is permitted to receive solid waste as
defined in 15A NCAC 13B .0101(5).
General Conditions No. 1 must be completed in order for this
permit to be effective. This general condition describes the
recordation procedures for this site. After recordation, the
certified copy shall be returned to the Solid Waste Section and
shall have indicated on it the page and book number, date of
recordation, and Register's seal.
Prior to placing waste in the approved area the following
activities must be adhered to:
1) Site preparation shall be made in accordance with the site
plan, and
2) Site inspection shall be made by a representative of the
Division of Solid Waste Management. Contact Jim
Patterson, Solid Waste Management Specialist, at
[phone].
If you have any questions, please contact our office a
An Equal Opportunity AfHnnative Action Employer

Mr. Cantrell
September 3, 1991
Page 2
[phone].
Sincerely,
S14 -11�
'VVtk
Su anne Molloy
Environmental Engineer
Solid Waste Section
ENCLOSURES
cc: Jim Patterson/
Julain Foscue

PERMIT NO. 88-C
SEPTEMBER 3, 1991
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT, HEALTH AND NATURAL RESOURCES
DIVISION OF SOLID WASTE MANAGEMENT
P. 0. BOX 27687 RALEIGH, NC 27611-7687
S O L I D W A S T E P E R M I T
L. R. Hebson and Mary J. Hebson
is hereby issued a permit to construct a
DEMOLITION LANDFILL
located
East Fork Road, Transylvania County, North Carolina
to be operated by
Cantrell Construction Company
P. O. Box 1677
Brevard, North Carolina 28712
in accordance with Article 9, Chapter 130A, of the General Statutes
of North Carolina and all rules promulgated thereunder and subject
to the conditions set forth in this permit. The facility is
located and described by the legal description of the site on the
attached sheet.
� d
Dexter R. Matthews
Solid Waste Section, Chief

PERMIT NO. 88-C
SEPTEMBER 3, 1991
SOLID WASTE PERMIT
DEMOLITION LANDFILL
CONDITIONS OF PERMIT:
1. This permit shall not be effective unless the certified copy is
files in the Register of Deeds Office, in the grantor index
under the name of the owner of the land in the county or
counties in which the land is located. After recordation, the
certified copy shall be returned to the Solid Waste Section and
shall have indicated on it the page and book number, date of
recordation, and Register's seal.
2. When this property is sold, leased, conveyed or transferred, the
deed or other instrument of transfer shall contain in the deed
description section in no smaller type than that used in the
body of the deed or instrument a statement that the property has
been used as a sanitary and demolition landfill.
3. The following requirements shall be met prior to receiving solid
waste at the site: "
a. Site preparation shall be in accordance with the
construction plan.
b. Site inspection shall be made by a representative of the
Division of Solid Waste Management.
C. The permit number and the words "NO UNAUTHORIZED DUMPING
ALLOWED" shall be posted on an entrance sign.
4. This demolition area is permitted to receive solid waste as
defined in 15A NCAC 13B, .0101(5); stumps, limbs, leaves,
concrete, brick, wood, and uncontaminated earth.
5. This permit is for construction according to the attached plans.
Additional conditions and revisions of the approved plans shall
be approved by the North Carolina Solid Waste Section.
6. This facility shall conform to operating procedures in Rule
.0507 of the Solid Waste Management Rules and the following
specific conditions:
a. Solid Waste shall be restricted to the smallest area
possible and compacted as densely as practical. The active
area shall not exceed on (1) acre in size.
b. Adequate soil cover, a minimum of 6-inch layer, shall be
applied monthly, or when the active area reaches one (1)
acre in size.

Conditions of Permit No. 88-C
September 3, 1991
Page 2
6. Ground water quality at this facility is subject to the
classification and remedial action provisions of 15 NCAC 2L.
7. All earth disturbing activities will be conducted in accordance
with the Sedimentation Pollution Control Act of 1973 (15A NCAC
4). See attached letter of approval from the Land Quality
Section.

SEDIMENTATION AND EROSION CONTROL PLAN
Cantrell Construction Company
P. 0. Box 1677
Brevard, N.C. 28712
Transylvania County, N.C.
CONTENTS
I.
General Considerations
II.
Construction Sequence
III.
Financial Responsibility Form
IV.
Location Map
V.
Sediment Basin Detail
VI.
Brush Barrier Detail
VII.
Seeding Application Pates
VIII.
Site Drawing

SEDIMENTATION AND EROSION CONTROL PLAN
CANTRELL CONSTRUCTION COMPANY
TRANSYLVANIA COUNTY, N.C.
I. GENERAL CONSIDERATIONS
The proposed demolition landfill for Cantrell Construction
Company is located on State Road 1107 (East Fork Road) and will
involve filling a hollow with demolition materials. The total
land area is 1.5 acres, but less than an acre will be disturbed
at any one time. The terrain is steep and woodland. There is
a springhead located on the northeast corner of the property.
Access to the demolition landfill will be from State Road 1107
with a gate to prohibit unauthorized dumping. Planned use of
this site will involve approximately a ten year time period, so
seeding will occur on the slope as it is completed and filled.
The Erosion Control measures utilized on this site are a
2000 s.f. settling basin located at the northeast corner of the
site. Surface water from State Road 1107 will be diverted a-
round the site by means of an old wood road located on the south-
east side of the site. Erosion Control below the sediment basin
will utilize a standard brush barrier.
II. CONSTRUCTION SEQUENCE
1. Construct sediment basin
2. Divert surface water from SR 1107
3. Maintain sediment basin
4. Seed all disturbed banks and constructed slopes as
completed or within 30 days.

FINANCIAL RESPONSIBILITY/OWNERSHIP FORM
SEDIMENTATION POLLUTION CONTROL ACT
No person may Initiate any land -disturbing activity on one or more contiguous acres as covered by the Act
before this form and an acceptable erosion and sedimentation control plan have been completed and approved
by the Land Duality Section, N.C. Department of Environment, Health, and Natural Resources. (Please type or
print and, if question is not applicable, place N/A in the blank.)
Part A.
1. Project Name CANTRELL CONSTRUCTION COMPANY DEMOLITION LANDFILL
2. Location of land -disturbing activity: County TRANSYLVANIA , City
or Townshlo DUNNS ROCK , and Highway / Street EAST FORK ROAD (SR1107)
3. Approximate date land -disturbing activity will be commenced: UPON APPROVAL
4. Purpose of development (residential, commercial, industrial, etc.)
DEMOLITION LANDFILL
5. Approximate acreage of land to be disturbed or uncovered : 1.5 ACRES
6. Has an erosion and sedimentation control plan been filed ?Yes X No
7. Person to contact should sediment control issues arise during land -disturbing activity.
Name DAVID L. CANTRELL
Telephone [phone]
8. Landowner (s) of Record ( Use blank page to list additional owners.):
L. R. HEBSON AND WIFE, MARY J.
ATTACHED
Name (s)
12393 PECONIC COURT
Current Mailing Address Current Street Address
WEST PALM BEACH FL 33414
City State Zip City State Zip
9. Recorded in Deed Book No: 333 Page No. 31
Part B.
1. Person (s) or firms (s) who are financially responsible for this land -disturbing activity (Use the blank page to list
additional persons or firms):
CANTRELL CONSTRUCTION COMPANY
Name of Person (s)or Firm (s)
P. 0. BOX 1677
Mailing Address Street Address
BREVARD NC 28712 .
City State
Telephone [phone]
Zip City
State Zip
Telephone ���

2. (a),If the Financially Responsible Party is not a resident of North Carolina give name and street address of
a North Carolina Agent.
Name
Mailing Address
City State Zip
Telephone
Street Address
City
Telephone
State Zip
(b) If the Financially Responsible Party is a Partnership give the name and street address of each General
Partner ( Use biank page to list additional partners). If the Finanwlally Responsible Party is a Corporation
give name and street address of the Registered Agent.
Name
Mailing. Address
City
Street Address
State Zip City
Telephone Telephone
State Zip
The above information is true and correct to the best of my knowledge and belief and was provided by me
under oath. ( This form must be signed by the financially responsible person if an individual or his attorney -in -
fact or if not an individual by an officer, director, partner, or registered agent with authority to execute instru-
ments for the finanacially responsible person ). I agree to provide corrected information should there be any
change in the information provided herein.
David L. Cantrell
Type or print name
President
Tit!e or Authority
Slgnat aA L Date
I, Jo Anne H. Roberts , a Notary Public of the County of Henderson
State of North Carolina, hereby certify that David L. Cantrell
appeared personally before me this day and being duly sworn acknowledged that the above form was exe-
cuted by him.
Witness my hand and notarial seal, this 28th day of Ma
Seal Not
My commission expires April 1, 1995

ve
Practice Stu Trds and Specifications
J Weir length and depth —Keep the spillway weir at least 4 ft long and sized to
pass the peak discharge of the 10-yr storm (Figure 6.60a). A maximum flow
depth of 1 ft, a minimum freeboard of 0.5 ft, and maximum side slopes of 2:1
are recommended. Weir length may be selected from Table 6.60a shown for
most site locations in North Carolina.
Table 6.60a
Design of Spillways
Drainage Area Weir Length'
(acres) (ft)
1 4.0
2 6.0
3 8.0
4 10.0
5 12.0
'Dimensions shown are minimum
5 ft
1:. •.�1.5 ft
S 11 ��:!. ems.` �;:►r•�+•r.,
1�•'�Z':� ice+ �r��• �i�j �t j tt•.5 ft
`� .:?'a 7��!���r�����i! �ijw :�► �l��Y� ice_ a
Design
21 "
settled
top
min 10,
lltl= lltl=
ii =Ai
1.5 ft
Y
5 ft
max fill
Figure 6.60a Temporary sediment trap.
Cross section
Filter fabric
Overfill.
for settlement
.•:=:.. • is '�'
..
Emergency
•' ••-
7 �. 5=►.� . • ► .. • .
Filter
6" below
• ;L..�•., 1: 1 side slope Natural settled top
•I r
�.•.�.►.� r of • .
K ground
3 ft
min
- I ..._ Stone section
Construction 1. Clear, grub, and strip the area under the embankment of all vegetation and
Specifications root mat. Remove all surface soil containing high amounts of organic matter
and stockpile or dispose of it properly. Haul all objectionable material to the
designated disposal area.
6.60.3

it
.0-�S
.o .0 .0 ';A
N O --
r,�
.I1Ti
Pr
. .. .•`M >Ai �:•e�i...�... T i:y �+r•+��J�c•1 :'cCC'fT�. :'..'.L ta-"�F'x mx`aXf4nf4nX:9.�Pf�II }ice j.�.^'.Y Ff �"lY'�; ,

TABLE I. SEEDING APPLICATION RATES
A. LIME & FERTILIZER
/ 1.. 4000 pounds limestone per acre
2. 1000 pounds 10-10-10 per acre
B. MULCH
Mulch shall be applied at the following rates per acre:
50 Bales Straw Mulch
C. SEED
Rates are in pounds per acre
1. 60 pounds of Ky-31 Fescue
2. 15 pounds of rye grain

Q�2
- 21
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s
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