20011471 Ver 1_COMPLETE FILE_20011008

fir
n North Carolina Wildlife Resources Commission P. -
Charles R. Fullwood, Executive Director
MEMORANDUM
TO: John Thomas, Permit Coordinator
Raleigh Office, U.S. Army Corps of Engineers
FROM: Ron Linville, Regional Coordinator
Habitat Conservation Program
DATE: September 21, 2001
SUBJECT: Review of 404 Application for West Jefferson/Fleetwood Elementary School, NWP 39,
Unnamed Tributary to South Beaver Creek, Ashe County
The applicant is requesting a letter of concurrence from the North Carolina Wildlife Resources
Commission (NCWRC) to obtain a 404 permit from the U.S. Army Corps of Engineers. The NCWRC has
reviewed information provided by the applicant, and field biologists on our staff are familiar with habitat
values of the project area. Kin Hodges, Fish biologist and Kevin Hinig, Assistant Fish Biologist visited the
site on September 17, 2001. These comments are provided in accordance with provisions of the Clean
Water Act of 1977 (33 U.S.C. 466 et. seq.) and the Fish and Wildlife Coordination Act (48 Stat. 401, as
amended; 16 U.S.C. 661-667d).
The project will impact 240 linear feet of wetlands and 80 linear feet of perennial stream. No fish
were observed in the project area by our biologists. We believe that it may be appropriate for the US Army
Corps of Engineers and NC Division of Water Quality to further define actual impacts.
Based on the information provided by the applicant and our information on the range of trout in
the project area, we do not believe this project will cause significant effects to waters supporting trout.
Therefore, we will not object to the project as proposed providing that no state or federal listed species are
present in the impacted areas. We recommend that all remaining wetlands be set aside in conservation
easements to be used for environmental educational purposes. Should the Division of Water Quality
require a stormwater pond or wetland due to development density or future construction activities,
biologists with the North Carolina Wildlife Resources Commission can provide recommendations that will
benefit wildlife and environmental education.
Thank you for the opportunity to review and comment on this project. If you have any questions
regarding these comments, please contact me at 336/769-9453.
Cc: Stephen Hall, NHP
Mark Cantrell, USFWS
Jennifer Frye, DWQ
Melba McGee, OLIA
Mailing Address: Division of Inland Fisheries • 1721 Mail Service Center • Raleigh, NC 27699-1721
Telephone: [phone] est. 281 • Fax: [phone]
F WATF
Michael F. Easley, Governor
`0 y William G. Ross Jr., Secretary
(q r North Carolina Department of Environment and Natural Resources
-i Gregory J. Thorpe, Ph.D.
p 'C Acting Director
Division of Water Quality
Division of Water Quality
October 18, 2001
CERTIFIED MAIL: 7099 3400 0006 9313 6178
Return Receipt Requested
Mr. Donnie Johnson, Superintendent
Ashe County Board of Education
PO Box 604
Jefferson, NC 28640
SUBJECT: APPROVAL of 401 Water Quality Certification with Additional Conditions
Ashe County Elementary School
DWQ Project # 01 1471
Ashe County
Dear Mr. Johnson:
You have our approval, in accordance with the attached conditions (WQC #3287) and the
conditions listed below, to discharge fill into 320 linear feet of an unnamed tributary to South
Beaver Creek, Class C Tr+ Waters, New River Basin for the purpose of constructing the Ashe
County Elementary School. The activity must be conducted as indicated in your application,
additional correspondence and as depicted on the Revised Grading, Drainage and Erosion
Control Plan (revised October 5, 2001) by Howell Associates Architects.
This approval is only for the impacts listed above and for the activities that you described
in your application received by the Division on October 9, 2001, and the additional
correspondence received in the WSRO on September 5, 12 and October 5, 2001, respectively.
We have determined that General Water Quality Certification Number 3287 covers this fill
activity. This Certification allows you to use Nationwide Permit Number 39 when issued by the
US Army Corps of Engineers. Please keep in mind that there may be additional Federal, State
and Local regulations applicable to your project, such as the Sedimentation and Pollution Control
Act, Non-Discharge and Water Supply Watershed Regulations, whereby you may be required to
obtain permits and/or approvals prior to beginning your project. In addition, this approval will
expire when the accompanying 404 Permit expires unless otherwise specified in the General
Certification.
Q
NCDENR
Customer Service
1 800 858-0368
Division of Water Quality / Water Quality Section
585 Waughtown Street Winston-Salem, NC 27107
Phone: [phone] Fax: [phone] Internet: hftp://wq.ehnr.state.nc.us
01 1471
P•u,e2
This approval is only valid for the purposes and designs that you described in your'.
application and subsequent correspondence. If you change your project, you must notify the
Division in writing and you may be required to submit a new application for a new Certification.
If the property is sold, the new owner must be given a copy of the Certifications and approval
letter and is thereby responsible for complying with all conditions. If total wetland fill for this
project (now or in the future) exceed one acre, compensatory mitigation may be required as
described in 15A NCAC 2H .0506(h). For this approval to be valid, you must follow the
conditions listed in the attached Certifications and the additional conditions listed below:
Deed notifications or similar mechanisms shall be placed on all lots with remaining jurisdictional
wetlands and waters or areas within 50 feet of all streams and ponds. These mechanisms shall be
put in place within 30 days of the date of this letter of the issuance of the 404 Permit, whichever
is later. A sample deed notification can be downloaded from the 401/Wetlands Unit web site at
http://h20.enr.state.nc.us/ncwetlands.
2. As-built plans and the attached Certificate of Completion (COC) must be submitted to the
Division upon final construction of the subject impacts.
3. We understand that you have chosen to contribute to the NC Wetlands Restoration Program in
order to compensate for the stream impacts. In accordance with 15A NCAC 2R .0402 and 15A
NCAC 2B .0242(7), this contribution will satisfy our compensatory mitigation requirements
under 15A NCAC 2H .0506(h) and 15A NCAC 2B .0233(10). Until the Wetlands Restoration
Program (WRP) receives and clears your check (made payable to: DENR - Wetlands
Restoration Program), stream impacts (including fill) shall not occur. You may contact the
WRP directly at [phone] should you have any questions regarding their program. You
have thirty (30) days from the date of this Certification to make this payment.
For accounting purposes, this Certification authorizes the fill of 320 linear feet of streams in
the New River and sub-basin; therefore, 320 feet of stream mitigation is required. Please be
aware that the Wetlands Restoration Program requires rounding of stream impacts to the
nearest foot, per 15A NCAC 2R.0503(b).
If you do not accept any of the conditions of this Certification, you may ask for an
adjudicatory hearing. You must act within 60 days from the date of receipt of this letter. To
request a hearing, send a written petition that conforms to Chapter 150B of the North Carolina
General Statutes to the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh,
NC 27699-6714. This Certification and its conditions are final and binding unless you request a
hearing.
01 1471
Page 3
This letter completes the review of DWQ Project #01 1471 by the Division of Water
Quality under Section 401 of the Clean Water Act. If you have any questions, please contact
Mrs. Jennifer Frye at 336-771-4600, ext. 275 or Mrs. Cyndi Karoly at 919-733-9721.
Sincerely,
Gregory J. Thorpe, Ph.D.
Acting Director, Division of Water Quality
Attachments: GC # 3287 (6/l/00), COC, Mitigation Summary Sheet
cc: Chris Huysman, WNRC, Inc., PO Box 224, 11 S. College Ave., Suite 206, Newton. NC 28658
Todd Tugwell, Raleigh Regulatory Field Office, USACE
Wetlands/401 Unit Central Office
Central Files
WSRO
Division of Water Quality
October 18, 2001
CERTIFIED MAIL: 7099 3400 0006 9313 6178
Return Receipt Requested
Mr. Donnie Johnson, Superintendent
Ashe County Board of Education
PO Box 604
Jefferson, NC 28640
SUBJECT: APPROVAL of 401 Water Quality Certification with Additional Conditions
Ashe County Elementary School
DWQ Project # 01 1471
Ashe County
Dear Mr. Johnson:
You have our approval, in accordance with the attached conditions (WQC #3287) and the
conditions listed below, to discharge fill into 320 linear feet of an unnamed tributary to South
Beaver Creek, Class C Tr+ Waters, New River Basin for the purpose of constructing the Ashe
County Elementary School. The activity must be conducted as indicated in your application,
additional correspondence and as depicted on the Revised Grading, Drainage and Erosion
Control Plan (revised October 5, 2001) by Howell Associates Architects.
This approval is only for the impacts listed above and for the activities that you described
in your application received by the Division on October 9, 2001, and the additional
correspondence received in the WSRO on September 5, 12 and October 5, 2001, respectively.
We have determined that General Water Quality Certification Number 3287 covers this fill
activity. This Certification allows you to use Nationwide Permit Number 39 when issued by the
US Army Corps of Engineers. Please keep in mind that there may be additional Federal, State
and Local regulations applicable to your project, such as the Sedimentation and Pollution Control
Act, Non-Discharge and Water Supply Watershed Regulations, whereby you may be required to
obtain permits and/or approvals prior to beginning your project. In addition, this approval will
expire when the accompanying 404 Permit expires unless otherwise specified in the General
Certification.
01 1471
Page 2
This approval is only valid for the purposes and designs that you described in your
application and subsequent correspondence. If you change your project, you must notify the
Division in writing and you may be required to submit a new application for a new Certification.
If the property is sold, the new owner must be given a copy of the Certifications and approval
letter and is thereby responsible for complying with all conditions. If total wetland fill for this
project (now or in the future) exceed one acre, compensatory mitigation may be required as
described in 15A NCAC 2H.0506(h). For this approval to be valid, you must follow the
conditions listed in the attached Certifications and the additional conditions listed below:
Deed notifications or similar mechanisms shall be placed on all lots with remaining jurisdictional
wetlands and waters or areas within 50 feet of all streams and ponds. These mechanisms shall be
put in place within 30 days of the date of this letter of the issuance of the 404 Permit, whichever
is later. A sample deed notification can be downloaded from the 401/Wetlands Unit web site at
http://h20.enr. state.nc. us/nc wet] ands.
2. As-built plans and the attached Certificate of Completion (COQ must be submitted to the
Division upon final construction of the subject impacts.
3. We understand that you have chosen to contribute to the NC Wetlands Restoration Program in
order to compensate for the stream impacts. In accordance with 15A NCAC 2R .0402 and 15A
NCAC 2B .0242(7), this contribution will satisfy our compensatory mitigation requirements
under 15A NCAC 2H.0506(h) and 15A NCAC 2B .0233(10). Until the Wetlands Restoration
Program (WRP) receives and clears your check (made payable to: DENR - Wetlands
Restoration Program), stream impacts (including fill) shall not occur. You may contact the
WRP directly at [phone] should you have any questions regarding their program. You
have thirty (30) days from the date of this Certification to make this payment.
For accounting purposes, this Certification authorizes the fill of 320 linear feet of streams in
the New River and sub-basin; therefore, 320 feet of stream mitigation is required. Please be
aware that the Wetlands Restoration Program requires rounding of stream impacts to the
nearest foot, per 15A NCAC 211.0503(b).
If you do not accept any of the conditions of this Certification, you may ask for an
adjudicatory hearing. You must act within 60 days from the date of receipt of this letter. To
request a hearing, send a written petition that conforms to Chapter 150B of the North Carolina
General Statutes to the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh,
NC 27699-6714. This Certification and its conditions are final and binding unless you request a
hearing.
01 1471
Page 3
This letter completes the review of DWQ Project #01 1471 by the Division of Water
Quality under Section 401 of the Clean Water Act. If you have any questions, please contact
Mrs. Jennifer Frye at 336-771-4600, ext. 275 or Mrs. Cyndi Karoly at 919-733-9721.
Sincerely,
Gregory J. Thorpe, Ph.D.
Acting Director, Division of Water Quality
Attachments: GC # 3287 (6/1/00), COC, Mitigation Summary Sheet
cc: Chris Huysman, WNRC, Inc., PO Box 224, 11 S. College Ave., Suite 206, Newton, NC 28658
Todd Tugwell, Raleigh Regulatory Field Office, USACE
Wetlands/401 Unit Central Office
Central Files
WSRO
NATIONWIDE PERMIT APPLICATION
WEST JEFFERSON / FLEETWOOD ELEMENTARY SCHOOL
WEST JEFFERSON, ASHE COUNTY, NC
011471
Submitted to
US Army Corps of Engineers
Raleigh Regulatory Field Office
North Carolina Division of Water Quality
Winston Salem Regional Office and
Raleigh Central Office
NC Wildlife Resources Commision
Western Peidmont Coordinator
Submitted by I .' ON`
v
WETLAND AND NATURAL RESOURCE CONSULTANTS, INC.
PO BOX 224
NEWTON, NORTH CAROLINA 28658 J??_7o
August 30,2001

r

Wetland and
Natural Resource August 28, 2001
Consultants, Inc.
? ,.s y
stir • .:,
John Thomas
US Army Corps of Engineers
6508 Falls of Neuse Road, Suite 120
Raleigh, NC 27615
-and-
John Dorney { a
NC Division of Water Quality l!
2321 Crabtree Blvd.
Raleigh, NC 27604
Re: Nationwide 39 Application w? {
Ashe County Elementary School Permit Proposal
Mr. Thomas and Mr. Dorney,
Enclosed are the permit application, associated maps, and site plans for the
proposed Ashe County Elementary School in West Jefferson. The Ashe County
School Board has determined that a new elementary school is needed to serve
the residents of their county, as the current elementary school poses safety and
environmental risks to its students and faculty due to its old age. Revisions or
expansions are not economically feasible, and would require the closing of the
school at the expense of the students' educational needs.
The approximately 32-acre site chosen for the school is centrally located within
the county and its center of population to minimize unequal bussing times. Its
location off Highway 221 will allow for easy access for busses, as well as
municipal water and sewer lines. Other nearby sites had steeper grades, higher
quality streams, or were not available for sale at a reasonable price.
' There are two perennial channels on this site (Channel 400 and Channel 100),
with two braids (Channels 200 and 300) near,the confluence of the channels at
the southeast corner of the site. These channels are unnamed tributaries to
' South Beaver Creek. One wetland area (Wetland 100) starts at the confluence,
spans the two braids, and ends about 300 feet upstream of the southern channel.
Newton Office Waynesville Office
11 South College Ave. Sulte 203 82 poplar Street
' PO Box 224 PO Box 553
Newton, NC 28658 Hazelwood, NC 28738
828-465 -3035 828,.454,5033
' 828.465-w3050 Fax [phone]+5033 Fax
wnrlnc@aol•com [e-mail]

J

Further upstream of this channel is another wetland (Wetland 200) near the
confluence of two underground portions of this channel. Two small wetland
polygons (Wetlands 1100 and 1200) are also located along the channel in
between the aforementioned wetland areas.
The school design is of a maximum use, single story structure that minimizes
costs, while meeting State standards for fire safety and handicap access. Other
considerations in designing the site are NC DOT restrictions and Department of
Public Instruction guidelines calling for close proximity of playgrounds and
recreation fields. The proposed site plan is the last of many revisions. This last
revision avoids all impacts to high quality streams and wetlands. There will be
approximately 320 linear feet of piping/fill impact to low quality streams and linear
wetlands within the NC DOT right-of-way. Approximately 12% of the site will be
impervious cover.
We are requesting payment into the NC Wetlands Restoration Program for
mitigation of these impacts.
Sincerely,
L
' Chris Huysman
Cc: Larry Green
Howell and Associates
756 West King Street
' Boone, NC 28607
Donnie Johnson
' Ashe County Board of Education
PO Box 604
Jefferson, NC 28640
1

Ron Linville
Wildlife Resources Commission
3855 Idlewild Road
Kernersville, NC 27284
Jennifer Frye
Winston Salem / DENR
585 Waughtown Street
Winston Salem, NC 27107

1
1
1

Wetland and
Natural ,Resource
Consultants, Inc.
Department of the Army
Wilmington District, Corps of Engineers
Attn; G. Wayne Wrl4ht, Chlef. Regulatory Division
P.O. BOX.1890
Wilmington, North Carolina 28402-1890
NC Division of Water Quality
Attn: John DomeY
4401 Reedy Creek Drive
Raleigh, North. Carolina 27614
I, the curTZn Iapdo +' of the property identified below, hen?y.alAhorize Wetland and
Natural Resourp ConwAants, Inc: to as on my behalf as my'ageM d,gfth9 the
Proc es Inq of rmlts oarnpactied Wetlands and Waters of the U.S tti$t are regulated
by the ;Gear1 W>Ct and the Rivers and Harbors Act.
Federal.and qi%(*source ents are authorized to be on said property when accompanied by
Weiland Consultants; Inc. staff.
weganG and Natiural. Resource Consultants, Inc. is authorized to proylde, supplemental
Information, deeded for. permit processing at the request of the Corps or DWQ.
Property Owner of Remold: Rshe 6,?2nf.i (cm d df ?c?yca?)o n
Address: P-6 ---coy ? o ; .
Fe Tfer SZ n ? N -? q-8
Phone NurM*... -Y3 (A af-?
Property Lo?a*: (^`re r, r' ?crJc? Iw. ciC Rw ??. S (yw y {P 3 i
, c ef?a-ts•. TR•4;e N? ,? (S izr ra Fi ..-.?-?1 (. ? -.2-0
Owners SiQnatuM p(? ; s
Date: -0 1 (2. e-f •.
' { .S e(:rccN? rlerors tfi..? 2j1 Pr, A S-tkjC4 are0. . og
NoWm Ofte
College Ave, Suite @SWl?9 OI?IOCB
PO BOX 224 :203 82 Poplar Sheet
Newton, NC 28688 PO Box 663
828-468 -3035 Hazelwood. NC 28738,
828-646863080 (-ax 828+464d-6033
828-454-8033 Fax
1 wnrlnc®aol,com wnrinc®ool.com
0

Office Use Only: Form Version April
2001
USACE Action ID No. DWQ No. 0 1147 1
If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A" rather than leaving
the space blank.
1 I. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit
' ? Section 10 Permit
® 401 Water Quality Certification
' ? Riparian or Watershed Buffer Rules
2. Nationwide, Regional or General Permit Number(s) Requested: 39
3. If this notification is solely a courtesy copy because written approval for the 401 Certification is not
required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for mitigation
of impacts (see section VIII - Mitigation), check here:
' II. Applicant Information
1. Owner/Applicant Information
Name: Donnie Johnson- Superintendent
Mailing Address: Ashe County Board of Education
PO Box 604
Jefferson, NC 28640
Telephone Number: 336-246-7175 Fax Number: 336-246-7609
E-mail Address:
' 2. Agent Information (A signed and dated copy of the Agent Authorization letter must be attached if the
Agent has signatory authority for the owner/applicant.)
' Name: Chris Huysman
Company Affiliation: Wetland and Natural Resource Consultants, Inc.
Mailing Address: P.O. Box 224
11 South College Avenue, Suite 206
' Newton, North Carolina 28658
Telephone Number: 828-312-9206 Fax Number: 828-465-3050
E-mail Address: wnrinc(@aoi.com
i

Page 1 of 1

III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local landmarks such as
towns, rivers, and roads. Also provide a detailed site plan showing property boundaries and development
plans in relation to surrounding properties. Both the vicinity map and site plan must include a scale and
north arrow. The specific footprints of all buildings, impervious surfaces, or other facilities must be
' included. If possible, the maps and plans should include the appropriate USGS Topographic Quad Map
and NRCS Soil Survey with the property boundaries outlined. Plan drawings, or other maps may be
included at the applicant's discretion, so long as the property is clearly defined. For administrative and
' distribution purposes, the USACE requires information to be submitted on sheets no larger than 11 by 17-
inch format; however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are reduced to a
' small scale such that the final version is illegible, the applicant will be informed that the project has been
placed on hold until decipherable maps are provided.
1. Name of project: Ashe County Elementary School
' 2. T.I.P. Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PfN):
' 4. Location
County: Ashe Nearest Town: West Jefferson
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers, landmarks, etc.): between Hwy 221 and SRI 143, -2 miles
' south of 221/163 intersection, across from DOT site on 221
5. Site coordinates, if available (UTM or Lat/Long): 36 21 52.9N 81 30 19.5W
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
' coordinates for each crossing of a distinct waterbody.)
Describe the existing land use or condition of the site at the time of this application: agriculture;
wooded
6. Property size (acres): 32.371 acres
' 7. Nearest body of water (stream/river/sound/ocean/lake): S. Beaver Creek
8. River Basin: New
Describe the purpose of the proposed work: to build new elementary school
' List the type of equipment to be used to construct the project: typical land grading equipment
Describe the land use in the vicinity of this project: agriculture, livestock
' IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this project
(including all prior phases of the same subdivision) in the past, please explain. Include the USACE
' Action ID Number, DWQ Project Number, application date, and date permits and certifications were
issued or withdrawn. Provide photocopies of previously issued permits, certifications or other useful
information. Describe previously approved wetland, stream and buffer impacts, along with associated
mitigation (where applicable). If this is a NCDOT project, list and describe permits issued for prior
segments of the same T.I.P. project, along with construction schedules. N/A
' V. Future Project Plans
Are any additional permit requests anticipated for this project in the future? If so, describe the anticipated
work, and provide justification for the exclusion of this work from the current application: None
' anticipated
VI. Proposed Impacts to Waters of the United States/Waters of the State
' It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to wetlands,
open water, and stream channels associated with the project. The applicant must also provide justification
' Page 2 of 2

' for these impacts in Section VII below. All proposed imPacts> Permanent and temporary, must be listed
herein, and must be clearly identifiable on an accompanying site plan. All wetlands and waters, and all
streams (intermittent and perennial) must be shown on a delineation map, whether or not impacts are
proposed to these systems. Wetland and stream evaluation and delineation forms should be included as
appropriate. Photographs may be included at the applicant's discretion. If this proposed impact is strictly
' for wetland or stream mitigation, list and describe the impact in Section VIII below. If additional space is
needed for listing or description, please attach a separate sheet.
1. Wetland Impacts

Wetland Impact
Site Number
(indicate on
ma)
Type of
Impact*
Area of

acres)
(acres) Located within
100-year
Floodplain**
(es/no) Distance to
Nearest
Stream
(linear feet)
***
Type of Wetland

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to:
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams, separately list
impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood
Insurance Rate Maps (FIRM), or FEMA-approved local floodplain maps. Maps are available through the
FEMA Map Service Center at 1-800-358-9616, or online at http://www.fema.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested
' wetland, beaver pond, Carolina Bay, bog, etc.)
List the total acreage (estimated) of existing wetlands on the property: 0.9 acres
' Total area of wetland impact proposed: 0
2. Stream Impacts, including all intermittent and perennial streams

Stream Impact
Site Number
(indicate on
map)
Type of
Impact* Length of
Impact
(linear
feet)

Stream Name** Average
Width of
Stream
Before
Impact
Perennial or
Intermittent.
(please specify)
HWY 221 ROW Pipe/fill 240 UT to S. Beaver Crk 6-8 ft Linear wetland
HWY 221 ROW Pipe/fill 80 UT to S. Beaver Crk 24 perennial

Page 3 of 3

1

FJ

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts
and associated rip-rap, dams (separately list impacts due to both structure and flooding), relocation (include
linear feet before and after, and net loss/gain), stabilization activities (cement wall, rip-rap, crib wall, gabions,
etc.), excavation, ditching/straightening, etc. If stream relocation is proposed, plans and profiles showing the
linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed
tributary) to the nearest downstream named stream into which it flows. USGS maps are available through the
USGS at 1-800-358-9616, or online at www.usgs.gov. Several Internet sites also allow direct download and
printing of USGS maps (e.g., www.topozone.com, www.mapguest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 320 LF
3. Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any other Water
of the U.S.
Open Water

Impact
Site Number
(indicate on ma)

*
Type of Impact
Area of

Impact
(acres)

Name of Waterbody
(if applicable)
Type of Waterbody

(lake, pond, estuary,
sound, bay, ocean, etc.)

List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill,
excavation, dredging, flooding, drainage, bulkheads, etc.
4. Pond Creation
if construction of a pond is proposed, associated wetland and stream impacts should be included
above in the wetland and stream impact sections. Also, the proposed pond should be described here
and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands
Describe the method of construction (e.g., dam/embankment,
valve or spillway, etc.): N/A
Proposed use or purpose of pond (e.g., livestock watering,
stormwater requirement, etc.): N/A
? stream ? wetlands
excavation, installation of draw-down
irrigation, aesthetic, trout pond, local
Size of watershed draining to pond: N/A Expected pond surface area: N/A
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and financial
viability of the project. The applicant may attach drawings of alternative, lower-impact site layouts, and
explain why these design options were not feasible. Also discuss how impacts were minimized once the
desired site plan was developed. If applicable, discuss construction techniques to be followed during
construction to reduce impacts.
See attached narratives
Page 4 of 4

VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC Division of
Water Quality for projects involving greater than or equal to one acre of impacts to freshwater wetlands
' or greater than or equal to 150 linear feet of total impacts to perennial streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide Permits,
published in the Federal Register on March 9, 2000, mitigation will be required when necessary to ensure
that adverse effects to the aquatic environment are minimal. Factors including size and type of proposed
impact and function and relative value of the impacted aquatic resource will be considered in determining
acceptability of appropriate and practicable mitigation as proposed. Examples of mitigation that may be
' appropriate and practicable include, but are not limited to: reducing the size of the project; establishing
and maintaining wetland and/or upland vegetated buffers to protect open waters such as streams; and
replacing losses of aquatic resource functions and values by creating, restoring, enhancing, or preserving
' similar functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order for
USACE or DWQ to consider the application complete for processing. Any application lacking a required
mitigation plan or NCWRP concurrence shall be placed on hold as incomplete. An applicant may also
choose to review the current guidelines for stream restoration in DWQ's Draft Technical Guide for
Stream Work in North Carolina, available at http://h2o.enr.state.nc.us/ncwetlands/strmgide.htmi.
1. Provide a brief description of the proposed mitigation plan. The description should provide as much
information as possible, including, but not limited to: site location (attach directions and/or map, if
offsite), affected stream and river basin, type and amount (acreageilinear feet) of mitigation proposed
(restoration, enhancement, creation, or preservation), a plan view, preservation mechanism (e.g., deed
restrictions, conservation easement, etc.), and a description of the current site conditions and proposed
' method of construction. Please attach a separate sheet if more space is needed.
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration Program
' (NCWRP) with the NCWRP's written agreement. Check the box indicating that you would like to
pay into the NCWRP. Please note that payment into the NCWRP must be reviewed and approved
before it can be used to satisfy mitigation requirements. Applicants will be notified early in the
review process by the 401/Wetlands Unit if payment into the NCWRP is available as an option. For
additional information regarding the application process for the NCWRP, check the NCWRP website
at http://h2o.enr.state.nc.us/wry/index.htm. If use of the NCWRP is proposed, please check the
appropriate box on page three and provide the following information:
' Amount of stream mitigation requested (linear feet): 320
Amount of buffer mitigation requested (square feet): 0
Amount of Riparian wetland mitigation requested (acres): 0
Amount of Non-riparian wetland mitigation requested (acres): 0
' Amount of Coastal wetland mitigation requested (acres): 0
IX. Environmental Documentation (DWQ Only)
' Does the project involve an expenditure of public funds or the use of public (federal/state/local) land?
Yes ® No ?
If yes, does the project require preparation of an environmental document pursuant to the requirements of
the National or North Carolina Environmental Policy Act (NEPA/SEPA)? Note: If you are not sure
Page 5 of 5

1

11

l

whether a NEPA/SEPA document is required, call the SEPA coordinator at [phone] to review
current thresholds for environmental documentation.
Yes ? No
Impacts to less than 500 LF do not require an EA per discussions with DWQ Environmental
Planning in April 2001.
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a copy of
the NEPA or SEPA final approval letter.
Yes ? No
X. Proposed Impacts on Riparian and Watershed Buffers (DWQ Only)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to required state
and local buffers associated with the project. The applicant must also provide justification for these
impacts in Section VII above. All proposed impacts must be listed herein, and must be clearly
identifiable on the accompanying site plan. All buffers must be shown on a map, whether or not impacts
are proposed to the buffers. Correspondence from the DWQ Regional Office may be included as
appropriate. Photographs may also be included at the applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233 (Meuse), 15A
NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and Water Supply Buffer
Requirements), or other (please identify ?
Yes ? No ® If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer mitigation is
required calculate the required amount of mitigation by applying the buffer multipliers.
Zone* Impact
(square feet) Multiplier Required
Mitigation
1 3
2 1.5
Total
* Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation of
Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or Payment
into the Riparian Buffer Restoration Fund). Please attach all appropriate information as identified within
15A NCAC 2B.0242 or.0260.: N/A
XI. Stormwater (DWQ Only)
Describe impervious acreage (both existing and proposed) versus total acreage on the site. Discuss
stormwater controls proposed in order to protect surface waters and wetlands downstream from the
property:
XII. Sewage Disposal (DWQ Only)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of wastewater
generated from the proposed project, or available capacity of the subject facility:
' XIII. Violations (DWQ Only)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
I Page 6 of 6
1
r
Yes ? No
Is this an after-the-fact permit application?
Yes ? No
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired construction
dates to allow processing time for these permits. However, an applicant may choose to list constraints
associated with construction or sequencing that may impose limits on work schedules (e.g., draw-down
r schedules for lakes, dates associated with Endangered and Threatened Species, accessibility problems, or
other issues outside of the applicant's control):

Apf`plicant/Agent's Signature
' (Agent's signature is valid only if an

t

1

Date
letter from the applicant is provided.)
Page 7 of 7

1

t

Ashe County Board of Education
Fleetwood Elementary School
West Jefferson, Ashe County, North Carolina
Ashe County School Permit Narratives
August 28, 2001
Site Description:
The proposed 32 acre site for the new Ashe County Elementary School is located off
Highway 221, about 2 miles south of West Jefferson. It is adjacent to the curve in
Clarence Lyall Rd (SR 1143). The elevation ranges from 3,240' to 3,360'.
Approximately one-third of the site is field (Tract 1 on wetland map), while the remaining
two-thirds is forested (Tract 2 on wetland map). The canopy trees are 35-50 years of
age and consist mainly of tulip poplar (Liriodendron tulipifera), black cherry (Prunus
serotina), white pine (Pinus strobus), white oak (Quercus alba), red oak (Quercus rubra),
gray birch (Betula populifolia), sweetgum (Liquidamber styraciflua), and hickory (Carya
ovata). There is evidence of previous homesites along one of the creeks.
One stream runs from the north-central point of the property to the northeastern corner
within and adjacent to a North Carolina Department of Transportation (DOT) right of
way. This channel/ wetland seep is somewhat incised in areas; however, it is a good
quality stream within the more maturely forested portions of the property. Another
stream from the southwest corner of the property joins it at the northeastern corner.
Limited portions of this channel are very deeply incised, with banks up to four feet deep.
The downstream portions of this channel, in and adjacent to the large on-site wetlands,
are high quality. The upper part of this stream runs underground. There are two short
branches paralleling this second stream in the northeastern corner as well. These
streams are unnamed tributaries to South Beaver Creek, which is part of the New River
Basin. All of the channels support aquatic life. See attached wetland map for locations
of streams and wetlands.
A wetland area is located from the confluence of these streams to about 300' up the
second stream. It spans the three parallel branches. The wetland area contains mostly
skunk cabbage (Symplocarpus foetidus), white hellebore (Veratrum viridae), jewelweed
(Impatiens capensis), cinnamon fem (Osmunda cinnamomea), spicebush (Lindera
benzoin), silky dogwood (Comas amomum), and red maple (Acer rubrum). The wetland
area is not inundated; however, the water table is between 0 and 6 inches below the
surface.
' A much smaller wetland area, comprised of the same species, is located on the second
stream near its jurisdictional boundaries. The area is not inundated, but the water is
right at the surface.
Both wetland areas consist of Toxaway loam soils. This soil type is of the mesic
Cumulic Humaquept taxonomic subgroup and is very poorly drained. The upland
forested area contains Tusquitee loam on 8-15% slopes. This well-drained loam is of the
mesic Umbric Dystrochrept subgroup. The field area has Watauga loam with 15-25%
slopes. These well-drained micaceous soils are of the mesic Typic Hapludult subgroup.
1

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Name: TODD
Date: 4/23/101
Scale: 1 inch equals 2000 feet
Location: 036° 21' 13.3" N 081 ° 30'47.3" W
Caption: Ashe Co School
(C) 1997, Weptech, Inc.
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Delineation Performed by: Wetland and Natural Resource Consultants, Inc.
Post Office Box 224
Newton, NC 28658
Phone: [phone] Fax: [phone]
WETLAND DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlan ds Delineation Manual)
' Project/Site: Ashe Co Elementary School Date: 5/11
Applicant/Owner: Duane Coen/ Ashe County County: Ashe County
Investigator: Chris Huysman and C. Michel le Brown State: North Carolina

Do normal circumstances exist on the site. Yes Community ID: Wetland
Is the site significantly disturbed? No
(Atypical situation) Transit ID:
Is the area a potential problem area? No Plot ID:
(If needed, explain on reverse.)

VEGETATION
1. Acer rubrum tree FAC 9.
2. Comus amomum shrub FACW+ 10.
3. Lindera benzoin shrub FACW 11.
4. Osmunda cinnam. fern FACW+ 12.
5. Impatiens capensis herb FACW 13.
6. Symplocarpus foet herb OBL 14.
7. 15.
8. 16.

' Percent of dominant species that are OBL, FACW or FAC (excluding FAC-): 100 %
Remarks:

HYDROLOGY
Recorded Data (describe in remarks) Wetland Hydrology Indicators:
Stream, Lake or Tide Gauge Primary Indicators:
Aerial Photographs Inundated
Other X Saturated in Upper 12 Inches
X_ No Recorded Data Available X Water Marks
Drift Lines
Field Observations: X Sediment Deposits
X Drainage Patterns in Wetlands
Depth of Surface Water: -0_ (in.) Secondary indicators: (2 or more required)
X_ Oxidized Root Channels in
Depth to Free Water in Pit: _ 0-6_ (in.) Upper 12 Inches
X Water-Stained Leaves
Depth to Saturated Soil: _0 (in.) Local Soil Survey Data
X FAC Neutral Test
Other (explain in remarks)
Remarks:

Wl-data.frm/HH-1004
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SOILS
Map Unit Name Toxaway loam
(Series and Phase):
Taxonomy (Subgroup):
Drainage Class: poorly/ very poorly drained
Field Observations:
Confirm Mapped Type? Ashe
County Soil Survey
Profile Description
Depth Matrix Color Mottle Colors Mottle Texture. Concretions,
(ice) Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure etc.
0-12 Ap 10YR 311 loam.
12-15 Al 10YR 3/1 loam
25-32 Cgl 10YR 4/2 loam
Hydric Soil Indicators:

Histosol
Histic Epipedon
_X Sulfidic Odor
Aquic Moisture Regime
_X Reducing Conditions
_X Gleyed or Low-Chroma Colors
X Concretions
High Organic Content in Surface Layer in Sandy Soil
Organic Streaking in Sandy Soils
Listed on Local Hydric Soils List "*
Listed on National Hydric Soils List
Other (explain in remarks)
Remarks:
Wetland Determination
(yes or no)
Hydrophytic Vegetation Present? YES
Wetland Hydrology Present? YES
Hydric Soils Present? YES
Is This Sampling Point Within a Wetland? YES
Remarks:
WLdata.frm/HH-1004

Delineation Performed by: Wetland and Natural Resource Consultants, Inc.
PO Box 224
Newton, NC 28658
Phone: [phone] Fax: [phone]
WETLAND DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: Ashe Co School Date: 3/01
Applicant/Owner: Ashe Co School County: Ashe County
Investigator: Huysman State: North Carolina
Do normal circumstances exist on the site?
Is the site significantly disturbed?
(Atypical situation)
Is the area a potential problem area ?
(if needed, explain on reverse.)
VEGETATION
1. Lonicera japonica vine FAC-
2. Betula alleg.. tree FACU+
3. Liquid. styraciflua tree FAC+
4. Rosa multifora shrub UPL
5. Quercus alba tree FACu
6. Caraya spp tree FACU-
7. Rubus spp. shrub FACU
8. Acer rubrum tree FAC
Yes Community ID: Non-Wetland
No Transit ID:
No Plot ID:
9. Corpus florida shrub FACU
10. Juniperus virginiane shrub UPL
11.
12.
13.
14.
15.
16.
Percent of dominant species that are OBL, FACW or FAC (excluding FAC-): 50 %
Remarks:
' HYDROLOGY
Recorded Data (describe in remarks)
Stream, Lake or Tide Gauge
' Aerial Photographs
Other
No Recorded Data Available
Field Observations:
Depth of Surface Water: -none- (in.)
Depth to Free Water in Pit: (in.)
Depth to Saturated Soil: (in.)
Remarks:
Wetland Hvdroloov Indicators:
Primarv Indicators
Inundated
Saturated in Upper 12 Inches
Water Marks
Drift Lines
Sediment Deposits
Drainage Patterns in Wetlands
Secondary Indicators: (2 or more required)
Oxidized Root Channels in
Upper 12 Inches
Water-Stained Leaves
Local Soil Survey Data
FAC Neutral Test
Other (explain in remarks)
WLdata.frmCMC-1000
1
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SOILS
Map Unit Name
(Series and Phase
Taxonomy (Subgroup):
Project # CIVIC- 1000
Drainage Class
Field Observations:
Confirm Mapped Type?
Profile Description:
Depth Matrix Color Mottle Colors Mottle Texture. Concretions,
(ins.) Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure etc.
0-9 Ap 10YR 5/4 few 2.5YR 4/4 loam
9-20 C1 10YR 4/4 loam
Hydric Soil Indicators
Histosol Concretions
Histic Epipedon High Organic Content in Surface Layer in Sandy Soil
Sulfidic Odor Organic Streaking in Sandy Soils
Aquic Moisture Regime Listed on Local Hydric Soils List **
Reducing Conditions Listed on National Hydric Soils List
Gleyed or Low-Chroma Colors Other (explain in remarks)
Remarks:
Wetland Determination
(yes or no)
Hydrophytic Vegetation Present? NO
Wetland Hydrology Present? NO
Hydric Soils Present? NO
Is This Sampling Point Within a Wetland? NO
Remarks:
WLdataAmCMC-1000
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Ashe County Board of Education
' Fleetwood Elementary School
West Jefferson, Ashe County, North Carolina
Ashe County School Permit Narratives
' August 28, 2001
Impact Summary:
' The Ashe County Board of Education proposes to develop the Fleetwood Elementary
School on approximately 32 acres west of West Jefferson. The site is located off of
Highway 221 and is approximately illustrated on the attached Site Vicinity Map (USGS
' Topographical Quadrangle).. Regulated Water of the US, including wetlands, are
illustrated on the attached Wetland Map.
' Site development will require impacts to 240 feet of linear wetlands that have a width of
approximately 8 feet. Impacts are located within and immediately downstream of a
semi-regularly maintained (mowed / bush-hogged) NC Department of Transportation
' right-of-way. These pipe and fill impacts are to the least valuable wetlands located on
the tract and total 0.04 acres. It is anticipated that the NC Division of Water Quality will
account for these impacts as channels. The mitigation proposal accounts for impacts to
"channels" in anticipation of the Division's likely determination. See attached Impact
' Map.
An additional 85 linear feet of channels will be impacts by the proposed development.
' The channel impacts are immediately downstream of the above referenced linear
feature. In combination, these impacts total 320 linear feet. These impacts are required
for the placement of pipe and outlet protection at a proposed plunge-pool (velocity
' dissipater). Approximately 65 linear feet of channel will be piped and approximately 20
linear feet will be excavated for the purpose of constructing the pool. The pool outlet will
match the existing grade of the channel.
' Ground water is the primary hydrologic source for both the features; however, significant
amounts of storm water enter the site from the DOT right-of-way. Aquatic life is present
' in the channel.
The site has an approved Sediment and Erosion Control Plan. Site grading and storm
drainage calculation were included in the plan. Impervious area is projected to be less
' than 12%. The Division of Water Quality indicated that additional storm water control
would not be likely because impervious area does not exceed 30%. The site will
ultimately comply with the Outstanding Resource Waters storm water management
' strategies.
A conditional approval is anticipated. We expect that the Division will need to 1) verify
' the use of the Wetland Restoration Program (Mitigation Proposal), 2) verify compliance
with the storm water strategies, and 3) review and approve the plunge pool design. We
additionally request that the Division waive mitigation for the open water created by the
plunge pool; if so granted, impacts will be reduces to 365 linear feet.

11

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PL5 No. L-3094 EST JEFFERSON/FLEETWOOD DIMG ?f-A 31D - _ =
._ LEMENTARY SCHOOL E.,? 60 ??'? ''/ ? ?? ?i ?/ •?,? f ? v v Av _MrrLw? ? `.,? . i I I I I ? O , , '", ? ? I ? 1 i / S - ' -'?,_? ? i
?ASHE COUNTY, NORTH CAROLINA
,
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HOWELL ASSOCIATES ARCHITECTS 3310 -P, \J -- . ; ? ji / !•
BOONE, NORTH CAROLINA
REVISION D 17,2001
ATE _ AUGUST

Ashe County Board of Education
Fleetwood Elementary School
West Jefferson, Ashe County, North Carolina
' Ashe County School Permit Narratives
August 28, 2001
Needs Statement:
' The Ashe County School Board has determined that a new elementary school is
needed. This determination is based primarily on the dilapidated state of the current
elementary school. The current elementary school poses safety and environmental risks
to its students due to its age.. This school cannot be expanded or rebuilt in an
economically feasible manner. Additionally, the school would need to be closed during
any construction. Even if another place could be found to school the children during this
time, their learning would be greatly disrupted.
This elementary school will be retrofitted to accommodate special needs students and
house the Ashe County Board of Education.

n

7
Ashe County Board of Education
Fleetwood Elementary School
West Jefferson, Ashe County, North Carolina

Ashe County School Permit Narratives
August 28, 2001
' Off-Site Alternatives Analysis:
Alternative sites were considered for the building of the school. This site was chosen
because it is the most centrally located, which will allow for the most economical and
' time efficient bussing. As the site is on Highway 221, all water, sewer, and electrical
infrastructure will be easily accessible. Other sites had steeper topography, more
valuable streams, or were not for sale at a reasonable price.
' For the school to be strategically, practicably, and economically constructed it would
need to be located on the Highway 221 corridor between West Jefferson and Clarence
' Lyall Road (NCSR 1143). Locating the school along the corridor ensures fair bussing
times for the student body and does not create a disparity for the enrolled student body.
The selected site does not traverse the ridge located near Clarence Lyall Road, this
allows for the site to be served by gravity sanitary sewer and potable water. Sanitary
' sewer is available to serve the site; it is in the vicinity of Beaver Creek, which is located
approximately 0.5 miles from the site.
The site, at its proposed location, will be fully supported by municipal facilities and will
not need it own support infrastructure such as water and sewer.

1

Ashe County Board of Education
Fleetwood Elementary School
West Jefferson, Ashe County, North Carolina
Ashe County School Permit Narratives
August 28, 2001
On-Site Alternatives Analysis (Avoidance and Minimization)
Other designs were also considered. The selected design utilizes a single floor layout
that maximizes use and minimizes costs. It is also the most cost effective design that
meets state standards relating to fire safety and handicap access.
The overall design and layout of the school and its attendant road access, parking, and
recreational fields is the most consolidated design that will fit the property.
Alternate site layouts were considered once it was determined that the proposed
structures were the most economical and efficient structures that suited the projected
growth in the student body and complied with other state mandates. The Department of
Public Instruction (DPI) determines the spatial and dimensional placement of proposed
structures and support facilities. Support facilities include parking areas and
recreational fields. The facilities presented within are expected to meet these mandates.
Avoidance and Minimization Analysis
The positioning and design of the school, its road entrance, and its fields have
undergone major revisions in order to lessen the impacts to the streams and wetland
' areas. Only one revision resulted in a layout that was suitable for the intended purpose.
This revision has successfully reduced impacts and focused impacts to the lowest
quality wetlands and channels represented on the site. The latest revision has removed
all impacts from wetland acreage and the lower streams. In order to meet DOT and other
state requirements, further revisions to decrease impacts even more are not possible.
The site layout includes the steepest grades allowed in order to minimize impacts.
' A comparison of these designs demonstrates avoidance and minimization efforts that
have been considered. Consideration of these alternate site development plans is
directly attributed to discussions that the applicant has had with the NC Division of Water
' Quality. Specifically, representatives of the applicant met with DWQ personnel in a pre-
application meeting held onsite. Other representatives met with the US Army Corps of
Engineers.
' Spatial, dimensional and construction limitations were considered to the greatest extent
possible during the site layout. NC DOT has granted limited access to the site from
Highway 221. DOT will allow access only at the location illustrated. Property boundaries
' limit the relocation of the school to the south and west. The DPI requires low-grade
slopes across school sites and close proximity for out-side recreational facilities. This
latest design incorporates playground areas immediately adjacent to the classrooms.

WEST JEFFERSON/FLEETWOOD
ELEMENTARY SCHOOL
' ASHE COUNTY, NORTH CAROLINA
' Howell Associates Architects
Boone, North Carolina
' August 20, 2001
SITE PLAN DATED APRIL 12, 2001
1. Wetland impact was not considered in order to achieve efficient use of the
site's size, shape, and topography.
2. Earth excavation and earth fill has been balanced in order to eliminate
' costly offsite earthmoving activities.
3. Adequate outdoor areas such as playgrounds, physical education, athletic
and recreation spaces have been provided.
4. Access to school site is adequate to handle peak load traffic at beginning
and end of school.
5. Separate drive for buses has been provided.
SITE PLAN DATED JUNE 199 2001
' 1. Building has been relocated to face US Highway 221 and parking areas,
recreation and athletic fields have been relocated to minimize earth cut
'
2. and earth fill in wetland areas.
Earth cut and earth fill do not balance. Approximately 550,000 cubic yards
of earth will have to be disposed of off site resulting in massive and costly
earthmoving activities.
' 3. Outdoor areas such as playground and physical education spaces are not
adequate.
4. Access to school site is adequate to handle peak load traffic at beginning
and end of school.
5. Separate drive for buses could not be provided.

SITE PLAN DATED AUGUST 03, 2001
' 1. An attempt to balance the earth cut and earth fill was made by raising the
finish floor elevation of the building 12 feet, by minimizing earth excavation
on DOT's right of way, and by adding a baseball field.
' 2. Wetland impact is somewhat greater than the Site Plan dated June 19,
2001.

1

3. Earth cut and earth fill do not balance. Approximately 220,000 cubic yards
of earth will have to be disposed off site resulting in massive and costly
earthmoving activities.
4. Sight lines at the intersection of the drive with US Highway 221 (looking
west) are not adequate as a result of minimizing earth excavation on
DOT's right of way.
5. Outdoor areas such as playground and physical education spaces are not
adequate.
6. Access to school site is adequate to handle peak load traffic at beginning
and end of school.
7. Separate drive for buses could not be provided.
SITE PLAN DATED AUGUST 17, 2001
1. Earth excavation has been increased on DOT's right of way to improve the
sight lines at the intersection of the drive with US Highway 221.
2. Earth fill has been increased on DOT's right of way to help balance the
earth cut and earth fill.
3. Recreation/athletic field was rotated approximately 35 degrees in order to
allow space for a playground area and to increase the amount of earth fill
in the recreation/athletic field area.
4. Finish elevation of the west end of the staff parking area was raised 10
feet in order to reduce the amount of earth cut.
5. With the exception of the underground pipe that extends from the existing
culvert across DOT's right of way onto the school's property, wetland
impact has been minimized.
6. Adequate outdoor areas such as playgrounds, physical education, athletic
and recreation spaces have been provided.
7. Access to school site is adequate to handle peak load traffic at beginning
and end of school.
8. Separate drive for buses has not been provided; however, separation has
been improved.

IL 1)

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-?-D15 No. L-3094
,
EST JEFFERSON/FLEETWOOD
LEMENTARY SCHOOL
ASHE COUNTY, NORTH CAROLINA
I ,
OOWELL ASSOCIATES ARCHITECTS
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PAGE
1.
2.
3.
e.

0
1

Ashe County Board of Education
Fleetwood Elementary School
West Jefferson, Ashe County, North Carolina
Ashe County School Permit Narratives
August 28, 2001
Mitigation
The proposed site plan results in impacts to 80 linear feet of biologically important
channel and 240 linear feet of linear seep/wetland. For the purpose of the Division of
Water Quality's accounting, all impacts are assessed to be to channels. The Corps has
assessed the 240 linear feet of impacts to be to un-important linear wetlands.
On-Site Mitigation
Channels and wetlands not impacted by the proposed action will be protected through
permanent deed restrictions that will preclude these areas from future impacts. The
channels are relatively intact and cannot be greatly improved. These channels do not
require any restorative actions.
Channels totaling over 1,200 linear feet will be protected by the preservation document.
The deed restriction will follow the NC DWQ's recommended format.
Off-Site Mitigation
Off-site mitigation on school owned property is not available. Two sites were evaluated
and neither was acceptable because of conflicts with property boundaries or existing
infrastructure. These potential sites included streams located at the high school and
another elementary school. Restoration at the high school site appeared to conflict with
athletic fields and at the elementary school there was a potential conflict with the septic
system and property boundaries.
NC Wetland Restoration Program
The school proposes to mitigate the approved impacts through payment into the NC
Wetland Restoration Program. This payment is anticipated to be more cost effective and
timely.
Based on our experience it would cost between $75 and $80 per linear foot to design
and monitor channel restoration on this order channel. These costs are conservative
because they are based on reaches in the order of 2000 linear feet. Costs may project
into the $85 to $100 per linear foot. Materials and land cost could easily double the
aforementioned cost. Costs could be projected in the $165 per linear foot range.
It is our opinion that the WRP is an appropriate use of the in lieu mitigation fee based on
the lack of reasonably (located on school property) and practicably (economically best
choice) available mitigation.

i
i
NATIONWIDE PERMIT APPLICATION
WEST JEFFERSON / FLEETWOOD ELEMENTARY SCHOOL
WEST JEFFERSON, ASHE COUNTY, NC
Submitted to
US Army Corps of Engineers
Raleigh Regulatory Field Office
North Carolina Division of Water Quality
Winston Salem Regional Office and
Raleigh Central Office
NC Wildlife Resources Commision
Western Peidmont Coordinator
Submitted by
WETLAND AND NATURAL RESOURCE CONSULTANTS, INC.
PO BOX 224
NEWTON, NORTH CAROLINA 28658
August 30,2001
()1 147 1
V
I

Wetland and
Natural Resource August 28, 2001
Consultants, Inc.
John Thomas
US Army Corps of Engineers
6508 Falls of Neuse Road, Suite 120
Raleigh, NC 27615
-and-
John Dorney
NC Division of Water Quality
2321 Crabtree Blvd.
Raleigh, NC 27604
Re: Nationwide 39 Application
Ashe County Elementary School Permit Proposal
Mr. Thomas and Mr. Dorney,

Enclosed are the permit application, associated maps, and site plans for the
proposed Ashe County Elementary School in West Jefferson. The Ashe County
School Board has determined that a new elementary school is needed to serve
the residents of their county, as the current elementary school poses safety and
environmental risks to its students and faculty due to its old age. Revisions or
expansions are not economically feasible, and would require the closing of the
school at the expense of the students' educational needs.
The approximately 32-acre site chosen for the school is centrally located within
the county and its center of population to minimize unequal bussing times. Its
location off Highway 221 will allow for easy access for busses, as well as
municipal water and sewer lines. Other nearby sites had steeper grades, higher
quality streams, or were not available for sale at a reasonable price.

'I
There are two perennial channels on this site (Channel 400 and Channel 100),
with two braids (Channels 200 and 300) near,the confluence of the channels at
the southeast corner of the site. These channels are unnamed tributaries to
South Beaver Creek. One wetland area (Wetland 100) starts at the confluence,
spans the two braids, and ends about 300 feet upstream of the southern channel.
Newton Office
11 South College Ave, Sulte 203
PO Box 224
Newton, NC 28658
828 -465 L 3035
828 -465 ? 3050 Fax
[e-mail]
Waynesville Offico
82 Poplar Street
PO Box 553
Hazelwood, NC 28738
828j-454,"5033
8284$4+5033 Fax
[e-mail]
? I ,I
1
Further upstream of this channel is another wetland (Wetland 200) near the
' confluence of two underground portions of this channel. Two small wetland
polygons (Wetlands 1100 and 1200) are also located along the channel in
between the aforementioned wetland areas.
' The school design is of a maximum use, single story structure that minimizes
costs, while meeting State standards for fire safety and handicap access. Other
considerations in designing the site are NC DOT restrictions and Department of
' Public Instruction guidelines calling for close proximity of playgrounds and
recreation fields. The proposed site plan is the last of many revisions. This last
' revision avoids all impacts to high quality streams and wetlands. There will be
approximately 320 linear feet of piping/fill impact to low quality streams and linear
wetlands within the NC DOT right-of-way. Approximately 12% of the site will be
impervious cover.
We are requesting payment into the NC Wetlands Restoration Program for
' mitigation of these impacts.
Sincerely,
1
' Chris Huysman
' Cc: Larry Green Ron Linville
Howell and Associates Wildlife Resources Commission
756 West King Street V!ville, wild Road
Boone, NC 28607 NC 272841
Donnie Johnson Jennr Frye
' Ashe County Board of Education Winston Sa R
PO Box 604 585 i bek.
Jefferson, NC 28640 Wi C 27107

r,

Wetland and
Natural ,Resource
Consultants, Inc.
Department of the Army NC Division of Water Quality
Wilmington District, Corps of Engineers Attn: John Domey
Attn: G. Wayne Wrthtr Chief. Regulatory. Division 4401 Reedy Creek Drive
P.O: Box .1890: Raleigh, North. Carolina 27814
Wilmington, North Carolina 28402-1890
i, the current lapdo*w. of the property, Identifled below, hereby aMQrize Weiland and
Natural.Re$6,uir4e CbnsUOnts, Inc. to act on my behalf as myagent,dl'Ihhg the
pr?oces5tnq ,4f AMS. mpactied Wetlands and Watersof the U.S •thot are regulated
by tha Clean War pct and the Rivers and Harbors Act.
Federal and $ ?Qenta are authorized to be on said property when accompanied.by
Wetland arc}1r,'81. Resource Consultants, Inc. staff.
Weiland and Nabiral. RESOUrce Consultants, Inc. is authorized to prW6 ,, supplemental
Information rieaded foc permit processing at the request of the Corps or DWQ.
Property Owner of Record: Rshe 4fOV,1fSj 2CAY-d of Rdyca+2o n
Address: P? x 6 0 ?4-
;j
k'
gill

r
Phone Nurr?*- 33 (? a _
Property i-ogatlon: :' , 're,•, N ??rJc? lo.. cf= Hu. 23 i S [`}w v 1 b 3 : v "
Wert e( -tom.. TPr e 14 ?, .i.11 S f?^ re,ci .. t/ I. ???•O
Owners Sinhatur o 771;
c(:recN? r?eross7 2?.? F2h,,. A St,ee( are0. og
NCO
N
rSoufh?CooUge Ave; 3641 203 92 Pop tree
PO Box 224
'. Newton, NC 28658
828 -466 - 3035
828*465+3050 Fax
' wndnc§aoi,com
PO Box 553
Hazelwwd, NC 2$73Q
828+44?88q4,-5033
midnc(?iao com?k

Office Use Only: Form Version April
2001 011471
USACE Action ID No. DWQ No.
' If any item is not applicable to this ro'ect lease enter "Not Applicable" or "N/A" rather th
an leaving
the space blank.
' 1. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit
' ? Section 10 Permit
® 401 Water Quality Certification
? Riparian or Watershed Buffer Rules
2. Nationwide Regional or General Permit Number(s) Requested: 39
3. If this notification is solely a courtesy copy because written approval for the 401 Certification is not
' required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for mitigation
of impacts (see section VIII - Mitigation), check here:
' II. Applicant Information
1. Owner/Applicant Information
Name: Donnie Johnson- Superintendent
' Mailing Address: Ashe County Board of Education
PO Box 604
Jefferson, NC 28640
' Telephone Number: 336-246-7175 Fax Number: 336-246-7609
E-mail Address:
' 2. Agent Information (A signed and dated copy of the Agent Authorization letter must be attached if the
Agent has signatory authority for the owner/applicant.)
' Name: Chris Huysman
Company Affiliation: Wetland and Natural Resource Consultants, Inc.
Mailing Address: P.O. Box 224
' 11 South College Avenue, Suite 206
Newton, North Carolina 28658
Telephone Number: 828-312-9206 Fax Number: 828-465-3050
E-mail Address: wnrinc(@aol.com
I

III. Proiect Information
Attach a vicinity map clearly showing the location of the property with respect to local landmarks such as
towns, rivers, and roads. Also provide a detailed site plan showing property boundaries and development
plans in relation to surrounding properties. Both the vicinity map and site plan must include a scale and
north arrow. The specific footprints of all buildings, impervious surfaces, or other facilities must be
included. If possible, the maps and plans should include the appropriate USGS Topographic Quad Map
and NRCS Soil Survey with the property boundaries outlined. Plan drawings, or other maps may be
included at the applicant's discretion, so long as the property is clearly defined. For administrative and
distribution purposes, the USACE requires information to be submitted on sheets no larger than 'I I by 17-
inch format; however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are reduced to a
small scale such that the final version is illegible, the applicant will be informed that the project has been
placed on hold until decipherable maps are provided.
1. Name of project: Ashe County Elementary School
2. T.I.P. Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN):
4. Location
County: Ashe Nearest Town: West Jefferson
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers, landmarks, etc.): between Hwy 221 and SRI 143, -2 miles
' south of 221/163 intersection, across from DOT site on 221
5. Site coordinates, if available (UTM or Lat/Long): 36 21 52.9N 81 30 19.5W
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
' coordinates for each crossing of a distinct waterbody.)
Describe the existing land use or condition of the site at the time of this application: agriculture;
wooded
' 6. Property size (acres): 32.371 acres
7. Nearest body of water (stream/river/sound/ocean/lake): S. Beaver Creek
8. River Basin: New
Describe the purpose of the proposed work: to build new elementary school
List the type of equipment to be used to construct the project: typical land grading equipment
Describe the land use in the vicinity of this project: agriculture, livestock
' IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this project;
(including all prior phases of the same subdivision) in the past, please explain. Include the USACE!
' Action ID Number, DWQ Project Number, application date, and date permits and certifications were!.
issued or withdrawn. Provide photocopies of previously issued permits, certifications or other useful'
information. Describe previously approved wetland, stream and buffer impacts, along with associated
' mitigation (where applicable). If this is a NCDOT project, list and describe permits issued for prior
segments of the same T.I.P. project, along with construction schedules. N/A
V. Future Project Plans
Are any additional permit requests anticipated for this project in the future? If so, describe the anticipated'
work, and provide justification for the exclusion of this work from the current application: None':
anticipated
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to wetlands,
open water, and stream channels associated with the project. The applicant must also provide justification
li
' Page 2 of 2 I
i

t

for these impacts in Section VII below. All proposed impacts, permanent and temporary, must be listed
herein, and must be clearly identifiable on an accompanying site plan. All wetlands and waters, and all
streams (intermittent and perennial) must be shown on a delineation map, whether or not impacts are
proposed to these systems. Wetland and stream evaluation and delineation forms should be included as
appropriate. Photographs may be included at the applicant's discretion. If this proposed impact is strictly
for wetland or stream mitigation, list and describe the impact in Section VIII below. If additional space is
needed for listing or description, please attach a separate sheet.
1. Wetland Impacts
Wetland Impact
Site Number
(indicate on
ma)
Type of
Impact*
Area of
Impact
(acres)
( Located within
100-year
Fooodplain**
(yes/no) Distance to
Nearest
Stream
(linear feet)
Type of Wetland***

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to:'.
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams, separately list;
impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood
Insurance Rate Maps (FIRM), or FEMA-approved local floodplain maps. Maps are available through the
FEMA Map Service Center at 1-800-358-9616, or online at http://www.fema..ov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested
wetland, beaver pond, Carolina Bay, bog, etc.)
List the total acreage (estimated) of existing wetlands on the property: 0.9 acres
Total area of wetland impact proposed: 0
2. Stream Impacts_ including all intermittent and perennial streams
Stream Impact

Site Number
(indicate on
map)

Type of
Impact* Length of

Impact
(linear
feet)

Stream Name** Average
Width of
Stream
Before
Impact
Perennial or
Intermittent?
(please specify)
HWY 221 ROW Pipe/fill 240 UT to S. Beaver Crk 6-8 ft Linear wetland
HWY 221 ROW Pipe/fill 80 UT to S. Beaver Crk 2-4 perennial

Page 3 of 3

1

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culvert
and associated rip-rap, dams (separately list impacts due to both structure and flooding), relocation (include
linear feet before and after, and net loss/gain), stabilization activities (cement wall, rip-rap, crib wall, gabions
etc.), excavation, ditching/straightening, etc. If stream relocation is proposed, plans and profiles showing the
linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed
tributary) to the nearest downstream named stream into which it flows. USGS maps are available through the
USGS at 1-800-358-9616, or online at www.usgs.gov. Several internet sites also allow direct download and
printing of USGS maps (e.g., www.topozone.com, www.mapquest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 320 LF
3. Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any other Water
of the U.S.
Open Water

Impact
Site Number
(indicate on ma)

*
Type of Impact
Area of

Impact
(acres)

Name of Waterbody
(if applicable)
Type of Waterbody

(lake, pond, estuary,
sound, bay, ocean, etc.)

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill,
excavation, dredging, flooding, drainage, bulkheads, etc.
4. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be included
above in the wetland and stream impact sections. Also, the proposed pond should be described here
and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of draw-dowry
valve or spillway, etc.): N/A
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond, local'
stormwater requirement, etc.): N/A
Size of watershed draining to pond: N/A Expected pond surface area: N/A
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and financial
viability of the project. The applicant may attach drawings of alternative, lower-impact site layouts, and'.
explain why these design options were not feasible. Also discuss how impacts were minimized once thel
desired site plan was developed. If applicable, discuss construction techniques to be followed during'
construction to reduce impacts.
See attached narratives
Page 4 of 4
1 II
VIII. Mitigation
i DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC Division of
Water Quality for projects involving greater than or equal to one acre of impacts to freshwater wetlands
or greater than or equal to 15011 ear feet of total impacts to perennial streams.
' USACE - In accordance withthe Final Notice of Issuance and Modification of Nationwide Permits,
published in the Federal Register on March 9, 2000, mitigation will be required when necessary to ensure
that adverse effects to the aquatic environment are minimal. Factors including size and type of proposed
impact and function and relative value of the impacted aquatic resource will be considered in determinin4
acceptability of appropriate and practicable mitigation as proposed. Examples of mitigation that may be
' appropriate and practicable include, but are not limited to: reducing the size of the project; establishing
and maintaining wetland and/or upland vegetated buffers to protect open waters such as streams; and
replacing losses of aquatic resource functions and values by creating, restoring, enhancing, or preserving
similar functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order for
USACE or DWQ to consider the application complete for processing. Any application lacking a required
mitigation plan or NCWRP concurrence shall be placed on hold as incomplete. An applicant may also
choose to review the current guidelines for stream restoration in DWQ's Draft Technical Guide for
Stream Work in North Carolina, available at hiLtp://h2o.enr.state.nc.us/ncwetlands/strm.tzide.htmi.
' 1. Provide a brief description of the proposed mitigation plan. The description should provide as much
information as possible, including, but not limited to: site location (attach directions and/or map, if
' offsite), affected stream and river basin, type and amount (acreage/linear feet) of mitigation proposed
(restoration, enhancement, creation, or preservation), a plan view, preservation mechanism (e.g., deed
restrictions, conservation easement, etc.), and a description of the current site conditions and proposed
method of construction. Please attach a separate sheet if more space is needed.
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration Program
' (NCWRP) with the NCWRP's written agreement. Check the box indicating that you would like to
pay into the NCWRP. Please note that payment into the NCWRP must be reviewed and approved
before it can be used to satisfy mitigation requirements. Applicants will be notified early in the
review process by the 401/Wetlands Unit if payment into the NCWRP is available as an option. For
additional information regarding the application process for the NCWRP, check the NOM website
at http://h2o.enr.state.nc.us/wrp/index.htm. If use of the NCWRP is proposed, please check the
appropriate box on page three and provide the following information:
Amount of stream mitigation requested (linear feet): 320
Amount of buffer mitigation requested (square feet): 0
' Amount of Riparian wetland mitigation requested (acres): 0
Amount of Non-riparian wetland mitigation requested (acres): 0
' Amount of Coastal wetland mitigation requested (acres): 0
IX. Environmental Documentation (DWQ Only
Does the project involve an expenditure of public funds or the use of public (federaUstate/local) land?
Yes ® No ?
If yes, does the project require preparation of an environmental document pursuant to the requirements of
' the National or North Carolina Environmental Policy Act (NEPA/SEPA)? Note: If you are not sure
t
Page 5 of 5

whether a NEPA/SEPA document is required, call the SEPA coordinator at [phone] to review
current thresholds for environmental documentation.
Yes ? No
Impacts to less than 500 LF do not require an EA per discussions with DWQ Environmental
Planning in April 2001.
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a copy of
the NEPA or SEPA final approval letter.
Yes ? No
X. Proposed Impacts on Riparian and Watershed Buffers (DWO Onl
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to required state
and local buffers associated with the project. The applicant must also provide justification for these
impacts in Section VII above. All proposed impacts must be listed herein, and must be clearl}
identifiable on the accompanying site plan. All buffers must be shown on a map, whether or not impact
are proposed to the buffers. Correspondence from the DWQ Regional Office may be included a?
appropriate. Photographs may also be included at the applicant's discretion.
XI.

Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233 (Neuse), 15A
NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and Water Supply Buffer
Requirements), or other (please identify ??
Yes ? No ® If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer mitigation i9
required calculate the required amount of mitigation by applying the buffer multipliers.
Zone* Impact
(square feet) Multiplier Required
Mitigation
1 3
2 1.5
Total
* Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation of
Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or Payment
into the Riparian Buffer Restoration Fund). Please attach all appropriate information as identified within
15A NCAC 2B.0242 or.0260.: N/A
Stormwater (DWQ Only)
Describe impervious acreage (both existing and proposed) versus total acreage on the site. Discuss
stormwater controls proposed in order to protect surface waters and wetlands downstream from thd
property:
XII. Sewage Disposal (DWQ Only
' Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of wastewater,
generated from the proposed project, or available capacity of the subject facility:
I XIII. Violations (DWQ Only)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
' Page 6 of 6
a
t
t
Yes ? No
I
Is this an after-the-fact permit application?
Yes ? No
i
XIV. Other Circumstances (Optional):
i
It is the applicant's responsibility to submit the application sufficiently in advance of desired construction)
dates to allow processing time for these permits. However, an applicant may choose to list constraints)
associated with construction or sequencing that may impose limits on work schedules (e.g., draw-down
schedules for lakes, dates associated with Endangered and Threatened Species, accessibility problems, or
other issues outside of the applicant's control):
VV? ?? C> G
pplicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 7 of 7

I
Ashe County Board of Education
Fleetwood Elementary School
West Jefferson, Ashe County, North Carolina
Ashe County School Permit Narratives
August 28, 2001
' Site Description:
The proposed 32 acre site for the new Ashe County Elementary School is located off
Highway 221, about 2 miles south of West Jefferson. It is adjacent to the curve in
Clarence Lyall Rd (SR 1143). The elevation ranges from 3,240' to 3,360'.
Approximately one-third of the site is field (Tract 1 on wetland map), while the remaining
two-thirds is forested (Tract 2 on wetland map). The canopy trees are 35-50 years of
age and consist mainly of tulip poplar (Liriodendron tulipifera), black cherry (Prunus
serotina), white pine (Pinus strobus), white oak (Quercus alba), red oak (Quercus rubra),
gray birch (Betula populifolia), sweetgum (Liquidamber styraciflua), and hickory (Carya
ovata). There is evidence of previous homesites along one of the creeks.
One stream runs from the north-central point of the property to the northeastern corner
within and adjacent to a North Carolina Department of Transportation (DOT) right of
way. This channel/ wetland seep is somewhat incised in areas; however, it is a good
quality stream within the more maturely forested portions of the property. Another
stream from the southwest corner of the property joins it at the northeastern corner.
' Limited portions of this channel are very deeply incised, with banks up to four feet deep.
The downstream portions of this channel, in and adjacent to the large on-site wetlands,
are high quality. The upper part of this stream nuns underground. There are two short
' branches paralleling this second stream in the northeastern corner as well. These
streams are unnamed tributaries to South Beaver Creek, which is part of the New River
Basin. All of the channels support aquatic life. See attached wetland map for locations
' of streams and wetlands.
A wetland area is located from the confluence of these streams to about 300' up the
second stream. It spans the three parallel branches. The wetland area contains mostly
' skunk cabbage (Symplocarpus foetidus), white hellebore (Veratrum viridae), jewelweed
(Impatiens capensis), cinnamon fern (Osmunda cinnamomea), spicebush (Lindera
benzoin), silky dogwood (Comas amomum), and red maple (Acer rubrum). The wetland
' area is not inundated; however, the water table is between 0 and 6 inches below the
surface.
' A much smaller wetland area, comprised of the same species, is located on the second
stream near its jurisdictional boundaries. The area is not inundated, but the water is
right at the surface.
1
Both wetland areas consist of Toxaway loam soils. This soil type is of the mesic
Cumulic Humaquept taxonomic subgroup and is very poorly drained. The upland
forested area contains Tusquitee loam on 8-15% slopes. This well-drained loam is of the
mesic Umbric Dystrochrept subgroup. The field area has Watauga loam with 15-25%
slopes. These well-drained micaceous soils are of the mesic Typic Hapludult subgroup.

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NORTH CAROLINA
= 7.5 MINUTE SERIES (TOPOGRAPHIC
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Name: TODD Location: 036° 21' 13.3" N 081 ° 30'47.3" W
Date: 4/23/101 Caption: Ashe Co School
Scale: 1 inch equals 2000 feet
Copyright (C) 1997, Maptech, Inc.
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Delineation Performed by: Wetland and Natural Resource Consultants, Inc.
Post Office Box 224
Newton, NC 28658
Phone: [phone] Fax: [phone]
WETLAND DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: Ashe Co Elementary School Date: 5/11
Applicant/Owner: Duane Coen/ Ashe County County: Ashe County
Investigator: Chris Huysman and C. Michelle Brown State: North Carolina
Do normal circumstances exist on the site? Yes Community ID: Wetland
Is the site significantly disturbed? No Transit ID:
(Atypical situation)
Is the area a potential problem area? No Plot ID:
(If needed, explain on reverse.)
VEGETATION
1. Acer rubrum tree FAC 9.
2. Comus amomum shrub FACW+ 10.
3. Lindera benzoin shrub FACW 11.
4. Osmunda cinnam. fem FACW+ 12.
5. Impatiens capensis herb FACW 13.
6. Symplocarpus foet. herb OBL 14.
7. 15.
8. 16.
Percent of dominant species that are OBL, FACW or FAC (excluding FAC-): 100 %
Remarks:
HYDROLOGY
Recorded Data (describe in remarks)
Stream, Lake or Tide Gauge
Aerial Photographs
Other
X No Recorded Data Available
Field Observations:
Depth of Surface Water: _0_ (in.)
Depth to Free Water in Pit: _ 0-6_ (in.)
Depth to Saturated Soil: _0 (in.)
Remarks:
Wetland Hvdrolo4v Indicators:
Primary Indicators:
Inundated
X Saturated in Upper 12 Inches
X Water Marks
Drift Lines
X Sediment Deposits
X Drainage Patterns in Wetlands
Secondary Indicators: (2 or more required)
X_ Oxidized Root Channels in
Upper 12 Inches
X Water-Stained Leaves
Local Soil Survey Data
X FAC Neutral Test
Other (explain in remarks)
WLdata.frm/HH-1004
r
r

Project #
SOILS
Map Unit Name Toxaway loam
(Series and Phase):
Taxonomy (Subgroup):
Profile Description:
Drainage Class: poorly/ very poorly drained
Field Observations:
Confirm Mapped Type? Ashe
County Soil Survey
Depth Matrix Color Mottle Colors Mottle Texture. Concretions,
(ice) Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure etc.
0-12 Ap 10YR 3/1 loam.
12-15 Al 10YR 3/1 loam
25-32 Cgl 10YR 4/2 loam

Hydric Soil Indicators:
Histosol
Histic Epipedon
_X Sulfidic Odor
Aquic Moisture Regime
_X_ Reducing Conditions
_X- Gleyed or Low-Chroma Colors
Remarks:
X Concretions
High Organic Content in Surface Layer in Sandy Soil
Organic Streaking in Sandy Soils
Listed on Local Hydric Soils List **
Listed on National Hydric Soils List
Other (explain in remarks)
Wetland Determination
(yes or no)
i
Hydrophytic Vegetation Present? YES
Wetland Hydrology Present? YES
Hydric Soils Present? YES
Is This Sampling Point Within a Wetland? YES
Remarks:
WLdata.frm/1-11-1-1004

Delineation Performed by: Wetland and Natural Resource Consultants, Inc.
PO Box 224
Newton, NC 28658
Phone: [phone] Fax: [phone]
WETLAND DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: Ashe Co School Date: 3/01
Applicant/Owner: Ashe Co School County: Ashe County
Investigator: Huysman State: North Carolina
Do normal circumstances exist on the site? Yes Community ID: Non-Wetland
Is the site significantly disturbed? No Transit ID:
(Atypical situation)
Is the area a potential problem area ? No Plot ID:
(If needed, explain on reverse.)
VEGETATION
1. Lonicera japonica vine FAC- 9. Corpus florida shrub FACU
2. Betula alleg.. tree FACU+ 10. Juniperus virginiana shrub UPL
3. Liquid. styraciflua tree FAC+ 11.
4. Rosa multifora shrub UPL 12.
5. Quercus albs tree FACu 13.
6. Caraya spp tree FACU- 14.
7. Rubus spp. shrub FACU 15.
8. Acer rubrum tree FAC 16.

Percent of dominant species that are OBL, FACW or FAC (excluding FAC-): 50 %
Remarks:
HYDROLOGY
Recorded Data (describe in remarks)
Stream, Lake or Tide Gauge
Aerial Photographs
Other
No Recorded Data Available
Field Observations:
Depth of Surface Water: -none- (in.)
Depth to Free Water in Pit: (in.)
Depth to Saturated Soil: (in.)
Remarks:
Wetland Hvdroloov Indicators
Primary Indicators:
Inundated
Saturated in Upper 12 Inches
Water Marks
Drift Lines
Sediment Deposits
Drainage Patterns in Wetlands
Secondary Indicators: (2 or more required)
Oxidized Root Channels in
Upper 12 Inches
Water-Stained Leaves
Local Soil Survey Data
FAC Neutral Test
Other (explain in remarks)
WLdata.frmCMC-1000

SOILS
Map Unit Name
(Series and Phase
Taxonomy (Subgroup):
Project # CMC-1000
Drainage Class
Field Observations:
Confirm Mapped Type?
Profile Description:
Depth Matrix Color Mottle Colors Mottle Texture, Concretions,
(ins.) Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure etc.
0-9 Ap 10YR 5/4 few 2.5YR 4/4 loam
9-20 C1 10YR 4/4 loam
Hydric Soil Indicators
Histosol Concretions
Histic Epipedon High Organic Content in Surface Layer in Sandy Soil
Sulfidic Odor Organic Streaking in Sandy Soils
Aquic Moisture Regime Listed on Local Hydric Soils List **
Reducing Conditions Listed on National Hydric Soils List
Gleyed or Low-Chroma Colors Other (explain in remarks)
Remarks:
Wetland Determination
(yes or no)
Hydrophytic Vegetation Present? NO
Wetland Hydrology Present? NO
Hydric Soils Present? NO
Is This Sampling Point Within a Wetland? NO
Remarks:
WLdata.frmCMC-1000

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Ashe County Board of Education
Fleetwood Elementary School
I West Jefferson, Ashe County, North Carolina
Ashe County School Permit Narratives
August 28, 2001
Impact Summary:
The Ashe County Board of Education proposes to develop the Fleetwood Elementary
School on approximately 32 acres west of West Jefferson. The site is located off of
Highway 221 and is approximately illustrated on the attached Site Vicinity Map (USGS
Topographical Quadrangle).. Regulated Water of the US, including wetlands, are
illustrated on the attached Wetland Map.
Site development will require impacts to 240 feet of linear wetlands that have a width of
approximately 8 feet. Impacts are located within and immediately downstream of a
semi-regularly maintained (mowed / bush-hogged) NC Department of Transportation
right-of-way. These pipe and fill impacts are to the least valuable wetlands located on
the tract and total 0.04 acres. It is anticipated that the NC Division of Water Quality will
account for these impacts as channels. The mitigation proposal accounts for impacts to
"channels" in anticipation of the Division's likely determination. See attached Impact
Map.
An additional 85 linear feet of channels will be impacts by the proposed development.
' The channel impacts are immediately downstream of the above referenced linear
feature. In combination, these impacts total 320 linear feet. These impacts are required
for the placement of pipe and outlet protection at a proposed plunge-pool (velocity
dissipater). Approximately 65 linear feet of channel will be piped and approximately 20
' linear feet will be excavated for the purpose of constructing the pool. The pool outlet Will
match the existing grade of the channel.

I
Ground water is the primary hydrologic source for both the features; however, significant
amounts of storm water enter the site from the DOT right-of-way. Aquatic life is present
in the channel.
The site has an approved Sediment and Erosion Control Plan. Site grading and storm
drainage calculation were included in the plan. Impervious area is projected to be less
than 12%. The Division of Water Quality indicated that additional storm water control
would not be likely because impervious area does not exceed 30%. The site will
ultimately comply with the Outstanding Resource Waters storm water management
strategies.
A conditional approval is anticipated. We expect that the Division will need to 1) verify
the use of the Wetland Restoration Program (Mitigation Proposal), 2) verify compliance
with the storm water strategies, and 3) review and approve the plunge pool design. We
additionally request that the Division waive mitigation for the open water created by the
plunge pool; if so granted, impacts will be reduces to 365 linear feet.
' ITY MAP
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EST JEFFERSON/FLEETWOOb DIN ,, LA_
LEMENTARY SCHOOL _ - ?y
ASHE COUNTY NORTH CAROLINA
HOWELL ASSOCIATES ARCHITECTS 3310 1'1'1 I I I+
/,v?•? ',Vi-;?\?(? ?.;i? ? I1% i/.?' II II 11'1 Iti
BOONE, NORTH CAROLINA
REVISION DATE AUGUST 17, 2001
i
i
i
r
Ashe County Board of Education
Fleetwood Elementary School
West Jefferson, Ashe County, North Carolina
Ashe County School Permit Narratives
August 28, 2001
Needs Statement:
The Ashe County School Board has determined that a new elementary school is
needed. This determination is based primarily on the dilapidated state of the current
elementary school. The current elementary school poses safety and environmental risks
to its students due to its age.. This school cannot be expanded or rebuilt in an
economically feasible manner. Additionally, the school would need to be closed during
any construction. Even if another place could be found to school the children during this
time, their learning would be greatly disrupted.
This elementary school will be retrofitted to accommodate special needs students and
house the Ashe County Board of Education.

Ashe County Board of Education
Fleetwood Elementary School
West Jefferson
Ashe County
North Carolina
,
,
Ashe County School Permit Narratives
August 28, 2001
' Off-Site Alternatives Analysis:
Alternative sites were considered for the building of the school. This site was chosen
because it is the most centrally located, which will allow for the most economical and
time efficient bussing. As the site is on Highway 221, all water, sewer, and electrical
infrastructure will be easily accessible. Other sites had steeper topography, more
valuable streams, or were not for sale at a reasonable price.
For the school to be strategically, practicably, and economically constructed it would
need to be located on the Highway 221 corridor between West Jefferson and Clarence
' Lyall Road (NCSR 1143). Locating the school along the corridor ensures fair bussing
times for the student body and does not create a disparity for the enrolled student body.
The selected site does not traverse the ridge located near Clarence Lyall Road, this
allows for the site to be served by gravity sanitary sewer and potable water. Sanitary
' sewer is available to serve the site; it is in the vicinity of Beaver Creek, which is located
approximately 0.5 miles from the site.
' The site, at its proposed location, will be fully supported by municipal facilities and will
not need it own support infrastructure such as water and sewer.

1
1
1
1
F
1?
Ashe County Board of Education
Fleetwood Elementary School
West Jefferson, Ashe County, North Carolina
Ashe County School Permit Narratives
August 28, 2001
On-Site Alternatives Analysis (Avoidance and Minimization)
' Other designs were also considered. The selected design utilizes a single floor layout
that maximizes use and minimizes costs. It is also the most cost effective design that
meets state standards relating to fire safety and handicap access.
The overall design and layout of the school and its attendant road access, parking, and

' recreational fields is the most consolidated design that will fit the property.
Alternate site layouts were considered once it was determined that the proposed
structures were the most economical and efficient structures that suited the projected
growth in the student body and complied with other state mandates. The Department of
Public Instruction (DPI) determines the spatial and dimensional placement of proposed
structures and support facilities. Support facilities include parking areas and
recreational fields. The facilities presented within are expected to meet these mandates.
Avoidance and Minimization Analysis
' The positioning and design of the school, its road entrance, and its fields have
undergone major revisions in order to lessen the impacts to the streams and wetland
areas. Only one revision resulted in a layout that was suitable for the intended purpose.
' This revision has successfully reduced impacts and focused impacts to the lowest
quality wetlands and channels represented on the site. The latest revision has removed
all impacts from wetland acreage and the lower streams. In order to meet DOT and other
state requirements, further revisions to decrease impacts even more are not possible.
The site layout includes the steepest grades allowed in order to minimize impacts.
' A comparison of these designs demonstrates avoidance and minimization efforts that
have been considered. Consideration of these alternate site development plans is
directly attributed to discussions that the applicant has had with the NC Division of Water
Quality. Specifically, representatives of the applicant met with DWQ personnel in a pre-
application meeting held onsite. Other representatives met with the US Army Corps of
Engineers.
r Spatial, dimensional and construction limitations were considered to the greatest extent
possible during the site layout. NC DOT has granted limited access to the site from
Highway 221. DOT will allow access only at the location illustrated. Property boundaries
limit the relocation of the school to the south and west. The DPI requires low-grade
slopes across school sites and close proximity for out-side recreational facilities. This.
latest design incorporates playground areas immediately adjacent to the classrooms.

WEST JEFFERSON/FLEETWOOD
ELEMENTARY SCHOOL
ASHE COUNTY, NORTH CAROLINA
Howell Associates Architects
Boone, North Carolina
August 20, 2001
SITE PLAN DATED APRIL 12, 2001
1. Wetland impact was not considered in order to achieve efficient use of the
site's size, shape, and topography.
' 2. Earth excavation and earth fill has been balanced in order to eliminate
costly offsite earthmoving activities.
3. Adequate outdoor areas such as playgrounds, physical education, athletic
and recreation spaces have been provided.
4. Access to school site is adequate to handle peak load traffic at beginning
and end of school.
5. Separate drive for buses has been provided.
SITE PLAN DATED JUNE 199 2001
' 1. Building has been relocated to face US Highway 221 and parking areas,
recreation and athletic fields have been relocated to minimize earth cut
and earth fill in wetland areas.
2. Earth cut and earth fill do not balance. Approximately 550,000 cubic yards
of earth will have to be disposed of off site resulting in massive and costly
earthmoving activities.
' 3. Outdoor areas such as playground and physical education spaces are not
adequate.
' 4. Access to school site is adequate to handle peak load traffic at beginning
and end of school.
5. Separate drive for buses could not be provided.
¦
SITE PLAN DATED AUGUST 03, 2001
' 1. An attempt to balance the earth cut and earth fill was made by raising the
finish floor elevation of the building 12 feet, by minimizing earth excavation
on DOT's right of way, and by adding a baseball field.
' 2. Wetland impact is somewhat greater than the Site Plan dated June 19,
2001.

3. Earth cut and earth fill do not balance. Approximately 220,000 cubic yards
of earth will have to be disposed off site resulting in massive and costly
earthmoving activities.
4. Sight lines at the intersection of the drive with US Highway 221 (looking
' west) are not adequate as a result of minimizing earth excavation on
DOT's right of way.
5. Outdoor areas such as playground and physical education spaces are not
adequate.
6. Access to school site is adequate to handle peak load traffic at beginning
and end of school.
7. Separate drive for buses could not be provided.
SITE PLAN DATED AUGUST 17, 2001
1. Earth excavation has been increased on DOT's right of way to improve the
sight lines at the intersection of the drive with US Highway 221.
2. Earth fill has been increased on DOT's right of way to help balance the
earth cut and earth fill
' 3. Recreation/athletic field was rotated approximately 35 degrees in order to
allow space for a playground area and to increase the amount of earth fill
in the recreation/athletic field area.
4. Finish elevation of the west end of the staff parking area was raised 10
feet in order to reduce the amount of earth cut.
5. With the exception of the underground pipe that extends from the existing
culvert across DOT's right of way onto the school's property, wetland
impact has been minimized.
6. Adequate outdoor areas such as playgrounds, physical education, athletic
and recreation spaces have been provided.
7. Access to school site is adequate to handle peak load traffic at beginning
and end of school.
' 8. Separate drive for buses has not been provided; however, separation has

1 been improved.
i

L
EEL- I
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ELEMENTARY SCHOOL

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\ '•.,1111 1 11 i j/ j j ?} }S? - /? HOWELL ASSOCIATES
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BOONE, NORTH CAROLINA AIA
, 0 I I .••w? •• rro.- F r •. va«.e «•
HOWELL ASSOCIATES ARCHITECTS

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NC APRIL 12
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WEST JEFFERSON/ FLEETWO?
ELEMENTARY SCHOOL
ASHE COUNTY, NORTH CAROLINA
HOWELL ASSOCIATES
BOONE,NC
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ELEMENTARY SCHOOL ! ' y lW =
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j4SHE COUNTY, NORTH CAROLINA to
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' ?iOWELL ASSOCIATES ARCHITECTS
'BOONE, NORTH CAROLINA ??\\?-? \ \? - _i I I ti j
REVISION DATE AUGUST 17,2001
7-j 7
pmX I;
2.
3.
5.

of Education
Ashe County Board
Fleetwood Elementary School
West Jefferson, Ashe County, North Carolina
Ashe County School Permit Narratives
August 28, 2001
Mitigation
The proposed site plan results in impacts to 80 linear feet of biologically important
channel and 240 linear feet of linear seep/wetland. For the purpose of the Division of
Water Quality's accounting, all impacts are assessed to be to channels. The Corps; has
assessed the 240 linear feet of impacts to be to un-important linear wetlands.
On-Site Mitigation
Channels and wetlands not impacted by the proposed action will be protected through
permanent deed restrictions that will preclude these areas from future impacts. The
channels are relatively intact and cannot be greatly improved. These channels do not
require any restorative actions.
Channels totaling over 1,200 linear feet will be protected by the preservation document.
The deed restriction will follow the NC DWQ's recommended format.
Off-Site Mitigation
Off-site mitigation on school owned property is not available. Two sites were evaluated
and neither was acceptable because of conflicts with property boundaries or existing
infrastructure. These potential sites included streams located at the high school and
another elementary school. Restoration at the high school site appeared to conflict with
athletic fields and at the elementary school there was a potential conflict with the Septic
system and property boundaries.
NC Wetland Restoration Program
The school proposes to mitigate the approved impacts through payment into the NC
Wetland Restoration Program. This payment is anticipated to be more cost effective and
timely.
Based on our experience it would cost between $75 and $80 per linear foot to design
and monitor channel restoration on this order channel. These costs are conservative
' because they are based on reaches in the order of 2000 linear feet. Costs may project
into the $85 to $100 per linear foot. Materials and land cost could easily double the
aforementioned cost. Costs could be projected in the $165 per linear foot range.
b
d
'
on
ase
in lieu mitigation fee
It is our opinion that the WRP is an appropriate use of the
the lack of reasonably (located on school property) and practicably (economically best E
' choice) available mitigation.
i

P
Wetland and
Natural Resource
Consultants, Inc.
October 3, 2001
NC DWQ
Attn: Mr. Rob Ridings
2321 Crabtree Blvd
Raleigh, NC 27604
RE: Nationwide Permit Application
West Jefferson / Fleetwood Elementary School n
West Jefferson, Ashe County, NC 1 7
Attached is a permit application that the US Post Office attempted to deliver tp your office on
September 6°i, 18'h, and 28"'. The Post Office tells me that there wee nd?one to sign for the
package on any of these dates. We request an expedited review because of an apparent lack
of office staff in the main office. The application was concurrently sent to the DWQ Winston
Salem Regional Office, the NC Wildlife Resources Commission and the US Army Corps of
Engineers. All of the aforementioned offices have reviewed the application.
Ms. Jennifer Frye has reviewed the package and we have met with her in anticipation of her
issuing the cert out of the Winston Salem Regional Office. Attached is some information that
she has requiested.
Permit Attachments and Clarification
Permit Application Form:
1. Item XI on application: Storm water management will be consistent with ORW
strategies.
2. Item X on application: Waste disposal will be through municipal facilities located in
West Jefferson.
Permit Application Narratives:
1. Impact Summary: Final line should read 300 linear feet, not 365.
Addendums for the File
1. Letters: Attached are NC DOT summarizing cut and fill requirements.
2. Maps: Attached are copies of sediment and erosion control maps.
,,TJa?nk you for your co ideration,
ris Huysm n
Cc:
Newton Office
11 South College Ave. Sulte 203
PO Box 224
Newton, NC 28658
828 -465 - 3035
828,,465j-3050 Fax
[e-mail]
Todd Tugwell
Jennifer Frye
Waynesville Offic
82 Poplar Street
PO Box 653
Hazelwo od, NC 2 738
828j-46 4A,5033
828-45 444-5033 x
wndnc aol.com
03/27/2071 2@:31 8284653050 kNRC INC PAS 03
III
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
Michael F. Easley PA. Sox 23201. Sdeig, NC 27611-5201 LyNw T1PP67r
GOVERNOR Pxaft(919)733.2320 SECUTA Y
August 21, 2001
Mr. Donnie R. Johnson, Superintendent
Ashe County Board of Education
P. 0. Box 604, 320 South Street
Jefferson, North Carolina 28640
Deer Mr. Johnson:
This is to confirm and document our meeting on August 0", 2001 regarding the new
West Jefferson / Fleetwood Elementary School located on US 221 in Ashe County.
You advised that there was a lot of excess material (approximately 135,000 CY of
waste excavation including the cut slope on the right of way) on the school site.
In addition, concern was expressed for both the coat of removing the material from the
right of way as well as the astronomical cost of the use of nearby property to place the
excess material on. This would result in a higher elevation of finish grade of the pad Ifor
the school than was desirable.
You inquired as to whether the existing cut slope along US 221 southwest of the
proposed access had to be removed entirely or if some of it could remain. You also
asked if some of the material could be placed on the right of way and if the Department
could assist in funds other than those used for school bus drives and parking.
Following is a summary of what the Department can approve and the funding that cart'
and will be pursued:
Division Operations Engineer W. 0. Atkins, PE informed at the meeting that the
Department is willing to allow the placement of tilt material on the right of way
below the proposed new driveway by encroachment agreement. The approval
would be subject to the Board of Education securing all, environmental permits
and complying with all of the requiram ants and conditions of the environmental
'perrnits. This would require the submission of an original and seven (7) copies
of the plans. The area of fill would have to be adjacent to the school property.'
Ua Fin, A P.,
&ww Q TlAw carArlQl l hw=
F. 0. DIPAWF .230, COMM Fxs s. NC 23630
Pala (32s) 396-3364 FAS (W) 39&IOU
09i 27i <A31 26: 31 828465305PJ WHRC INC PAGE 04
i
Mr. Donnie Johnson
August 21, 2001
Page 2
it was stated at the meeting by Division Operations Englneer Atkins that witho4t
a review of Ow plans, the cut slope along US 221 southwest of the new access
would have to be taken down level with US 221 as required by the approval of
the Break in Control of Access. The plans were submitted, have been reviewed,
and the cut slope must be taken down as you were advised on August 16, 2001
by Wayne Atkins.
I informed that we wanted to help Ashe County Schools in any way possible and
are willing to pursue securing the following funds:
3 50,000 from school Access Funds for the School Bus Drive and Bus
Parking.
$ 150,000 from Spot Safety Funds for the Turn Lane and Tapers, School
Zone Flashers and Improvement of Sight Distance when fun . i i
available.
It is our understanding that you plan on opening this new school in August 2003. It Wes
a pleasure meeting with you and we look forward to working with the School System.
If you have questions or additional information is needed, please advise.
Yours very truly,
SEIWOA:wa
CC' R. C. McCann, PE
M. A Pett* hn, PE
W. O. Atkins, PE
J. D. Ledbetter, PE
D. J. Tetzleff
Sam Erby, Jr.
Board Member

i
09/27/2001 20:31 8284653050 lNNRC INC PAk:F= 01
?M
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
JAMES S. HUNT, JR. t.o.sox25201,RAMGKNC 2761.1-3201
God NOR PRONE [phone]
November 20, 2000
Mr. Donnie R Johnson, Superintendent
Ashe County Board of Education
P. O. Box 604
Jefferson, NC 28640
SUBJECT: Break in Controlled Access Right of Way
Dear Mr. Johnson:
DAVID MCCOY
SECREfAAY
At it's October meeting, the Right of Way Disposal and Control of Access Committee reOewedi
the request from Ashe County Board of Education for a break in the control of access on US 221
south of West Jefferson. The break was requested to provide for a drive to a proposed new
elementary school. This request has been approved with the following conditions:
• Access is conditional upon land remaining as a school site. If land use changes to anything
other than a school site, access will be revoked and access to US 221 will be closed and
fenced.
• Access is for public benefit in providing a safer access to the proposed consolidated
elementary school than exists at the existing Fleetwood and Jefferson sites. No other access
for private and/or commercial purposes will be considered for this location.
• Preliatineq review of the "rough" site plan indicates less than desirable internal
storage/stacking stem length. This feature and all geometric features along US 221 must bq
approved by the Traffic Engineering Branch before building dotlstruction begins..
• No internal access from school site to adjacent parcels will be allowed.
• The existing cut slope along US 221 southwest of the proposal access must be removed to
provide better sight distance at the access Point-
P.O. Box 250, N. WrrxssnaRQ NC 23659
p,om [phone] FAx [phone]
09/2'!2001 2E: 31 8284553050 WNRC INC
i1
Donnie R. Johnson
November 20, 2000
Page 2
i
PAGE 02
Since this access wilt serve a public school, enhancement fees will be waived. Our Right of Way
Department will be contacting you to facilitate implementation of this access break.
If additional information is needed, please call roe at (336) 667-911 L
Yours Very Truly,
R. C. McCann, PE
Division Engineer
RCMClramc
cc: Sam Erby, Jr.
Wayne Atkins, PE
Doug Tetzlaff
Joe Thompson
of
i
i
Wetland and
Natural Resource
Consultants, Inc.
October 3, 2001
47
NC DWQ
Attn: Mr. Rob Ridings
2321 Crabtree Blvd
Raleigh, NC 27604
RE: Nationwide Permit Application
West Jefferson / Fleetwood Elementary School
West Jefferson, Ashe County, NC
Attached is a permit application that the US Post Office attempted to deliver to your office on
September 6"', 18'h, and 28"'. The Post Office tells me that there was no one to sign for the;
package on any of these dates. We request an expedited review because of an apparent lack
of office staff in the main office. The application was concurrently sent to the DWQ Winston
Salem Regional Office, the NC Wildlife Resources Commission and the US Army Corps of
Engineers. All of the aforementioned offices have reviewed the application.
Ms. Jennifer Frye has reviewed the package and we have met with her in anticipation of het
issuing the cert out of the Winston Salem Regional Office. Attached is some information that
she has requiested.
Permit Attachments and Clarification
Permit Application Form:
1. Item XI on application: Storm water management will be consistent with ORW
strategies.
2. Item X on application: Waste disposal will be through municipal facilities located in
West Jefferson.
Permit Application Narratives:
1. Impact Summary: Final line should read 300 linear feet, not 365.
Addendums for the File
1. Letters: Attached are NC DOT summarizing cut and fill requirements.
2. Maps: Attached are copies of sediment and erosion control maps.
Pi?nk you for your co ideration,
ris Huysm n
Cc: Todd Tugwell
Newton Office Jennifer Frye Waynes lle Ofnce
11 South College Ave. Suite 203 82 Popl r:Street
PO Box 224 PO Box 11153
Newton, NC 28658 Hazelwood, NC 28 38
828-465-3035 828j-45 X5033
5033 Fa
1!828&465j-3050 Fax 828"45 Fl'corn
[e-mail] wndnc
08i 27/2001 2E:31 8284653050 WNRC INC PA1E 03
STATE Of NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
Michael F. Easley p.0, &m 2J2o1, gnkj k NC 276114291 LYrmo TIPPETT
CNY#IXNM P"cra [phone] SECRETARY
August 21, 2041
Mr. Donnie R. Johnson, Superintendent
Ashe County Board of Education
P. 0. Box 604, 320 South Street
Jefferson, North Carolina 28640
Dear Mr. Johnson:
This is to confirm and document our meeting on August e, 2001 regarding the new
West Jefferson i Fleetwood Elementary School located on US 221 In Ashe County.
You advised that there was a lot of excess material (approximately 135,000 CY of
waste excavation including the cut slope on the right of way) on the school site.
In addition, concern was expressed for both the cost of removing the material from the
right of way as well as the astronomical cost of the use of nearby property to place the
excess material on. This would result in a higher elevation of finish grade of the pad for
the school than was desirable.
You inquired as to whether the existing cut slope along US 221 southwest of the
proposed access had to be removed entirely or if some of it could remain. You also
asked if some of the material could be placed on the right of way and if the Departmert
could assist in funds other than those used for school bus drives and parking.
Following is a summary of what the Department can approve and the funding that can
and will be pursued:
Division Operations Engineer W. 0. Atkins, PE informed at the meeting that th*
Department is willing to allow the placement of fill material on the right of way
below the proposed new driveway by encroachment agreement. The approval
would be subject to the Board of Education securing all- environmental permits
and complying with all of the requirements and conditions of the environmental)
penflits. This would require the submission of an original and seven (7) copies
of the plans. The area of fill would have to be adjacent to the school property.
sw per. m.,
Bo mm cr TVAwwmrArw Nk
P. 0. DRAwIX 230, ORAPWM FAIR NC 28630
pome (IM 3%4364 FAx (SM 896.1926
E
09/27/20,31 26: 31 828465305G? w?WC I?JC PAGE 04
Mr. Donnie Johnson
August 21, 2001
Page 2
it was stated at the meeting by Division Operations Engineer Atkins that without
a review of Ow plans, the cut slope along US 221 southwest of the new access
would have to be taken down level with US 221 as required by the approval of
the Break in Control of Access. The plans were submitted, have been reviewed,
and the out slope must be taken down as you were advised on August 16, 2001
by Wayne Atkins.
I infomxad that we wanted to help Ashe County Schools in any way possible and I
are wilting to pursue securing the following funds:
3 50,000 from School Access Funds for the School Bus Drive and Bus
Parking.
$ 150,000 from Spot Safety Funds br the Turn Lane and Tapers, School
Zone Flashers and Improvement of Sight Distance when funding is
available.
It is our understanding that you plan on opening this new school in August 2003. It was
a pleasure meeting with you and we look forward to working with the School System.
If you have questions or additional information is needed, please advise.
Yours very truly,
Sarn Erby, Jr.
Board Member
SE/WOA:wQ
cc: R. C. McCann, PE
M. A. Pett*hn, PE
W. O. Atkins, PE
J. D. Ledbetter, PE
D. J. Tetzlaff
09/'27/2001 20:31 8284653050 WNRC ItN PAID 01
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
jAmEs B. HUNT, JR. r.o.BOX25201,RAl..a:1GKNC 27611-520 pnv[D MCCOV
GovM 40R PHONE [phone] SECRETARY
November 20, 2000
Mr. Donnie R. Johnson, Superintendent
Ashe County Board of Education
P. O. Box 604
Jefferson, NC 28640
SUBJECT: Break in Controlled Access Right of Way
Dear l &. Johnson:
At it's October meeting, the Right of Way Disposal and Control of Access Committee reviewed
the request from Ashe County Board of Education for a break in the control of access on US 221
south of West Jefferson. The break was requested to provide for a drive to a proposed new
elementary school. This request has been approved with the foilowing conditions:
• Access is conditional upon land remaining as a school site. If land use changes to anything
other than a school site, access will be revoked and access to US 221 will be closed and
fenced.
• Access is for public benefit in providing a safer access to the proposed consolidated
elementary school than exists at the existing Fleetwood and Jefferson sites. No other access
for private andlor commercial purposes will be considered for this location.
Preliminary review of the "rough" site plan indicates less than desirable internal
storage/stacking stem length. This feature and all geometric features along US 221 must be
approved by the Traffic Engineering Branch before building donstruction begins..
• No internal access from school site to adjacent parcels will be allowed.
• The existing cut slope along US 221 southwest of the proposed access must be removed to
provide beater sight distance at the wxm point.
P.o. Bm 250, N. w 14C 2909
pWm (336) 667-91 t t FAX [phone]
09/17,12001 2E: 31 82 84653050 WNRC IFJ?- PGA 01
Donnie R. Johnson
November 20, 2000
Page 2
. i k
Since this access will serve a public school, enhancement fees will be waived. Our Right of Way
Department wifl be contacting you to facilitate implementation of this access break.
If additional information is needed, please call me at [phone].
Yours Very Truly,
R. C. McC&ut, PE
Division Engineer
RCMGrcmc
cc, Sam Erby, Jr.
i
Wayne Atkins, PE
Doug Tetzlalf
Joe Thompson
C
r
kIi
I
f
t
it
i
i 4
f
r r
Wetland and G
Natural Resource p
' Consultants, Inc.
October 3, 2001
NC DWQ
Attn: Mr. Rob Ridings
2321 Crabtree Blvd
Raleigh, NC 27604 C.
RE: Nationwide Permit Application
West Jefferson / Fleetwood Elementary School
West Jefferson, Ashe County, NC
Attached is a permit application that the US Post Office attempted to deliver to your office on
September 6"', 18"', and 28 h. The Post Office tells me that there was no one to sign for the
package on any of these dates. We request an expedited review because of an apparentllack
of office staff in the main office. The application was concurrently sent to the DWQ Winstoo?
Salem Regional Office, the NC Wildlife Resources Commission and the US Army Corps o
Engineers. All of the aforementioned offices have reviewed the application.
Ms. Jennifer Frye has reviewed the package and we have met with her in anticipation of her
issuing the cert out of the Winston Salem Regional Office. Attached is some information that
she has requiested.
Permit Attachments and Clarification
l
Permit Application Form:
1. Item XI on application: Storm water management will be consistent with ORW
strategies.
2. Item X on application: Waste disposal will be through municipal facilities located in
West Jefferson.
Permit Application Nan-atives:
1. Impact Summary: Final line should read 300 linear feet, not 365.
Addendums for the File
1. Letters: Attached are NC DOT summarizing cut and fill requirements.
2. Maps: Attached are copies of sediment and erosion control maps.
nk you for your co ideration,
ris Huysm n I
f,
Cc: Todd Tugwell
Newton Office Jennifer Frye Waynesville Office
11 South College Ave. Suite 203 82 Popldr Street
PO Box 224 PO Box 53
Newton, NC 28658 Hazelw ; NC 28 38 .
18284465-3035 828-45 45033
828&465,&3050 Fax [phone],5033 Fa
[e-mail] wndnc ol.com
•
09i 27/2071 2E: 31 8284653050 wNRC INIC PACE 03
P
•
. .r
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
Michael F. Easley r.o. So, 2no1. Bdwt. HC 27611-3291 LYNDo Tim7r
GOVERNM ptmi [phone] . SECUTARY
August 21, 2001
Mr. Donnie R. Johnson, Superintendent
Ashe County Board of Education
P. 0. Box 604, 320 South Street
Jefferson, North Carolina 28640
Dear Mr- Johnson:
This is to confirm and document our meeting on August Vh, 2001 regarding the new
West Jefferson / Fleetwood Elementary School located on US 221 In Ashe County.
You advised that there was a lot of excess material (approximately 135,000 CY of
waste excavation including the cut slope on the right of way) on the school site.
in addition, concern was expressed for both the cost of removing the material from the
right of way as well as the astronomical cost of the use of nearby property to place the
excess material on. This would result in a higher elevation of finish grade of the pad for
the school than was desirable.
You inquired as to whether the existing cut slope along US 221 southwest of the
proposed access had to be removed entirely or if some of it could remain. You also
asked if some of the material could be placed on the right of way and if the Department
could assist in funds other than those used for school bus drives and parking.
Following is a summary of what the Department can approve and the funding that can
and will be pursued:
Division Operations Engineer W. 0. Atkins, PE informed at the meeting that the
Depanment is willing to allow the placement of fill material on the right of way
below the proposed new driveway by encroachment agreemerd. The approval
would be subject to the Board of Education securing all- environmental permits
and complying with all of the requirements and conditions of the environmental
'permits. This would require the submission of an original and seven (7) copiei
of the plans. The area of fill would have to be adjacent to the school property.
Um F"T. At"
Do mm w TaAmwmmw Sft m
P. 0. DRAWER 230, CO M IL Fxsa. NC 28630
pma (82>h 396-3364 FAX (Sn) 396 M6

09i27l2071 20:31 8284653050
Mr. Donnie Johnson
August 21, 2001
Page 2
?uNR.C Ih?'
PAGE 04
it was stated at the meeting by Division Operations Englneer Atkins that mthoOt
a review of dw plans, the cut slope along US 221 southwest of the new access
would have to be taken down level with US 221 as required by the approval of
the Break in Control of Access. The plans were submitted, have been reviewed,
and the cut slope must be taken down as you were advised on August 16, 2001
by Wayne Atkins.
I informed that we wanted to help Ashe County Schools in any way possible avid
are willing to pursue securing the following funds:
S 50,040 from School Access Funds for the School Bus Drive and Bus
Parking.
$ 150,000 from Spot Safety Funds for the Turn Lane and Tapers, School
Zone Flashers and Improvemsnt of Sight Distance wh fun
available.
It is our understanding that you plan on opening this new school in August 2003. It was
a pleasure meeting with you and we look forward to working with the School System.
if you have questions or additional information is needed, please advise.
Yours very truly,
Sam Erby, Jr.
Board Member
SEJWOA:we
cc: R. C. McCann, PE
' M. A. Pettyjohn, PE
W. O. Atkins, PE
J. D. Ledbetter, PE
D. J. TQW&ff
09/27/2001 20:31 8284652050
WNRC INC
PAGE 01
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
iAmFs 8. HUNT, JR. t.o.9ox25201,RAMGKNC 2761.1-5201 DAVU) MCCOY
GOVERNM PHONE [phone] SECRETARY
November 20, 2000
Mr. Donnie R Johnson, Superintendent
Ashe County Board of Education
P. O. Box 604
Jefferson, NC 26640
SUBJECT: Break in Controlled Access Right of Way
Dear h4r. Johnson:
At it's October meeting, the Right of Way Disposal and Control of Access Committee reviewed
the request from Ashe County Board of Education for a break in the control of access on US 27,1
south of West Jefferson. The break was requested to provide for a drive to a proposed new
elementary school. This request has been approved with the following conditions:
• Access is conditional upon land remaining as a school site. If land use changes to anything
other than a school site, access will be revoked and access to US 221 will be closed and
fenced.
• Access is for public benefit in providing a safer access to the proposed consolidated
elementary school than exists at the existing Fleetwood and Jefferson sites. No other access.
for private and/or commercial purposes wfil be considered for this location.
• Preliminary review of the "rough" site plan indicates less than desirable internal
storage/stacking stem length This feature and all geometric features along US 221 must be
approved by the Traffic Engineering Branch before build-mg wnstruction begins..
No internal access from school site to adjacent parcels will be allowed.
• The existing cut slope along US 221 southwest of the proposed access must be.removed to
provide better sight distance at the access point.
P.O. Box 230, N. WR.1 ZUKWq NC 2M59
prom [phone] FAX (336)(P67-4549
I
i
i
09!2,/2001 2L: 31 8284653050 WNRC 114PAGE 02
Donnie R. Johnson
November 20, 2040
Page 2
Since this access will serve a public school, enhancement fees will be waived. Our Right of Way
Department will be corrtacting you to facilitate implementation of this access break.
If additional information is needed, please call me at [phone].
Yours Very Truly,
R C. McCall PE
Division Engineer
RCMCJrcmc
cc: Sam Erby, Jr.
Wayne Atkins, PE
Doug Tetzlaff
Joe Thompson
0
11
1
Wetland and
Natural Resource
Consultants, Inc.
,... „
October 3, 200
NC DWQ
Attn: Mr. Rob Ridings
2321 Crabtree Blvd .
Raleigh, NC 27604
RE: Nationwide Permit Application
West Jefferson / Fleetwood Elementary School
West Jefferson, Ashe County, NC
Attached is a permit application that the US Post Office attempted to deliver to your office On
September 6th, 18°i, and 28th. The Post Office tells me that there was no one to sign for the
package on any of these dates. We request an expedited review because of an apparent lack
of office staff in the main office. The application was concurrently sent to the DWQ Winston
Salem Regional Office, the NC Wildlife Resources Commission and the US Army Corps of;,
Engineers. All of the aforementioned offices have reviewed the application.
I
Ms. Jennifer Frye has reviewed the package and we have met with her in anticipation of heir
issuing the cert out of the Winston Salem Regional Office. Attached is some information that
she has requiested.
Permit Attachments and Clarification
Permit Application Form:
1. Item XI on application: Storm water management will be consistent with ORW
strategies.
2. Item X on application: Waste disposal will be through municipal facilities located in
West Jefferson.
Permit-Application Narratives:
1. Impact Summary: Final line should read 300 linear feet, not 365.
Addendums for the File
1. Letters: Attached are NC DOT summarizing cut and fill requirements.
2. Maps: Attached are copies of sediment and erosion control maps.
,Znk you for your co ideration,
s Huysm n
Cc: Todd Tugwell
Newton Office Jennifer Frye
11 South College Ave, Suite 203
PO Box 224
Newton, NC 28658
1828-465-3035
828A,465?&3050 Fax
[e-mail]
Wagesl#le Office
82 pi :Street
PO Box 553
Hazelwood, NC 28 38
828-"454145033
8284-454+5033 Fa
wndnc@ bi.com
I
i
09/27/2001 2E: 31 8284653050 kNRC INC PAGE 03

STATE OF NORTH CAROLINA
DEPARTMENT OF 'T'RANSPORTATION
Michael F. Easley r.o. Buz 2no 1. Utj06 NC 27611-5201 LYNDo TIPPETTe
()0M MOR Ptx3hi [phone] . SECRETARY
August 21, 2041
Mr. Donnie R. Johnson, Superintendent
Ashe County Board of Education
P. 0. Box 604, 320 South Street
Jefferson, North Carolina 28640
Dear Mr. Johnson:
This is to confirm and document our meeting on August 6'", 2001 regarding the new
West Jefferson / Fleetwood Elementary School located on US 221 in Ashe County.
You advised that there was a lot of excess material (approximately 135,000 CY of
waste excavation including the out slope on the right of way) on the school site.
In addition, concern was expressed for both the cost of removing the material from the
right of way as well as the astronomical cost of the use of nearby property to place th?
excess material on. This would result in a higher elevation of finish grade of the pad r
the school than was desirable.
You inquired as to whothor the existing cut slope along US 221 southwest of the
proposed access had to be removed entirely or if some of it could remain. You also
asked if some of the =lisrial could be placed on the right of way and if the Departrnerlt
could assist in funds other than those used for school bus drives and parking.
Following is a summary of what the Department can approve and the funding that can!,
and will be pursued:
Division Operations Engineer W. 0. Atkins, PE informed at the meeting that thO
Department is wiling to allow the placement of fill material on the right of way
below the proposed new driveway by encroachment agreement. The approval'
would be subject to the Board of Education securing all* environmental permits
and complying with all of the requirements and conditions of the environmental
'permits. This would require the submission of an original and seven (7) copies!,
of the plans. The area of fill would have to be adjacent to the school property.
9rw Far, at.,
BoAm crTa&vwmrAr= Nita
r. a. DmAwn230, comm Fx2a. NC ZWO
Pw*m (SM 396-3364 FN[ (2n) 396.1926
99i 27/'20.11 26: 31 8294653050 INNRC INC; PAGE 04

Mr. Donnie Johnson
August 21, 2001
Page 2
it was stated at the meeting by Division Operations Englneer Atkins that without
a review of the plans, the cut slope along US 221 southwest of the new accest
would have to be taken down level with US 221 as required by the approval of
the Break in Control of Access. The plans were submitted, have been review$d,
and the cut slope must be taken down as you were advised on August 16, 2001
by Wayne Atkins.
I informed that we wanted to help Ashe County Schools in any way possible and
are willing to pursue securing the following funds:
S 50,000 from School Access Funds for the School Bus Drive and Bus
Parking.
$ 150,000 from Spot Safety Funds for the Turn Lane and Tapers, School
Zone Flashers and Improvement of Sight Distance when fundinc is
availabig.
It is our understanding that you plan on opening this new school in August 2003. It was
a pleasure meeting with you and we took forward to working with the School System.i
It you have questions or additional information is needed, please advise.
Yours very truly,
Sam Erby, Jr.
Board Member
SEJWOA:wa
cc: R. C. McCann, PE
M. A. Pe"hn, PE
W. O. Atkins, PE G
J. D. Ledbetter, PE
D. J. Tet dO
09/ 27 /2001 20: 31 8284653050 WRC IrJC PAGE 01
?M
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
JR 1.0.80X25201,RALEIGKNC 2761.1-5201 DAVID MCCOY
JAMES t3. Hl1PIT
,
GOVMwoa PRONE (9t9)733.2120 SECRETARY
November 20, 2000
Mr. Donnie R. Johnson, Superintendent
Ashe County Board of Education
P. O. Box 604
Jefferson, NC 28640
SUBJECT: Break in Controlled Access Right of Way
Dear I &. Johnson:
At it's October meeting, the Right of Way Disposal and Control of Access Committee reviewed'.
the request from Ashe County Board of Education for a break in the control of access on US 231
south of West Jefferson. The break was requested to provide for a drive to a proposed new
elementary school. This request has been approved with the following conditions:
• Access is conditional upon land remaining as a school site. If land use changes to anything
other than a school site, access will be revoked and access to US 221 will be closed and
fenced.
• Access is for public benefit in providing at safer access to the proposed consolidated
elementary school than exists at the existing Fleetwood and Jefferson sites. No other access
for private and/or commercial purposes will be considered for this location.
• Prelimitsary review of the "rough" site plan indicates less than desirable internal
storage/stacking stem length.. This feature and all geometric features along US 221 must be''
approved by the Traffic Engineering Branch before building donstruction begins..
No internal access from school site to adjacent Parcels will be allowed.
• The existing cut slope along US 221 southwest of the proposed access must be removed to
provide better sight distance at the access point.
P.o. BM 250, N. WiLimtea o, NC 29639
pmom [phone] FAx[phone]
013/27,12091 2L: 31 8284653050 ttNRi ItJC PAEE 02
Donnie R. Johnson
November 20, 2000
Page 2
Since this access will serve a public school, enhancement fees will be waived. Our Right of Way
Department will be contacting you to facilitate implementation of this access break.
If additional information is needed, please call me at [phone].
Yours Very Truly,
R C. McCann, PE
Division Engineer
RCMCJrcmc
cc: Sam Erby, Jr.
Wayne Atkins, PE
Doug Tetzlaff
Joe Thompson
0

Wetland and
Natural Resource
Consultants, Inc.

Cc:
Newton Office
11 South College Ave. Sulte 203
PO Box 224
Newton, NC 28658
1 828-465 - 3035
828,465,1.3050 Fax
wnrlnc@aol,com
NC DWQ
Attn: Mr. Rob Ridings
2321 Crabtree Blvd
Raleigh, NC 27604
r?
October 3, 200'1
RE: Nationwide Permit Application
West Jefferson / Fleetwood Elementary School
West Jefferson, Ashe County, NC
Attached is a permit application that the US Post Office attempted to deliver to your office bn
September 6"', 18°i, and 28 h. The Post Office tells me that there was no one to sign for the
package on any of these dates. We request an expedited review because of an apparent !lack
of office staff in the main office. The application was concurrently sent to the DWQ Winston
Salem Regional Office, the NC Wildlife Resources Commission and the US Army Corps of
Engineers. All of the aforementioned offices have reviewed the application.
Ms. Jennifer Frye has reviewed the package and we have met with her in anticipation of her
issuing the cert out of the Winston Salem Regional Office. Attached is some information that
she has requiested.
Permit Attachments and Clarification
Permit Application Form:
1. Item XI on application: Storm water management will be consistent with ORW
strategies.
2. Item X on application: Waste disposal will be through municipal facilities located in
West Jefferson.
Permit Application Narratives:
1. Impact Summary: Final line should read 300 linear feet, not 365.
Addendums for the File
1. Letters: Attached are NC DOT summarizing cut and fill requirements.
2. Maps: Attached are copies of sediment and erosion control maps.
0nk you for your co ideration,
s Huysm n
n
Todd Tugwell
Jennifer Frye
j
WayneS?iNO Office
82 Popldr Street
PO Box 03 j
Hazelwood, NC 28 38
828.,-454-5033
828-45 .5033 Fa
wnrinc ol.com
i
09i37i3001 3E: 31 8284653050 LkNRC INC PAGE 03
r
w i
STATE of NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
Michael F. Easley P.o. Bos 2no1, Rusk NC 27611-5201 LyNw T1rPETT
GOVERNOR PhM1(919)713-2320 SECRETARY
August 21, 2001
Mr. Donnie R. Johnson, Superintendent
Ashe County Board of Education
P. 0. Box 604, 320 South Street
Jefferson, North Carolina 28640
Dear Mr. Johnson:
This is to confirm and document our meeting on August 8'", 2001 regarding the new
West Jefferson 1 Fleetwood Elementary School located on US 221 in Ashe County.
You advised that there was a lot of excess material (approximately 135,000 CY of
waste excavation including the cut slope on the right of way) on the school site.
In addition, concern was expressed for both the cost of removing the material from the
right of way as well as the astronomical cost cf the use of nearby property to place the
excess material on. This would result in a higher elevation of finish grade of the pad for
the school than was desirable.
i
You inquired as to whether the existing cut slope along US 221 souUwmt of the
proposed access had to be removed entirely or if some of it could remain. You also
asked if some of the material could be placed on the right of way and if the DeparlmeM
could assist in funds other than those used for school bus drives and parking.
Following is a summary of what the Department can approve and the funding that can
and will be pursued:
Division Operations Engineer W. 0. Atians, PE informed at the meeting that this
Department is willing to allow the placement of fill material on the right of wary
below the proposed new driveway by encroachment agreement. The approval,
would be subject to the Board of Education securing all, environmental permits
and complying with all of the requirements and conditions of the environmental
'perrnits. This would require the submission of an original and seven (7) copies
of the plans. The area of flfi would have to be adjacent to the school property.
Bo Am v U?xrw Nft a
P. 0. DRAWER 230, GRAMME Fxv. NC 28630
pa:t [phone] FN[ (SM 346.1926
013127/ 2931 26: 31 8284653056
Mr. Donnie Johnson
August 21, 2001
Page 2
NWC I[c
PAGE 04
It was stated at the meeting by Division Operations EnglneW Atkins that without
a review of the plans, the cut slope along US 221 southwest of the new access
would have to be taken down level with US 221 as required by the approval of
the Break in Control of Access. The plans were submitted, have been review4d,
and the cut slope must be taken down as you were advised on August 16, 2061
by Wayne Atkins.
I informed that we wanted to help Ashe County Schools in any way possible and
are willing to pursue securing the following funds:
S 50,000 from School Access Funds for the School Bus Drive and Bust
Parking.
$ 150,000 from Spot Safety Funds for the Turn Lane and Tapers, School
Zone Flashers and Improvement of Sight Distance when funding is
avail".
It is our understanding that you plan on opening this new school in August 2003. It was
a pleasure meeting with you and we took forward to working with the School Systeml
If you have questions or additional information is needed, please advise-
Yours very truly,
Sam Erby, Jr.
Board Member
SEMOA:wa •,
cc: R. C. McCann, PE
M. A. Pettii0n, PE
W. 0. Atkins, PE
J. D. Ledbetter, PE
D. J. Tetzleff
it
III
09/ 2 r /2001 20:31 8284653050 WNRC irlC PAGE 131
I
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
JAMES El. HUNT, JR. 1.o. BOX 21201, RAWGKNC 21611-5201 DAVID MCCOY
GOVERN M PHONE [phone] SECRETARY
November 20, 2000
'i
Mr. Donnie R Johnson, Superintendent
Ashe County Board of Education
P. O. Box 604
Jefferson, NC 28640
i
SUBJECT: Break in Controlled Access Right of Way
Dear Mr. Johnson:
At it's October meeting, the Right of Way Disposal and Control of Access Committee reviewed
the request from Ashe county Board of Education for a break in the control of access on US 22 1
south of West Jefferson. The break was requested to provide for a drive to a proposed new
elementary school. This request has been approved with the following conditions:
• Access is conditional upon land remaining as a school site. If land use changes to anything
ocher than a school site, access will be revoked and access to US 221 will be closed and
fenced.
• Access is for public benefit in providing a safer access to the proposed consolidated
elementary school than exists at the existing Fleetwood and Jefferson sites. No other access
for private and/or commercial purposes will be considered for this location.
• Preliminary review of the "rough" site plan indicates less than desirable internal
storage/stacking stem length. This feature and all geometric features along US 221 must be
approved by the Traffic Engineering Branch before building donstruction begins..
• No internal access from school site to adjacent parcels will be allowed.
• The existing cut slope along US 221 southwest of the proposed access must be removed to
provide better sight distance at the access point.
P.O. BOX 250, N. WKXL KWA NC 22659
P"OW(336)667-91 1 1 FAX[phone]
I
III
f
0y/??j2001 2E: 31 8?84b53050 WNRC INC P4GE 02
v
Donnie R. Johnson
I November 20, 2000
Page 2
Since this access will serve a public school, enhancement fives will be waived. Our Right of Way
Department will be contacting you to facilitate implementation of this access break.
If additional information is needed, please call me at [phone].
Yours Very Truly,
I
R C. McCann, PE
Division Engineer
RCMClrcmc
CC., Sam Erby, Jr.
Wayne Atkins, PE
Doug Tetzlaff
Joe Thompson
i
C
'? i
Wetland and
Natural Resource
Consultants, Inc.
`'•`""' October 3, 2001
NC DWQ
Attn: Mr. Rob Ridings
2321 Crabtree Blvd
Raleigh, NC 27604
RE: Nationwide Permit Application
West Jefferson / Fleetwood Elementary School
West Jefferson, Ashe County, NC
Attached is a permit application that the US Post Office attempted to deliver to your office on
September 6"', 18'h, and 28th. The Post Office tells me that there was no one to sign for the
package on any of these dates. We request an expedited review because of an apparentj lack
of office staff in the main office. The application was concurrently sent to the DWQ Winston
Salem Regional Office, the NC Wildlife Resources Commission and the US Army Corps of
Engineers. All of the aforementioned offices have reviewed the application.
Ms. Jennifer Frye has reviewed the package and we have met with her in anticipation of her
issuing the cert out of the Winston Salem Regional Office. Attached is some information that
she has requiested.
Permit Attachments and Clarification
Permit Application Form:
1. Item XI on application: Storm water management will be consistent with ORW
strategies.
2. Item X on application: Waste disposal will be through municipal facilities located in
West Jefferson.
Permit Application Narratives:
1. Impact Summary: Final line should read 300 linear feet, not 365.
Addendums for the File
1. Letters: Attached are NC DOT summarizing cut and fill requirements.
2. Maps: Attached are copies of sediment and erosion control maps.
nk you for your co ideration,
ris Huysman
Cc:
Newton Office
11 South College Ave. Suite 203
PO Box 224
Newton, NC 28658
828-465.3035
828."4653050 Fax
wndnc@aol,com
Todd Tugwell
Jennifer Frye
Waynesville Oft
82 Poplot Street
PO Box 53
Hazelw od; NC 2
828-A-45 A-5033
828-45 -65033 F
wndnc ool,com

09i27/2001 2E:31 82846-o3050
kNP.C INC
t-Z-C' M ?11'
STATE of NORTH CAROLINA
DEPARTMENT QF T12ANSPORTAnoN
Michact F. Easley P.O. Sm 27201. Rdeis. NC 27611-5201 LYN E* TIPPE'T'[
(IOVERWR Pnoms [phone] . SECUTARY
August 21, 2001
1,
Mr. Donnie R. Johnson, Superintendent
Ashe County Board of Education
P. 0. Box 604, 320 South Street
Jefferson, North Carolina 28"0
Dear Mr. Johnson:
PAGE 03
This is to confirm and document our meeting on August 6", 2001 regarding the new
West Jefferson / Fleetwood Elementary School located on US 221 in Ashe County.
You advised that there was a lot of excess material (approximately 135,000 CY of
waste excavation including the cut slope on the right of way) on the school site.
In addition, concern was expressed for both the cost of removing the material from the
right of way as well as the astronomical cost of the use of nearby property to place the
excess material on. This would result in a higher elevation of finish grade of the pad for
the school than was desirable.
You inquired as to whether the existing cut slope along US 221 southwest of the
proposed access had to be removed entirely or if some of it could remain. You also
asked if some of the material could be placed on the right of way and if the Departrneht
could assist in funds other than those used for school bus drives and parking.
Following is a summary of what the Department can approve and the funding that can
and will be pursued:
Division Operations Engineer W. 0. Atkins, PE informed at the meeting that th4
Department is witting to allow the placement of fill material on the right of way
below the proposed new ddvftW by encroachment agreemern. The approval
would be subject to the Board of Education securing all* environmental permits
and complying with all of the requirwTionts and conditions of the environmental
'permits. This would require the submission of an original and seven (7) copies;
of the plans. The area of flU would have to be adjacent to do school property.
&-M PJIDr. A1.,
DamD w T Amom Arm Nkum
P.O. 05AWSt 230, rA^Knz FALLS.. NC 2!630
?me (#M 396-3364 FAX (SM 396.1996

09i2?f-9d1 26:31 8284653050
Mr. Donnie Johnson
August 21, 2001
Page 2
WWC IhJc
PAGE 04
it was stated at the meeting by Division Operations Engineer Atkins that without
a review of dw plans, the cut slope along US 221 southwest of the new access
would have to be taken down level with US 221 as required by the approval df
the Break in Control of Access. The plans were submitted, have been revie%?ed,
and the cut slope must be taken down as you were advised on August 16, 20,01
by Wayne Atkins.
I informed that we wanted to help Ashe County Schools in any way possible and
are willing to pursue securing the tbllowing funds:
s 50,000 from School Access Funds for the School Bus Drive and Bus;
Parking.
$ 150,000 tom Spot Safety Funds for the Turn Lane and Tapers, School
Zone Flashers and Improvement of Sight Distance whe.n fundiino is
ail
It is our understanding that you plan on opening this new school in August 2003. It was
a pleasure meeting with you and we look forward to working with the School System.
If you have questions or additional information is needed, please advise.
Yours very truly,
Sam Eft, Jr.
Board Member
I
SE/WOA:we
cc: R. C. McCann, PE
M. A Pett*hn, PE
W. O. Atkins, PE
J. D. Ledbetter, PE
D. J. T4fteff
Post Ofice BoX88
COEN DESIGN Patterson, North Carolina 28681
828-757-3080 w
828-2857138 cell
EVER"41'5- ANDSC*E Email: [e-mail]
October 4, 2001
r.
Mr. Lee Spencer, PE
Regional Engineer, DENR Land Quality
585 Waughtown Street
Winston-Salem, North Carolina 27107 ,p
Re: New Fleetwood Elementary School Ashe County, CHECKLIST ITEMS
Dear Mr. Spencer.
Attached please find two sets of prints for the above named project. Revisions have been made to the
drawings based on checklist items prepared by C. Scott Sink, EIT. The following revisions have been
made:
• We have clearly defined the construction limit/clearing limit for the work.
• We have combined Sediment Basin #1 and #2 to an inlet type basin at "L" and revised the
Construction Sequence such that this system and the extension of the existing 24" pipe along with
the inlet type basins are constructed first. All other inlets in this system are provided with inlet
protection.
The temporary diversion swale graphic was omitted between basins #12 and #13. This has now
been indicated on the plan.
• We have added diversion berms and slope drains to all slopes over 8' as requested.
• We have combined basin #10 and #13 so the discharge is on natural ground.
• We have modified the Sediment Basin Detail to show a minimum of 12" of #57 washed stone.
We have modified the Construction Entrance Detail to show 2-3" coarse aggregate stone.
If you have any questions regarding this submittal, please do not hesitate to call.
Sincerely,
Duane Coen, RLA, ASLA
CLARB Certified Landscape Architect
Cc: Mr. Larry Greene, ALA, Fbwell Associates Architects
SITEWORK CALCULATIONS
Fleetwood Elementary School
ASHE COUNTY, NORTH CAROLINA
HOWELL ASSOCIATES ARCHITECTS
JULY 2, 2001
Revised September 18, 2001
Revised October 4, 2001
PREPARED BY
COEN DESIGN
SITE PLANNING - LANDSCAPE ARCHITECTURE
POST OFFICE BOX 88, PATTERSON, NORTH CAROLINA 28661, 828-757-3080
Emni I: [e-mail]
SITEWORK CALCULATIONS
FLEETWOOD ELEMENTARY SCHOOL, ASHE COUNTY, North Carolina
Prepared by COEN DESIGN, Patterson, North Carolina
cTnDMM/ATFD DI )MnFF CALCULATIONS (Using Rationale Formula: Q10=00)
vMARK , • IA DA H L ` TO Tc2 I C 010
A 0.63 0.63 1.5 100 0.5 0.5 6.97 0.7 3.07
B 0.58 0.58 2 160 0.8 0.8 6.97 0.7 2.83
C 0.22 1.43 3 100 0.4 1.1 6.97 0.7 6.98
D 1.61 3.04 6 360 1.4 1.8 6.97 0.7 14.83
E - 3.04 - - - 1.8 6.97 0.7 14.83
F 0.69 0.69 51 250 0.4 0.4 6.97 0.7 3.37
G 0.51 0.51 1.5 60 0.4 0.4 6.97 0.7 2.49
H 0.22 0.73 1 90 0.4 0.6 6.97 0.7 3.56
1 0.79 2.21 42 300 0.5 1 6.97 0.7 10.78
J 0.44 .2.65 3 150 0.6 1.3 6.97 0.7 12.93
K - 2.65 - - - 1.3 6.97 0.7 12.93
L 7.97 7.97 56 850 4 4.6 6.97 0.7 38.89
M 0.31 8.28 10 200 0.6 4.9 6.97 0.7 40.40
N 0.6 8.88 10 325 1 5.5 6.82 0.7 42.39
0 0.38 9.26 12 200 0.5 5.7 6.77 0.7 43.88
P - 6.82 160 800 3 7.2 6.47 0.7 30.89
Q 0.15 16.23 2 80 0.4 7.4 6.37 0.7 72.37
R - 16.23 - - - 7.4 6.37 0.7 72.37
1 - 2.64 60 540 1 1 6.97 0.7 12.88
2 - 0.45 5 200 0.8 0.8 6.97 0.7 2.20
3 - 1 40 360 1.5 1.5 6.97 0.7 4.88
4 - 1.48 46 570 3 3 6.97 0.7 7.22
5 - 4.46 54 750 3.5 3.5 6.97 0.7 21.76
6 - 3.51 54 850 4 4 6.97 0.7 17.13
7 - 1.37 26 1000 6.5 6.5 6.51 0.7 6.24
8 - 1.53 54 1120 7.5 7.5 6.37 0.7 6.82
C= .70 for Neighborhood School. #1 - #8 are stormwater channels.
II
MARK
A
B
C Q
3.07
2.82
6.97 TOP
3307.00
3307.00
3307.00 INV.IN
-
-
3302.50 INV. OUT
3303.20
3303.30
3302.00 PIPE
15"
15"
18" L
70
80
200 SLOPE
0.01
0.01
0.02 d10
0.9
0.9
1.1 00
5
5
8 Hw/D :
0.8
0.7
1.05 HW
1
0.87
1.57 Hw elev.
3304.20
3304.17
3303.57
D 14.83 3303.00 3298.00 3282.00 24" 100 0.06 1 15 1.1 2.2 3284.20
E 14.83 - - 3276.00 FES - - - - - - -
F 3.37 3309.00 - 3304.20 15" 120 0.01 1 5 0.85 1.06 3305.26
G 2.49 3307.80 - 3304.40 15" 80 0.01 1 4 0.75 0.94 3305.34
H 3.56 3307.90 3303.60 3303.50 15" 50 0.01 1 5 0.9 1.12 3304.62
1 10.78 3310.00 3303.00 3302.95 24" 135 0.01 1.4 7 0.9 1.8 3304.75
J 12.93 3307.50 3301.60 3301.50 24" 150 0.01 1.8 7 1 2 3303.50
K 12.93 - - 3300.00 FES - - - - - - -
L 38.88 - 3292.00- - 42" 20 0.01 2.2 10 0.85 2.97 3294.97
M 40.40 3298.40 3291.80 3291.00 42" 40 0.01 2.2 10 0.85 2.97 3293.97
N 42.39 3298.40 3290.60 3290.00 42" 160 0.025 1.8 12 0.86 3.01 3293.01
O 43.88 3296.00 3286.00 3278.30 42" 160 0.03 1.8 13 0.87 4.8 3283.10
P 30.88 3291.00 3275.28 3275.00 36" 150 0.01 2.2 9 0.9 2.7 3277.70
Q 72.40 3287.00 3273.50 3262.80 48" 140 0.02 2.5 15 1 4 3266.80
R 72.40 - - 3260.00 FES - - - - - - -
PIPE SIZE CALCULATIONS (Usin U51)OT Hds #3)
Note all piping to be fully asphalt coated or aluminized corrugated metal pipe .
indicated. Pipe slope given in feet per foot, for percent slope; multiply by 100.
vary. Note: mark "P" is existing 24" cmp.
CHECK FOR OUTLET CONTROL (HW= H=ho-Lso)
064 thickness unless otherwise
Note: Actual pipe lengths may
MARK Q PIPE LENGTH Ke H do ho SLOPE LS HW
A 3.07 1.25 70 0.5 0.4 0.6 0.92 0.01 0.7 0.62
B 2.82 1.25 80 0.5 0.4 0.5 0.87 0.01 0.8 0.47
C 6.97 1.5 200 0.5 2.6 0.7 1.1 0.02 4 0
D 14.83 2 100 0.5 1 1.2 1.6 0.06 6 0
F 3.37 1.25 120 0.5 0.9 0.6 2.25 0.01 1.2 1.95
G 2.49 1.25 80 0.5 0.6 0.5 2.15 0.01 0.8 1.95
H 3.56 1.25 50 0.5 0.4 0.6 2.25 0.01 0.5 2.15
1 10.78 2 135 0.5 1.6 1.2 2 0.01 1.35 2.25
J 12.93 2 150 0.5 1.9 1.2 1.6 0.01 1.5 2
L 38.88 3.5 20 0.7 0.4 2 2.75 0.01 0.2 2.95
M 40.40 3.5 40 0.5 0.4 2 2.75 0.01 0.4 2.75
N 42.39 3.5 160 0.5 3.4 2.05 2.9 0.025 4 2.3
O 43.88 3.5 160 0.5 3.4 2.1 4.3 0.03 4.8 2.9
P 30.88 3 150 0.5 2.8 1.7 2.35 0.01 1.5 3.65
Q 72.40 4 140 0.5 3.8 2.6 3.3 0.02 2.8 4.3
I
RIP-RAP APRON SCHEDULE (Using NC DESIGN MANNUAL)
---- -----
OUTLET --------
Q ---
PIPE
TW
LENGTH
WIDTH
d50
Thickness
E 14.83 24" MIN. 12' 14' 1 2.25
K 12.93 24" MIN. 12' 14' 1 2.25
R 72.4 48" MIN. 22' 26' 1 2.25
NOTE: TAPER ALL APRONS TO STORMWATER CHANNELS WHERE PRESENT.
STORMWATER CHANNEL CALCULATIONS (Using NC DESIGN MANNUAL)
MARK Q10 d s T liner "n" width side V10 Channel
1 12.88 62.4 0.36 0.02 0.45 0.045 15 2to1 2.32 GRASS
2 2.19 62.4 0.14 0.05 0.43 0.045 8 2to1 1.95 6RA55
3 4.88 62.4 0.28 0.05 0.87 0.065 8 2to1 2.12 STRAW NET
4 7.22 62.4 0.305 0.026 0.49 0.045 10 2to1 2.33 GRASS
5 21.76 62.4 0.38 0.05 1.18 0.036 12 2to1 4.68 Synthetic Mat
6 17.12 62.4 0.47 0.05 1.43 0.065 12 2to1 2.97 Straw Net
7 6.24 62.4 0.216 0.027 0.36 0.036 12 2to1 2.39 5 nthetic Mat
8 6.82 62.4 0.203 0.33 4.11 0.104 12 2to1 2.78 15" kip Rap
FILTER BASIN SCHEDULE
Basin Disturbed Rq Stor cu/ft Size cu/ft provd. DA c I Q10 Weir
1 7.69 13957 35x145x3 15225 7.69 0.6 6.8 31.375 16'

3 4.04 7332.6 35x75x3 7875 4.04 0.6 6.8 16.483 10'
4 3.58 6497.7 32x70x3 6720 3.58 0.6 6.8 14.606 10'
5 1.67 3031.05 25x50x3 3750 1.67 0.6 6.8 6.8136 10'
6 0.44 798.6 15x30x3 1350 0.44 0.6 6.8 1.7952 10'
7 0.92 1669.8 20x4Ox3 2400 0.92 0.6 6.8 3.7536 10'
8 1.6 2904 25x50x3 3750 1.6 0.6 6.8 6.528 10'
9 0.56 1016.4 15x30x3 1350 0.71 0.6 6.8 2.8968 10,

11 1.32 2395.8 20x4Ox3 2400 1.32 0.6 6.8 5.3856 10'
12 1.3 2359.5 20x4Ox3 2400 1.3 0.6 6.8 5.304 10'
13 0.95 1724.25 20x4Ox3 2400 1.53 0.6 6.8 6.2424 10'
BA5ED ON I INCH PER ACRE PER YEAR SEDIMENT LOSS FOR A ONE YEAR CONSTRUCTION
PERIOD. FILTER BASINS #3-4 SHALL BE ROCK DAM TYPE BASINS. FILTER BASIN #1 AND #8
ARE INLET TYPE BASINS.

i
rr -r-_ r-, n w CTAI -rn eo CGSrTP:KlrV (Rncin ciirfnro Aron Acres = _01 x.beak flow cfs)
Basin DA 1 C Q2 70% (Q2x435) Surface sf. Provided
1 7.69 5 0.3 11.535 5017.725 4725

3 4.04 5 0.3 6.06 2636.1 2625
4 3.58 5 0.3 5.37 2335.95 2240
5 1.67 5 0.3 2.505 1089.675 1250
6 0.44 5 0.3 0.66 287.1 450
7 0.92 5 0.3 1.38 600.3 800
8 1.6 5 0.3 2.4 1044 1250
9 0.71 5 0.3 1.065 463.275 450

11 1.32 5 0.3 1.98 861.3 800
12 1.3 5 0.3 1.95 848.25 800
13 1.53 5 0.3 2.295 998.325 800
CONSTRUCTION SEQUENCE
1. Obtain plan approval from DENR. A pre-construction conference may be required, contact
NC DENR prior to beginning work.
2. Install temporary gravel construction entrance. Install pipe P-Q-R and L-M-N-O and inlet type
sediment basins #1 and #8. Install Silt Fence. Install remaining Sediment Basins and diversion
swales to basins as shown
3. Clear site to construction limits shown. Grade site. Begin building construction.
4. Stabilize completed areas with gravel and grass as required. Install stone base for roadway and
parking. Install storm drainage and all other underground utilities as approved. Inspection by
conservation inspector.
5. Complete grading. Sediment control measures to remain until stabilization is complete. Basins to be
cleaned out when 50% full or less.
6. When site is to final grade stabilize all disturbed areas with permanent cover. Temporary sediment
control measures to remain throughout construction.
7. After permanent site stabilization is achieved, remove all erosion control measures and stabilize
areas disturbed by such removals with permanent cover.
8. Obtain final inspection by conservation inspector.
9. Total disturbed acres are 24.07 acres or less.
I
SEEDING SPECIFICATION
3:1 SLOPES OR FLATTER
1. Apply agricultural lime at rate of 90lbs/1000 sq. ft.
2. Apply 10-10-10 commercial Organic Fertilizer at rate of 20 Ibs/1000 sq. ft.
3. Seed in accordance with following schedule:
DATE TYPE RATE
July 15-August 30 Reliant Hard Fescue 250 lb./acre
Sept. 1-May 15* Reliant Fescue and Abruzzi Rye 275lbs/acre
May 15-July 15* Reliant Fescue and Millet 290 lb./acre
4. Mulch with straw at the rate of 75-100 Ibs11000 sq. ft.
SLOPES GREATER THAN 3:1
1. Apply agricultural lime at rate of 90lbs11000 sq..ft.
2. Apply 10-10-10 commercial Organic Fertilizer at rate of 20 Ibs11000 sq. ft.
3. Seed in accordance with following schedule:
DATE TYPE RATE
July 15-August 30 Reliant Fescue + Crown Vetch 260 lb./acre
Sept. 1-May 15* Reliant Fescue and Abruzzi Rye 275lbs/acre
May 15-July 15* Reliant Fescue and Millet 290 lb./acre
4. Mulch with straw at the rate of 75-100 Ibs11000 sq. ft.
*Temporary, re-seed September 1 at recommended rates.
SEEDBED PREPARATION NOTES
1. Surface water control measures to be installed according to plan.
2. Areas to be seeded shall be ripped and spread with available topsoil 3' deep. Total seedbed
prepared depth shall be 4' to 6'.
3. Loose rocks, roots and other obstructions shall be removed from the surface so that they will not
interfere with establishment and maintenance of vegetation. Surface for final seedbed
preparation, at finish grades shown, shall be reasonably smooth and uniform.
4. If no soil test is taken, fertilizer and lime to be according to seeding specifications. In addition,
provide 15 Ibs/1000 sq. ft. superphosphate.
5. If soil test is taken, provide lime and fertilizer according to soil test report.
6. Lime and fertilizer shall be applied uniformly and mixed with the soil during seedbed preparation.
GRADED SLOPES AND FILLS
The angle for graded slopes and fills shall be no greater than the angle which can be retained by
vegetative cover or other adequate erosion control devices or structures. In any event, slopes left
exposed shall, within 30 working days of completion of any phase of grading, be planted or otherwise
provided with ground cover, devices, or structures sufficient to restrain erosion.
GROUND COVER
Whenever land-disturbing activity is undertaken on a tract comprising more than one acre and if more
than one contiguous acre is uncovered a ground cover sufficient to restrain erosion must be planted or
otherwise provided within 30 working days on that portion of the tract which further active
construction is not being undertaken.
DEHNR LAND QUALITY may require additional erosion control measures as required to meet the
requirements of the Sediment and Pollution Control Act of 1973.
If P2"s' Ofice Box 88
COEN DESIGN .°o Carolina 28881
828-265-7136 cell
SUERAN4M-IA435C.APEA4G476MRE Email: &[e-mail]
October 4, 2001
Mr. Lee Spencer, PE
Regional Engineer, DENR Land Quality
585 Waughtown Street
Winston-Salem, North Carolina 27107
Re: New Fleetwood Elementary School Ashe County, CHECKLIST ITEMS
Dear Mr. Spencer.

Attached please find two sets of prints for the above named project. Revisions have been made to the
drawings based on checklist items prepared by C. Scott Sink, EIT. The following revisions have been
made:
• We have clearly defined the construction limit/clearing limit for the work.
We have combined Sediment Basin #1 and #2 to an inlet type basin at "L" and revised the
Construction Sequence such that this system and the extension of the existing 24" pipe along with
the inlet type basins are constructed first. All other inlets in this system are provided with inlet
protection.
• The temporary diversion swale graphic was omitted between basins #12 and #13. This has now
been indicated on the plan.
• We have added diversion berms and slope drains to all slopes over 8' as requested.
• We have combined basin #10 and #13 so the discharge is on natural ground.
• We have modified the Sediment Basin Detail to show a minimum of 12" of #57 washed stone.
• We have modified the Construction Entrance Detail to show 2-3" coarse aggregate stone.
If you have any questions regarding this submittal, please do not hesitate to call.
Sincerely,
Duane Coen, RLA, ASLA
CLARB Certified Landscape Architect
Cc: Mr. Larry Greene, ALA, Hovidl Associates Architects
I

SITEWORK CALCULATIONS
Fleetwood Elementary School
ASHE COUNTY, NORTH CAROLINA
HOWELL ASSOCIATES ARCHITECTS
JULY 2, 2001
Revised September 18, 2001
Revised October 4, 2001
PREPARED BY
COEN DESIGN
SITE PLANNING - LANDSCAPE ARCHITECTURE
POST OFFICE BOX 88, PATTERSON, NORTH CAROLINA 28661, 828-757-3080
Email: [e-mail]
I ' .
SITEWORK CALCULATIONS
FLEETWOOD ELEMENTARY SCHOOL, ASHE COUNTY, North Carolina
Prepared by COEN DESIGN, Patterson, North Carolina
c-rnDAAXA/ATFR RI )mnFF CALCULATIONS (Usina Rationale Formula; Q10=Cia)
MARK IA DA H L Tc1 Tc2 I C 010
A 0.63 0.63 1.5 100 0.5 0.5 6.97 0.7 3.07
B 0.58 0.58 2 160 0.8 0.8 6.97 0.7 2.83
C 0.22 1.43 3 100 0.4 1.1 6.97 0.7 6.98
D 1.61 3.04 6 360 1.4 1.8 6.97 0.7 14.83
E - 3.04 - - - 1.8 6.97 0.7 14.83
F 0.69 0.69 51 250 0.4 0.4 6.97 0.7 3.37
G 0.51 0.51 1.5 60 0.4 0.4 6.97 0.7 2.49
H 0.22 0.73 1 90 0.4 0.6 6.97 0.7 3.56
1 0.79 2.21 42 300 0.5 1 6.97 0.7 10.78
J 0.44 2.65 3 150 0.6 1.3 6.97 0.7 12.93
K - 2.65 - - - 1.3 6.97 0.7 12.93
L 7.97 7.97 56 850 4 4.6 6.97 0.7 38.89
M 0.31 8.28 10 200 0.6 4.9 6.97 0.7 40.40
N 0.6 8.88 10 325 1 5.5 6.82 03 42.39
O 0.38 9.26 12 200 0.5 5.7 6.77 0.7 43.88
P - 6.82 160 800 3 7.2 6.47 0.7 30.89
Q 0.15 16.23 2 80 0.4 7.4 6.37 0.7 72.37
R - 16.23 - - - 7.4 6.37 0.7 72.37
1 - 2.64 60 540 1 1 6.97 0.7 12.88
2 - 0.45 5 200 0.8 0.8 6.97 0.7 2.20
3 - 1 40 360 1.5 1.5 6.97 0.7 4.88
4 - 1.48 46 570 3 3 6.97 0.7 7.22
5 - 4.46 54 750 3.5 3.5 6.97 0.7 21.76
6 - 3.51 54 850 4 4 6.97 0.7 17.13
7 - 1.37 26 1000 6.5 6.5 6.51 0.7 6.24
8 - 1.53 54 1120 7.5 7.5 6.37 0.7 6.82
C= .70 for Neighborhood School. #1 - #8 are stormwater channels.
f , .
n-nr- r?r7r ^A1 -1 II ATTPIAIG /11..7.- I ichrT u4c i±,R)
MARK Q TOP INV.IN INV. OUT PIPE L SLOPE d10 v10 Hw/D HW Hw elev.
A 3.07 3307.00 - 3303.20 15" 70 0.01 0.9 5 0.8 1 3304.20
B 2.82 3307.00 - 3303.30 15" 80 0.01 0.9 5 0.7 0.87 3304.17
C 6.97 3307.00 3302.50 3302.00 18" 200 0.02 1.1 8 1.05 1.57 3303.57
D 14.83 3303.00 3298.00 3282.00 24" 100 0.06 1 15 1.1 2.2 3284.20
E 14.83 - - 3276.00 FES - - - - - - '
F 3.37 3309.00 - 3304.20 15" 120 0.01 1 5 0.85 1.06 3305.26
G 2.49 3307.80 - 3304.40 15" 80 0.01 1 4 0.75 0.94 3305.34
H 3.56 3307.90 3303.60 3303.50 15" 50 0.01 1 5 0.9 ' 1.12 3304.62
1 10.78 3310.00 3303.00 3302.95 24" 135 0.01 1.4 7 0.9 1.8 3304.75
J 12.93 3307.50 3301.60 3301.50 24" 150 0.01 1.8 7 1 2 3303.50
K 12.93 - - 3300.00 FES - - - - - - -
L 38.88 - 3292.00 - 42" 20 0.01 2.2 10 0.85 2.97 3294.97
M 40.40 3298.40 3291.80 3291.00 42" 40 0.01 2.2 10 0.85 2.97 3293.97
N 42.39 3298.40 3290.60 3290.00 42" 160 0.025 1.8 12 0.86 3.01 3293.01
O 43.88 3296.00 3286.00 3278.30 42" 160 0.03 1.8 13 0.87 4.8 3283.10
P 30.88 3291.00 3275.28 3275.00 36" 150 0.01 2.2 9 0.9 2.7 3277.70
Q 72.40 3287.00 3273.50 3262.80 48" 140 0.02 2.5 15 1 4 3266.80
R 72.40 - - 3260.00 FES - - - - - - -
Note all piping to be fully asphalt coated or aluminized corrugated metal pipe .064 thickness unless otherwise
indicated. Pipe slope given in feet per foot, for percent slope; multiply by 100. Note: Actual pipe lengths may
vary. Note: mark "P" is existing 24" cmp.
rwprk FOR OIITLFT CONTROL (HW= H=ho-Lso)
MARK Q PIPE LENGTH Ke H do ho SLOPE LS HW
A 3.07 1.25 70 0.5 0.4 0.6 0.92 0.01 0.7 0.62
B 2.82 1.25 80 0.5 0.4 0.5 0.87 0.01 0.8 0.47
C 6.97 1.5 200 0.5 2.6 0.7 1.1 0.02 4 0
D 14.83 2 100 0.5 1 1.2 1.6 0.06 6 0
F 3.37 1.25 120 0.5 0.9 0.6 2.25 0.01 1.2 1.95
G 2.49 1.25 80 0.5 0.6 0.5 2.15 0.01 0.8 1.95
H 3.56 1.25 50 0.5 0.4 0.6 2.25 0.01 0.5 2.15
1 10.78 2 135 0.5 1.6 1.2 2 0.01 1.35 2.25
J 12.93 2 150 0.5 1.9 1.2 1.6 0.01 1.5 2
L 38.88 3.5 20 0.7 0.4 2 2.75 0.01 0.2 2.95
M 40.40 3.5 40 0.5 0.4 2 2.75 0.01 0.4 2.75
N 42.39 3.5 160 0.5 3.4 2.05 2.9 0.025 4 2.3
O 43.88 3.5 160 0.5 3.4 2.1 4.3 0.03 4.8 2.9
P 30.88 3 150 0.5 2.8 1.7 2.35 0.01 1.5 3.65
Q 72.40 4 140 0.5 3.8 2.6 3.3 0.02 2.8 4.3
RIP-RAP APRON SCHEDULE (Using NC DESIGN MANNUAL)
OUTLET Q PIPE TW LENGTH WIDTH d50 Thickness
E 14.83 24" MIN. 12' 14' 1 2.25
K 12.93 24" MIN. 12' 14' 1 2.25
R 72.4 48" MIN. 22' 26' 1 2.25
NOTE: TAPER ALL APRONS TO STORMWATER CHANNELS WHERE PRESENT.
5TORMWATER CHANNEL CALCULATIONS (Using NC DESIGN MANNUAL)
MARK Q10 d s T liner "n" width side V10 Channel
1 12.88 62.4 0.36 0.02 0.45 0.045 15 2to1 2.32 GRASS
2 2.19 62.4 0.14 0.05 0.43 0.045 8 2to1 1.95 GRASS
3 4.88 62.4 0.28 0.05 0.87 0.065 8 2tol 2.12 STRAW NET
4 7.22 62.4 0.305 0.026 0.49 0.045 10 2to1 2.33 GRASS
5 21.76 62.4 0.38 0.05 1.18 0.036 12 2tol 4.68 5 n'thetic Mat
6 17.12 62.4 0.47 0.05 1.43 0.065 12 2tol 2.97 Straw Net
7 6.24 62.4 0.216 0.027 0.36 0.036 12 2tol 2.39 Synthetic Mat
8 6.82 62.4 0.203 0.33 4.11 0.104 12 2to1 2.78 15" Rip Ra
FILTER BASIN SCHEDULE
Basin Disturbed Rq Stor cu/ft Size cu/ft provd. DA c 1 Q10 Weir
1 7.69 13957 35xl45x3 15225 7.69 0.6 6.8 31.375 16'

3 4.04 7332.6 35x75x3 7875 4.04 0.6 6.8 16.483 10'
4 3.58 6497.7 32x70x3 6720 3.58 0.6 6.8 14.606 10'
5 1.67 3031.05 25x50x3 3750 1.67 0.6 6.8 6.8136 10'
6 0.44 798.6 15x30x3 1350 0.44 0.6 6.8 1.7952 10'
7 0.92 1669.8 20x4Ox3 2400 0.92 0.6 6.8 3.7536 10'
8 1.6 2904 25x50x3 3750 1.6 0.6 6.8 6.528 10'
9 0.56 1016.4 15x30x3 1350 0.71 0.6 6.8 2.8968 10'

11 1.32 2395.8 20x4Ox3 2400 1.32 0.6 6.8 5.3856 10'
12 1.3 2359.5 20x4Ox3 2400 1.3 0.6 6.8 5.304 10'
13 0.95 1724.25 20x4Ox3 2400 1.53 0.6 6.8 6.2424 10'
BASED ON i INCH PER ACRE PER YEAR SEDIMENT LOSS FOR A ONE YEAR CONSTRUCTION
PERIOD. FILTER BASINS #3-4 SHALL BE ROCK DAM TYPE BASINS. FILTER BASIN #1 AND #8
ARE INLET TYPE BASINS.

1
r-rl --r-r% n w --T A1 Tr1 AD CCCTr'TCPV'V Mescin CIlrfnr0 Arun ArrP_S = _01 x beak flow CIS)
1 A. 1 %-. UN
Basin viva
DA
I ___
C _. __ _ ?_
Q2 -- -- _
70% (Q2x435)
Surface sf. Provided
1 7.69 5 0.3 11.535 5017.725 4725

3 4.04 5 0.3 6.06 2636.1 2625
4 3.58 5 0.3 5.37 2335.95 2240
5 1.67 5 0.3 2.505 1089.675 1250
6 0.44 5 0.3 0.66 287.1 450
7 0.92 5 0.3 1.38 600.3 800
8 1.6 5 0.3 2.4 1044 1250
9 0.71 5 0.3 1.065 463.275 450

11 1.32 5 0.3 1.98 861.3 800
12 1.3 5 0.3 1.95 848.25 800
13 1.53 5 0.3 2.295 998.325 800
CONSTRUCTION SEQUENCE
1. Obtain plan approval from DENR. A pre-.construction conference may be required, contact
NC DENR prior to beginning work.
2. Install temporary gravel construction entrance. Install pipe P-Q-R and L-M-N-O and inlet type
sediment basins #1 and #8. Install Silt Fence. Install remaining Sediment Basins and diversion
swales to basins as shown
3. Clear site to construction limits shown. Grade site. Begin building construction.
4. Stabilize completed areas with gravel and grass as required. Install stone base for roadway and
parking. Install storm drainage and all other underground utilities as approved. Inspection by
conservation inspector.
5. Complete grading. Sediment control measures to remain until stabilization is complete. Basins to be
cleaned out when 50% full or less.
6. When site is to final grade stabilize all disturbed areas with permanent cover. Temporary sediment
control measures to remain throughout construction.
7. After permanent site stabilization is achieved, remove all erosion control measures and stabilize
areas disturbed by such removals with permanent cover.
8. Obtain final inspection by conservation inspector.
9. Total disturbed acres are 24.07 acres or less.

SEEDING SPECIFICATION
3:1 SLOPES OR FLATTER
1. Apply agricultural lime at rate of 90lbs/1000 sq. ft.
2. Apply 10-10-10 commercial Organic Fertilizer at rate of 20 Ibs11000 sq. ft.
3. Seed in accordance with following schedule:
DATE TYPE RATE
July 15-August 30 Reliant Hard Fescue 250 lb./acre
Sept. 1-May 15* Reliant Fescue and Abruzzi Rye 275lbs/acre
May 15-July 15* Reliant Fescue and Millet 290 lb./acre
4. Mulch with straw at the rate of 75-100 Ibs11000 sq. ft.
SLOPES GREATER THAN 3:1
1. Apply agricultural lime at rate of 90lbs/1000 sq..ft.
2. Apply 10-10-10 commercial Organic Fertilizer at rate of 20 Ibs11000 sq. ft.
3. Seed in accordance with following schedule:
DATE TYPE RATE
July 15-August 30 Reliant Fescue + Crown Vetch 260 lb./acre
Sept. 1-May 15* Reliant Fescue and Abruzzi Rye 275lbs/acre
May 15-July 15* Reliant Fescue and Millet 290 lb./acre
4. Mulch with straw at the rate of 75-100 Ibs/1000 sq. ft.
*Temporary, re-seed September 1 at recommended rates.
SEEDBED PREPARATION NOTES
1. Surface water control measures to be installed according to plan.
2. Areas to be seeded shall be ripped and spread with available topsoil Y deep. Total seedbed
prepared depth shall be 4' to 6'.
3. Loose rocks, roots and other obstructions shall be removed from the surface so that they will not
interfere with establishment and maintenance of vegetation. Surface for final seedbed
preparation, at finish grades shown, shall be reasonably smooth and uniform.
4. If no soil test is taken, fertilizer and lime to be according to seeding specifications. In addition,
provide 15 Ibs11000 sq. ft. superphosphate.
5. If soil test is taken, provide lime and fertilizer according to soil test report.
6. Lime and fertilizer shall be applied uniformly and mixed with the soil during seedbed preparation.
GRADED SLOPES AND FILLS
The angle for graded slopes and fills shall be no greater than the angle which can be retained by
vegetative cover or other adequate erosion control devices or structures. In any event, slopes left
exposed shall, within 30 working days of completion of any phase of grading, be planted or otherwise
provided with ground cover, devices, or structures sufficient to restrain erosion.
GROUND COVER
Whenever land-disturbing activity is undertaken on a tract comprising more than one acre and if more
than one contiguous acre is uncovered aground cover sufficient to restrain erosion must be planted or
otherwise provided within 30 working days on that portion of the tract which further active
construction is not being undertaken.
DEHNR LAND QUALITY may require additional erosion control measures as required to meet the
requirements of the Sediment and Pollution Control Act of 1973.
Y Post Office Box 88 rth COEN DESIGN 828s 7`57 3,Bo0 Carolina 28661
828-265-7136 cell
-gTER"Il W7-L11PD5(,APEAR041E L PE Email: [e-mail]
October 4, 2001
Mr. Lee Spencer, PE
Regional Engineer, DENR Land Quality
585 Waughtown Street
Winston-Salem, North Carolina 27107
Re: New Fleetwood Elementary School Ashe County, CHECKLIST ITEMS
Dear Mr. Spencer.
14 J Ae
Attached please find two sets of prints for the above named project. Revisions have been made to the
drawings based on checklist items prepared by C. Scott Sink, EIT. The following revisions have been
made:
We have clearly defined the construction limit/clearing limit for the work.
• We have combined Sediment Basin #1 and #2 to an inlet type basin at "L" and revised' the
Construction Sequence such that this system and the extension of the existing 24" pipe along with
the inlet type basins are constructed first. All other inlets in this system are provided with inlet
protection.
• The temporary diversion swale graphic was omitted between basins #12 and #13. This has now
been indicated on the plan.
• We have added diversion berms and slope drains to all slopes over 8' as requested.
• We have combined basin #10 and #13 so the discharge is on natural ground.
• We have modified the Sediment Basin Detail to show a minimum of 12" of #57 washed stone.
• We have modified the Construction Entrance Detail to show 2-3" coarse aggregate stone.
If you have any questions regarding this submittal, please do not hesitate to call.
Sincerely,
Duane Coen, RLA, ASLA
CLARB Certified Landscape Architect
Cc: Mr. Larry Greene, ALA, Howell Associates Ar+chiteds
f
I
SITEWORK CALCULATIONS
Fleetwood Elementary School
ASHE COUNTY, NORTH CAROLINA
HOWELL ASSOCIATES ARCHITECTS
JULY 2, 2001
Revised September 18, 2001
Revised October 4, 2001
PREPARED BY
COEN DESIGN
SITE PLANNING - LANDSCAPE ARCHITECTURE
POST OFFICE BOX 88, PATTERSON, NORTH CAROLINA 28661, 828-757-3080
Email: [e-mail]
v, .
SITEWORK CALCULATIONS
FLEETWOOD ELEMENTARY SCHOOL, ASHE COUNTY, North Carolina
Prepared by COEN DESIGN, Patterson, North Carolina
GTnDAAM/ATPD Rt 1NnFF CALCULATIONS (Using Rationale Formula: Q10=Cia)
vMARK , • IA DA H L ` Tc1 Tc2 I C 010
A 0.63 0.63 1.5 100 0.5 0.5 6.97 0.7 3.07
B 0.58 0.58 2 160 0.8 0.8 6.97 0.7 2.83
C 0.22 1.43 3 100 0.4 1.1 6.97 0.7 6.98
D 1.61 3.04 6 360 1.4 1.8 6.97 0.7 14.83
E - 3.04 - - - 1.8 6.97 0.7 14.83
F 0.69 0.69 51 250 0.4 0.4 6.97 0.7 3.37
G 0.51 0.51 1.5 60 0.4 0.4 6.97 0.7 2.49
H 0.22 0.73 1 90 0.4 0.6 6.97 0.7 3.56
1 0.79 2.21 42 300 0.5 1 6.97 0.7 10.78
J 0.44 2.65 3 150 0.6 1.3 6.97 0.7 12.93
K - 2.65 - - - 1.3 6.97 0.7 12.93
L 7.97 7.97 56 850 4 4.6 6.97 0.7 38.89
M 0.31 8.28 10 200 0.6 4.9 6.97 0.7 40.40
N 0.6 8.88 10 325 1 5.5 6.82 '03 42.39
O 0.38 9.26 12 200 0.5 5.7 6.77 0.7 43.88
P - 6.82 160 800 3 7.2 6.47 0.7 30.89
Q 0.15 16.23 2 80 0.4 7.4 6.37 0.7 72.37
R - 16.23 - - - 7.4 6.37 0.7 72.37
1 - 2.64 60 540 1 1 6.97 0.7 12.88
2 - 0.45 5 200 0.8 0.8 6.97 0.7 2.20
3 - 1 40 360 1.5 1.5 6.97 0.7 4.88
4 - 1.48 46 570 3 3 6.97 0.7 7.22
5 - 4.46 54 750 3.5 3.5 6.97 0.7 21.76
6 - 3.51 54 850 4 4 6.97 0.7 17.13
7 - 1.37 26 1000 6.5 6.5 6.51 0.7 6.24
8 - 1.53 54 1120 7.5 7.5 6.37 0.7 6.82
C= .70 for Neighborhood School. #1 - #8 are stormwater channels.
f, .
DTDC CT7C /'dl rl 11 ATfnmr. (l)cinn 115nt7T Hds_ #31
MARK
A Q
3.07 TOP
3307.00 INV.IN
- INV. OUT
3303.20 PIPE
15" L
70 SLOPE
0.01 d10
0.9 00
5 Hw/D
0.8 HW
1 Hw elev.
3304.20
B 2.82 3307.00 - 3303.30 15" 80 0.01 0.9 5 0.7 0.87 3304.17
C 6.97 3307.00 3302.50 3302.00 18" 200 0.02 1.1 8 1.05 1.57 3303.57
D 14.83 3303.00 3298.00 3282.00 24" 100 0.06 1 15 1.1 2.2 3284.20
E 14.83 - - 3276.00 FES - - - - - - -
F 3.37 3309.00 - 3304.20 15" 120 0.01 1 5 0.85 1.06 3305.26
G 2.49 3307.80 - 3304.40 15" 80 0.01 1 4 0.75 ;0.94 3305.34
H 3.56 3307.90 3303.60 3303.50 15" 50 0.01 1 5 0.9 1.12 3304.62
1 10.78 3310.00 3303.00 3302.95 24" 135 0.01 1.4 7 0.9 1.8 3304.75
J 12.93 3307.50 3301.60 3301.50 24" 150 0.01 1.8 7 1 2 3303.50
K 12.93 - - 3300.00 FES - - - - - - -
L 38.88 - 3292.00 - 42" 20 0.01 2.2 10 0.85 2.97 3294.97
M 40.40 3298.40 3291.80 3291.00 42" 40 0.01 2.2 10 0.85 2.97 3293.97
N 42.39 3298.40 3290.60 3290.00 42" 160 0.025 1.8 12 0.86 .3.01 3293.01
O 43.88 3296.00 3286.00 3278.30 42" 160 0.03 1.8 13 0.87 4.8 3283.10
P 30.88 3291.00 3275.28 3275.00 36" 150 0.01 2.2 9 0.9 2.7 3277.70
Q 72.40 3287.00 3273.50 3262.80 48" 140 0.02 2.5 15 1 4 3266.80
R 72.40 - - 3260.00 FES - - - - - - -
Note all piping to be fully asphalt coated or aluminized corrugated metal pipe .064 thickness unless otherwise
indicated. Pipe slope given in feet per foot, for percent slope; multiply by 100. Note: Actual pipe lengths may
vary. Note: mark "P" is existing 24" cmp.
CHECK FOR OUTLET CONTROL (HW= H=ho-Lso)
MARK Q PIPE LENGTH Ke H do ho SLOPE LS HW
A 3.07 1.25 70 0.5 0.4 0.6 0.92 0.01 0.7 0.62
B 2.82 1.25 80 0.5 0.4 0.5 0.87 0.01 0.8 0.47
C 6.97 1.5 200 0.5 2.6 0.7 1.1 0.02 4 0
D 14.83 2 100 0.5 1 1.2 1.6 0.06 6 0
F 3.37 1.25 120 0.5 0.9 0.6 2.25 0.01 1.2 1.95
G 2.49 1.25 80 0.5 0.6 0.5 2.15 0.01 0.8 1.95
H 3.56 1.25 50 0.5 0.4 0.6 2.25 0.01 0.5 2.15
I 10.78 2 135 0.5 1.6 1.2 2 0.01 1.35 2.25
J 12.93 2 150 0.5 1.9 1.2 1.6 0.01 1.5 2
L 38.88 3.5 20 0.7 0.4 2 2.75 0.01 0.2 2.95
M 40.40 3.5 40 0.5 0.4 2 2.75 0.01 0.4 2.75
N 42.39 3.5 160 0.5 3.4 2.05 2.9 0.025 4 2.3
O 43.88 3.5 160 0.5 3.4 2.1 4.3 0.03 4.8 2.9
P 30.88 3 150 0.5 2.8 1.7 2.35 0.01 1.5 3.65
Q 72.40 4 140 0.5 3.8 2.6 3.3 0.02 2.8 4.3

RTP-RAP APRON SCHEDULE (Usino NC DESIGN MANNUAL)
OUTLET Q PIPE TW LENGTH WIDTH d50 Thickness
E 14.83 24" MIN. 12' 14' 1 2.25
K 12.93 24" MIN. 12' 14' 1 2.25
R 72.4 48" MIN. 22' 26' 1 2.25
NOTE: TAPER ALL APRONS TO STORMWATER CHANNELS WHERE PRESENT
STORMWATER CHANNEL CALCULATIONS (Using NC DESIGN MANNUAL)
MARK Q10 d s T liner "n" width side V10 Channel
1 12.88 62.4 0.36 0.02 0.45 0.045 15 2to1 2.32 GRASS
2 2.19 62.4 0.14 0.05 0.43 0.045 8 2to1 1.95 GRASS
3 4.88 62.4 0.28 0.05 0.87 0.065 8 2to1 2.12 STRAW NET
4 7.22 62.4 0.305 0.026 0.49 0.045 10 2to1 2.33 GRASS
5 21.76 62.4 0.38 0.05 1.18 0.036 12 2to1 4.68 Synthetic Mat
6 17.12 62.4 0.47 0.05 1.43 0.065 12 2to1 2.97 Straw Net
7 6.24 62.4 0.216 0.027 0.36 0.036 12 2to1 2.39 Synthetic Mat
8 6.82 62.4 0.203 0.33 4.11 0.104 12 2to1 2.78 15" kip Rap
FILTER BASIN SCHEDULE
Basin Disturbed Rq Stor cu/ft Size cu/ft provd. DA c 1 010 Weir
1 7.69 13957 35x145x3 15225 7.69 0.6 6.8 31.375 16''

3 4.04 7332.6 35x75x3 7875 4.04 0.6 6.8 16.483 10'
4 3.58 6497.7 32x70x3 6720 3.58 0.6 6.8 14.606 10"
5 1.67 3031.05 25x50x3 3750 1.67 0.6 6.8 6.8136 10'
6 0.44 798.6 15x30x3 1350 0.44 0.6 6.8 1.7952 10'
7 0.92 1669.8 20x4Ox3 2400 0.92 0.6 6.8 3.7536 10'
8 1.6 2904 25x50x3 3750 1.6 0.6 6.8 6.528 10`
9 0.56 1016.4 15x30x3 1350 0.71 0.6 6.8 2.8968 10'

11 1.32 2395.8 20x4Ox3 2400 1.32 0.6 6.8 5.3856 10'
12 1.3 2359.5 20x4Ox3 2400 1.3 0.6 6.8 5.304 10'
13 0.95 1724.25 20x4Ox3 2400 1.53 0.6 6.8 6.2424 10'
BASED ON INCH PER ACRE PER YEAR SEDIMENT L055 FOR A ONE YEAR CONSTRUCTION
PERIOD. FILTER BASINS #3-4 SHALL BE ROCK DAM TYPE BASINS. FILTER BASIN #1 AND #8
ARE INLET TYPE BASINS.

r-•rl -r-r-n n A ir-m1 11? AD CCCTr'TGP1ry (Rncin Slirfnro Aran Arras = _01 x beak flow cfs)
1 its 1 1_11
Basin V. ?
DA - ..
I -
C
Q2
70% (Q2035)
surface sf. Provided
1 7.69 5 0.3 11.535 5017.725 4725

3 4.04 5 0.3 6.06 2636.1 2625
4 3.58 5 0.3 5.37 2335.95 2240
5 1.67 5 0.3 2.505 1089.675 1250
6 0.44 5 0.3 0.66 287.1 450
7 0.92 5 0.3 1.38 600.3 800
8 1.6 5 0.3 2.4 1044 1250
9 0.71 5 0.3 1.065 463.275 450

11 1.32 5 0.3 1.98 861.3 800
12 1.3 5 0.3 1.95 848.25 800
13 1.53 5 0.3 2.295 998.325 800
CONSTRUCTION SEQUENCE
1. Obtain plan approval from DENR. A pre-construction conference may be required, contact
NC DENR prior to beginning work.
2. Install temporary gravel construction entrance. Install pipe P-Q-R and L-M-N-O and inlet type
sediment basins #1 and #8. Install Silt Fence. Install remaining Sediment Basins and diversion
swales to basins as shown
3. Clear site to construction limits shown. Grade site. Begin building construction.
4. Stabilize completed areas with gravel and grass as required. Install stone base for roadway and
parking. Install storm drainage and all other underground utilities as approved. Inspection by
conservation inspector.
5. Complete grading. Sediment control measures to remain until stabilization is complete. Basins to be
cleaned out when 50% full or less.
6. When site is to final grade stabilize all disturbed areas with permanent cover. Temporary sediment
control measures to remain throughout construction.
7. After permanent site stabilization is achieved, remove all erosion control measures and stabilize
areas disturbed by such removals with permanent cover.
8. Obtain final inspection by conservation inspector.
9. Total disturbed acres are 24.07 acres or less.

SEEDING SPECIFICATION
3:1 SLOPES OR FLATTER
1. Apply agricultural lime at rate of 90lbs11000 sq. ft.
2. Apply 10-10-10 commercial Organic Fertilizer at rate of 20 Ibs11000 sq. ft.
3. Seed in accordance with following schedule:
DATE TYPE RATE
July 15-August 30 Reliant Hard Fescue 250 lb./acre
Sept. 1-May 15* Reliant Fescue and Abruzzi Rye 275lbs/acre
May 15-July 15* Reliant Fescue and Millet 290 lb./acre
4. Mulch with straw at the rate of 75-100 Ibs11000 sq. ft.
SLOPES GREATER THAN 3:1
1. Apply agricultural lime at rate of 90lbs/1000 sq..ft.
2. Apply 10-10-10 commercial Organic Fertilizer at rate of 20 Ibs11000 sq. ft.
3. Seed in accordance with following schedule:
DATE TYPE RATE
July 15-August 30 Reliant Fescue + Crown Vetch 260 lb./acre
Sept. 1-May 15* Reliant Fescue and Abruzzi Rye 275lbs/acre
May 15-July 15* Reliant Fescue and Millet 290 lb./acre
4. Mulch with straw at the rate of 75-100 Ibs11000 sq. ft.
*Temporary, re-seed September 1 at recommended rates.
SEEDBED PREPARATION NOTES
1. Surface water control measures to be installed according to plan.
2. Areas to be seeded shall be ripped and spread with available topsoil 3" deep. Total seedbed
prepared depth shall be 4" to 6".
3. Loose rocks, roots and other obstructions shall be removed from the surface so that they will not
interfere with establishment and maintenance of vegetation. Surface for final seedbed
preparation, at finish grades shown, shall be reasonably smooth and uniform.
4. If no soil test is taken, fertilizer and lime to be according to seeding specifications. In addition,
provide 15 Ibs11000 sq. ft. superphosphate.
5. If soil test is taken, provide lime and fertilizer according to soil test report.
6. Lime and fertilizer shall be applied uniformly and mixed with the soil during seedbed preparation.
GRADED SLOPES AND FILLS
The angle for graded slopes and fills shall be no greater than the angle which can be retained by
vegetative cover or other adequate erosion control devices or structures. In any event, slopes left
exposed shall, within 30 working days of completion of any phase of grading, be planted or otherwise
provided with ground cover, devices, or structures sufficient to restrain erosion.
GROUND COVER
Whenever land-disturbing activity is undertaken on a tract comprising more than one acre and if more
than one contiguous acre is uncovered a ground cover sufficient to restrain erosion must be planted or
otherwise provided within 30 working days on that portion of the tract which further active
construction is not being undertaken.
DEHNR LAND QUALITY may require additional erosion control measures as required to meet the
requirements of the Sediment and Pollution Control Act of 1973.
COEN DESIGN
cMR -LAtZ-S EAW'TT-CRRE
October 4, 2001
Mr. Lee Spencer, PE
Regional Engineer, DENR Land Quality
585 Waughtown Street
Winston-Salem, North Carolina 27107
Post Office Box 88
Patterson, North Carolina 28661
828-757-3080
828-265-7136 cell
Email: dcoenabellsouth.net
Re: New Fleetwood Elementary School Ashe County, CHECKLIST ITEMS
Dear Mr. Spencer.
Attached please find two sets of prints for the above named project. Revisions have been made to the
drawings based on checklist items prepared by C. Scott Sink, EIT. The following revisions have been
made:
• We have clearly defined the construction limit/clearing limit for the work.
• We have combined Sediment Basin #1 and #2 to an inlet type basin at "L" and revised the
Construction Sequence such that this system and the extension of the existing 24" pipe along with
the inlet type basins are constructed first All other inlets in this system are provided with inlet
protection.
• The temporary diversion swale graphic was omitted between basins #12 and #13. This has `now
been indicated on the plan.
• We have added diversion berms and slope drains to all slopes over 8' as requested.
• We have combined basin #10 and #13 so the discharge is on natural ground.
• We have modified the Sediment Basin Detail to show a minimum of 12" of #57 washed stone.
• We have modified the Construction Entrance Detail to show 2-3" coarse aggregate stone.
If you have any questions regarding this submittal, please do not hesitate to call.
Sincerely,
Duane Coen, RLA, ASLA
CLARB Certified Landscape Architect
Cc: Mr. Larry Greene, ALA, Howell Associates Ar+chiteds
SITEWORK CALCULATIONS
Elementary School
Fleetwood
ASHE COUNTY, NORTH CAROLINA
HOWELL ASSOCIATES ARCHITECTS
JULY 2, 2001
Revised September 18, 2001
Revised October 4, 2001
PREPARED BY
COEN DESIGN
SITE PLANNING - LANDSCAPE ARCHITECTURE
POST OFFICE BOX 88, PATTERSON, NORTH CAROLINA 28661, 828-757-3080
Email: [e-mail]
SITEWORK CALCULATIONS
FLEETWOOD ELEMENTARY SCHOOL, ASHE COUNTY, North Carolina
Prepared by COEN DESIGN, Patterson, North Carolina
C--P1nAAIAIATCO of wnm: gal rI11 ATT(')NS f kinn Rationale Formula: 010=Cia)
MARK IA DA H L Tc1 Tc2 I C Q10
A 0.63 0.63 1.5 100 0.5 0.5 6.97 0.7 3.07
B 0.58 0.58 2 160 0.8 0.8 6.97 0.7 2.83
C 0.22 1.43 3 100 0.4 1.1 6.97 0.7 1 .98
D 1.61 3.04 6 360 1.4 1.8 6.97 0.7 4.83
E - 3.04 - - - 1.8 6.97 0.7 14.83
F 0.69 0.69 51 250 0.4 0.4 6.97 0.7 3.37
G 0.51 0.51 1.5 60 0.4 0.4 6.97 0.7 2.49
H 0.22 0.73 1 90 0.4 0.6 6.97 0.7 3.56
1 0.79 2.21 42 300 0.5 1 6.97 0.7 10.78
J 0.44 2.65 3 150 0.6 1.3 6.97 0.7 12.93
K - 2.65 - - - 1.3 6.97 0.7 12.93
L 7.97 7.97 56 850 4 4.6 6.97 0.7 8.89
M 0.31 8.28 10 200 0.6 4.9 6.97 0.7 +40.40
N 0.6 8.88 10 325 1 5.5 6.82 '03 42.39
O 0.38 9.26 12 200 0.5 5.7 6.77 0.7 43.88
P - 6.82 160 800 3 7.2 6.47 0.7 30.89
Q 0.15 16.23 2 80 0.4 7.4 6.37 0.7 72.37
R - 16.23 - - - 7.4 6.37 0.7 72.37
1 - 2.64 60 540 1 1 6.97 0.7 12.88
2 - 0.45 5 200 0.8 0.8 6.97 0.7 2.20
3 - 1 40 360 1.5 1.5 6.97 03 4.88
4 - 1.48 46 570 3 3 6.97 0.7 7.22
5 - 4.46 54 750 3.5 3.5 6.97 0.7 21.76
6 - 3.51 54 850 4 4 6.97 0.7 17.13
7 - 1.37 26 1000 6.5 6.5 6.51 0.7 6.24
8 - 1.53 54 1120 7.5 7.5 6.37 0.7 6.82
C= .70 for Neighborhood School. #1 - #8 are stormwater channels.
PIPE SIZE CALCULATIONS (Usin USDOT Hds. #3)
MARK Q TOP INV.IN INV. OUT PIPE L SLOPE d10 v10 Hw/D HW Hw elev.
A 3.07 3307.00 - 3303.20 15" 70 0.01 0.9 5 0.8 1 3304.20
B 2.82 3307.00 - 3303.30 15 80 0.01 0.9 5 0.7 0.87 3304.17
C 6.97 3307.00 3302.50 3302.00 18" 200 0.02 1.1 8 1.05 1.57 3303.57
D 14.83 3303.00 3298.00 3282.00 24" 100 0.06 1 15 1.1 2.2 3284.20
E 14.83 - - 3276.00 FES - - - - - - -
F 3.37 3309.00 - 3304.20 15" 120 0.01 1 5 0.85 1.06 3305.26
G 2.49 3307.80 - 3304.40 15" 80 0.01 1 4 0.75 0.94 3305.34
H 3.56 3307.90 3303.60 3303.50 15" 50 0.01 1 5 0.9 1.12 3304.62
1 10.78 3303.00 3302.95 24" 135 0.01 1.4 7 0.9 1.8 3304.75
J 12.93 3301.60 3301.50 24" 150 0.01 1.8 7 1 2 3303.50
K 12.93 - 3300.00 FES - - - - - -
L 38.88 N 3292.00 - 42" 20 0.01 2.2 10 0.85 2.97 3294.97
M 40.40 3291.80 3291.00 42" 40 0.01 2.2 10 0.85 2.97 3293.97
N 42.39 3298.40 3290.60 3290.00 42" 160 0.025 1.8 12 0.86 3.01 3293.01
O 43.88 3296.00 3286.00 3278.30 42" 160 0.03 1.8 13 0.87 4.8 3283.10
P 30.88 3291.00 3275.28 3275.00 36" 150 0.01 2.2 9 0.9 2.7 3277.70
Q 72.40 3287.00 3273.50 3262.80 48" 140 0.02 2.5 15 1 4 3266.80
R 72.40 - - 3260.00 FES - - - - - - -
Note all piping to be fully asphalt coated or aluminized corrugated metal pipe .064 thickness unless otherwise
indicated. Pipe slope given in feet per foot, for percent slope; multiply by 100. Note: Actual pipe lengths may
vary. Note: mark "P" is existing 24' cmp.
CHECK FOR OUTLET CONTROL (HW= H=ho-Lso)
MARK Q PIPE LENGTH Ke H do ho SLOPE LS HW
A 3.07 1.25 70 0.5 0.4 0.6 0.92 0.01 0.7 0.62
B 2.82 1.25 80 0.5 0.4 0.5 0.87 0.01 0.8 0.47
C 6.97 1.5 200 0.5 2.6 0.7 1.1 0.02 4 0
D 14.83 2 100 0.5 1 1.2 1.6 0.06 6 0
F 3.37 1.25 120 0.5 0.9 0.6 2.25 0.01 1.2 1.95
G 2.49 1.25 80 0.5 0.6 0.5 2.15 0.01 0.8 1.95
H 3.56 1.25 50 0.5 0.4 0.6 2.25 0.01 0.5 2.15
1 10.78 2 135 0.5 1.6 1.2 2 0.01 1.35 2.25
J 12.93 2 150 0.5 1.9 1.2 1.6 0.01 1.5 2
L 38.88 3.5 20 0.7 0.4 2 2.75 0.01 0.2 2.95
M 40.40 3.5 40 0.5 0.4 2 2.75 0.01 0.4 2.75
N 42.39 3.5 160 0.5 3.4 2.05 2.9 0.025 4 2.3
O 43.88 3.5 160 0.5 3.4 2.1 4.3 0.03 4.8 2.9
P 30.88 3 150 0.5 2.8 1.7 2.35 0.01 1.5 3.65
Q 72.40 4 140 0.5 3.8 2.6 3.3 0.02 2.8 4.3

RIP-RAP APRON SCHEDULE (Usin NC DESIGN MANNUAL)
OUTLET 0 PIPE TW LENGTH WIDTH d50 Thickness
E 14.83 24" MIN. 12' 14' 1 2.25
K 12.93 24" MIN. 12' 14' 1 2.25
R 72.4 48" MIN. 22' 26' 1 2.25
NOTE: TAPER ALL APRONS TO STORMWATER CHANNELS WHERE PRESENT.
sTnRMWATFP CHANNEL CALCULATIONS (Using NC DESIGN MANNUAL)
MARK Q10 d s T liner "n" width side V10 CF?annel
1 12.88 62.4 0.36 0.02 0.45 0.045 15 2to1 2.32 eA55
2 2.19 62.4 0.14 0.05 0.43 0.045 8 2to1 1.95 C4ZASS
3 4.88 62.4 0.28 0.05 0.87 0.065 8 2to1 2.12 STRAW NET
4 7.22 62.4 0.305 0.026 0.49 0.045 10 2to1 2.33 GRASS
5 21.76 62.4 0.38 0.05 1.18 0.036 12 2to1 4.68 Synthetic Mat
6 17.12 62.4 0.47 0.05 1.43 0.065 12 2to1 2.97 Straw Net
7 6.24 62.4 0.216 0.027 0.36 0.036 12 2to1 2.39 S nthetic Mat
8 6.82 62.4 0.203 0.33 4.11 0.104 12 2to1 2.78 15" ,Ai Ra
FILTER BASIN SCHEDULE
Basin Disturbed Rq Stor cu/ft Size cu/ft provd. DA c 1 010 Weir
1 7.69 13957 35x145x3 15225 7.69 0.6 6.8 31.375 16'

3 4.04 7332.6 35x75x3 7875 4.04 0.6 6.8 16.483 10'
4 3.58 6497.7 32x70x3 6720 3.58 0.6 6.8 14.606 10'
5 1.67 3031.05 25x50x3 3750 1.67 0.6 6.8 6.8136 10'
6 0.44 798.6 15x30x3 1350 0.44 0.6 6.8 1.7952 10'
7 0.92 1669.8 20x4Ox3 2400 0.92 0.6 6.8 3.7536 10'
8 1.6 2904 25x50x3 3750 1.6 0.6 6.8 6.528 10'
9 0.56 1016.4 15x30x3 1350 0.71 0.6 6.8 2.8968 10'

11 1:32 2395.8 20x4Ox3 2400 1.32 0.6 6.8 5.3856 10'
12 1.3 2359.5 20x4Ox3 2400 1.3 0.6 6.8 5.304 10'
13 0.95 1724.25 20x4Ox3 2400 1.53 0.6 6.8 6.2424 10'
BASED ON Z INCH PER ACRE PER YEAR SEDIMENT LOSS FOR A ONE YEAR CONSTRUCTION
PERIOD. FILTER BASINS #3-4 SHALL BE ROCK DAM TYPE BASINS. FILTER BASIN #1 AND #8
ARE INLET TYPE BASINS.

e-rl -ri-r% n w erwl .. AD CCCT/'rPK1rV Mevein <iwfnrc, Aron ArrP_S = _01 x beak flow cfs)
Basin DA 1 C Q2 70% (Q2x435) Surface sf. Provided
1 7.69 5 0.3 11.535 5017.725 4725

3 4.04 5 0.3 6.06 2636.1 2625
4 3.58 5 0.3 5.37 2335.95 2240
5 1.67 5 0.3 2.505 1089.675 1250
6 0.44 5 0.3 0.66 287.1 450
7 0.92 5 0.3 1.38 600.3 800
8 1.6 5 0.3 2.4 1044 1250
9 0.71 5 0.3 1.065 463.275 450

11 1.32 5 0.3 1.98 861.3 800
12 1.3 5 0.3 1.95 848.25 800
13 1.53 5 0.3 2.295 998.325 800
CON5TRUCTION SEQUENCE
1. Obtain plan approval from UENR. A pre-construction conference may be required, contact
NC DENR prior to beginning work.
2. Install temporary gravel construction entrance. Install pipe P-Q-R and L-M-N-O and inlet type
sediment basins #1 and #8. Install Silt Fence. Install remaining Sediment Basins and diversion
swales to basins as shown
3. Clear site to construction limits shown. Grade site. Begin building construction.
4. Stabilize completed areas with gravel and grass as required. Install stone base for roadway and
parking. Install storm drainage and all other underground utilities as approved. Inspection by
conservation inspector.
5. Complete grading. Sediment control measures to remain until stabilization is complete. Basins to be
cleaned out when 50% full or less.
6. When site is to final grade stabilize all disturbed areas with permanent cover. Temporary sediment
control measures to remain throughout construction.
7. After permanent site stabilization is achieved, remove all erosion control measures and stabilize
areas disturbed by such removals with permanent cover.
8. Obtain final inspection by conservation inspector.
9. Total disturbed acres are 24.07 acres or less.
11
SEEDING SPECIFICATION
3:1 SLOPES OR FLATTER
1. Apply agricultural lime at rate of 90lbs/1000 sq. ft.
2. Apply 10-10-10 commercial Organic Fertilizer at rate of 20 Ibs/1000 sq. ft.
3. Seed in accordance with following schedule:
DATE TYPE RATE
July 15-August 30 Reliant Hard Fescue 250 lb./acre
Sept. 1-May 15* Reliant Fescue and Abruzzi Rye 275Ibs/acre
May 15-July 15* Reliant Fescue and Millet 290 lb./acre
4. Mulch with straw at the rate of 75-100 Ibs11000 sq. ft.
SLOPES GREATER THAN 3:1
1. Apply agricultural lime at rate of 90lbs/1000 sq. ft.
2. Apply 10-10-10 commercial Organic Fertilizer at rate of 20 Ibs11000 sq. ft.
3. Seed in accordance with following schedule:
DATE TYPE RATE
July 15-August 30 Reliant Fescue + Crown Vetch 260 lb./acre
Sept. 1-May 15* Reliant Fescue and Abruzzi Rye 275Ibs/acre
May 15-July 15* Reliant Fescue and Millet 290 lb./acre
4. Mulch with straw at the rate of 75-100 Ibs11000 sq. ft.
*Temporary, re-seed September 1 at recommended rates.
SEEDBED PREPARATION NOTES
1. Surface water control measures to be installed according to plan.
2. Areas to be seeded shall be ripped and spread with available topsoil 3' deep. Total seedbed
prepared depth shall be 4' to 6'.
3. Loose rocks, roots and other obstructions shall be removed from the surface so that they will not
interfere with establishment and maintenance of vegetation. Surface for final seedbed
preparation, at finish grades shown, shall be reasonably smooth and uniform.
4. If no soil test is taken, fertilizer and lime to be according to seeding specifications. In addition,
provide 15 Ibs/1000 sq. ft. superphosphate.
5. If soil test is taken, provide lime and fertilizer according to soil test report.
6. Lime and fertilizer shall be applied uniformly and mixed with the soil during seedbed preparation.
GRADED SLOPES AND FILLS
The angle for graded slopes and fills shall be no greater than the angle which can be retained by
vegetative cover or other adequate erosion control devices or structures. In any event, slopes left
exposed shall, within 30 working days of completion of any phase of grading, be planted or otherwise
provided with ground cover, devices, or structures sufficient to restrain erosion.
GROUND COVER
Whenever land-disturbing activity is undertaken on a tract comprising more than one acre and if more
than one contiguous acre is uncovered aground cover sufficient to restrain erosion must be planted or
otherwise provided within 30 working days on that portion of the tract which further active
construction is not being undertaken.
DEHNR LAND QUALITY may require additional erosion control measures as required to meet the
requirements of the Sediment and Pollution Control Act of 1973.
Patterson, North Carolina 26661
COEN DESIGN P06 office sox 88
628-757-3080
628-265-7136 cell . ?, , ?.•.. ,
'M?"JI%,-LRZ5 Email: [e-mail] lS .. '
October 4, 2001
Vl'E(Li P+?% ?, J1i
WATE3 UALIT? SECT ?Gx ,...„..._
Mr. Lee Spencer, PE
Regional Engineer, DENR Land Quality
585 Waughtown Street
Winston-Salem, North Carolina 27107
Re: New Fleetwood Elementary School Ashe County, CHECKLIST ITEMS
Dear Mr. Spencer.
Attached please find two sets of prints for the above named project. Revisions have been made to the
drawings based on checklist items prepared by C. Scott Sink, EIT. The following revisions have been
made:
• We have clearly defined the construction limit/clearing limit for the work.
• We have combined Sediment Basin #1 and #2 to an inlet type basin at "L" and revised the
Construction Sequence such that this system and the extension of the existing 24" pipe along with
the inlet type basins are constructed first All other inlets in this system are provided with inlet
protection.
• The temporary diversion swale graphic was omitted between basins #12 and #13. This has now
been indicated on the plan.
• We have added diversion berms and slope drains to all slopes over 8' as requested.
• We have combined basin #10 and #13 so the discharge is on natural ground.
• We have modified the Sediment Basin Detail to show a minimum of 12" of #57 washed stone.
• We have modified the Construction Entrance Detail to show 2-3" coarse aggregate stone.
If you have any questions regarding this submittal, please do not hesitate to call
Sincerely,
Duane Coen, RLA, ASLA
CLARB Certified Landscape Architect
Cc: Mr. Larry Greene, AIA, Howell Associates Architects
Y
SITEWORK CALCULATIONS
Fleetwood Elementary School
ASHE COUNTY, NORTH CAROLINA
HOWELL ASSOCIATES ARCHITECTS
JULY 2, 2001
Revised September 18, 2001
Revised October 4, 2001
PREPARED BY
COEN DESIGN
SITE PLANNING - LANDSCAPE ARCHITECTURE
POST OFFICE BOX 88, PATTERSON, NORTH CAROLINA 28661, 828-757-3080;
Email: [e-mail]
y
SITEWORK CALCULATIONS
FLEETWOOD ELEMENTARY SCHOOL, ASHE COUNTY, North Carolina
Prepared by COEN DESIGN, Patterson, North Carolina
STORMWATER RUNOFF CALCULATIONS (Usin Rationale Formula: Q10=Cia)
MARK IA DA H L Tc1 Tc2 I C Q1o
A 0.63 0.63 1.5 100 0.5 0.5 6.97 0.7 3.07
B 0.58 0.58 2 160 0.8 0.8 6.97 0.7 2.83
C 0.22 1.43 3 100 0.4 1.1 6.97 0.7 6.98
D 1.61 3.04 6 360 1.4 1.8 6.97 0.7 14.83
E - 3.04 - - - 1.8 6.97 0.7 14.83
F 0.69 0.69 51 250 0.4 0.4 6.97 0.7 3.37
G 0.51 0.51 1.5 60 0.4 0.4 6.97 0.7 2.49
H 0.22 0.73 1 90 0.4 0.6 6.97 0.7 3.56
1 0.79 2.21 42' 300 0.5 1 6.97 0.7 10.78
J 0.44 .2.65 3 150 0.6 1.3 6.97 0.7 12.93
K - 2.65 - - - 1.3 6.97 0.7 12.93
L 7.97 7.97 56 850 4 4.6 6.97 0.7 138.89
M 0.31 8.28 10 200 0.6 4.9 6.97 0.7 40.40
N 0.6 8.88 10 325 1 5.5 6.82 0.7 42.39
O 0.38 9.26 12 200 0.5 5.7 6.77 0.7 43.88
P - 6.82 160 800 3 7.2 6.47 0.7 30.89
Q 0.15 16.23 2 80 0.4 7.4 6.37 0.7 72.37
R - 16.23 - - - 7.4 6.37 0.7 72.37
1 - 2.64 60 540 1 1 6.97 0.7 -12.88
2 - 0.45 5 200 0.8 0.8 6.97 0.7 2.20
3 - 1 40 360 1.5 1.5 6.97 0.7 4.88
4 - 1.48 46 570 3 3 6.97 0.7 7.22
5 - 4.46 54 750 3.5 3.5 6.97 0.7 21.76
6 - 3.51 54 850 4 4 6.97 0.7 17.13
7 - 1.37 26 1000 6.5 6.5 6.51 0.7 6.24
8 - 1.53 54 1120 7.5 7.5 6.37 0.7 6.82
C= .70 for Neighborhood School. #1 - #8 are stormwater channels.
4
nTnr- d-r-71- ^A I ^I 11 A-r-rnKic /I i-*.- . I jr-N 1T U,4C t1`'A1
1 11 L ?J
MARK
A iLL V
Q
3.07 r\I..V V1?r \ .
TOP
3307.00 v. - ?v
INV.IN
- .r... --_
INV. OUT
3303.20 _ . . _
PIPE
15" -__ _ _ _ I
L
70
SLOPE
0.01
d10
0.9
v10
5
Hw/D
0.8
HWI
1,
Hw elev.
3304.20
B 2.82 3307.00 - 3303.30 15" 80 0.01 0.9 5 0.7 0.8 3304.17
C 6.97 3307.00 3302.50 3302.00 18" 200 0.02 1.1 8 1.05 1.5 3303.57
D 14.83 3303.00 3298.00 3282.00 24" 100 0.06 1 15 1.1 2.2 3284.20
E 14.83 - - 3276.00 FES - - - - -
F 3.37 3309.00 - 3304.20 15" 120 0.01 1 5 0.85 1.06 3305.26
G 2.49 3307.80 - 3304.40 15" 80 0.01 1 4 0.75 0.94 3305.34
H 3.56 3307.90 3303.60 3303.50 15" 50 0.01 1 5 0.9 1.12 3304.62
1 10.78 3310.00 3303.00 3302.95 24" 135 0.01 1.4 7 0.9 1. 3304.75
J 12.93 3307.50 3301.60 3301.50 24" 150 0.01 1.8 7 1 Z 3303.50
K 12.93 - - 3300.00 FES - - - - - -
L 38.88 - 3292.00- - 42 20 0.01 2.2 10 0.85 2:97 3294.97
M 40.40 3298.40 3291.80 3291.00 42" 40 0.01 2.2 10 0.85 2.97 3293.97
N 42.39 3298.40 3290.60 3290.00 42" 160 0.025 1.8 12 0.86 3.01 3293.01
O 43.88 3296.00 3286.00 3278.30 42" 160 0.03 1.8 13 0.87 48 3283.10
P 30.88 3291.00 3275.28 3275.00 36" 150 0.01 2.2 9 0.9 24 L 3277.70
Q 72.40 3287.00 3273.50 3262.80 48" 140 0.02 2.5 15 1 4 3266.80
R 72.40 - - 3260.00 FES - - - - - -
Note all piping to be fully asphalt coated or aluminized corrugated metal pipe .U64 thickness uniess oTherwise
indicated. Pipe slope given in feet per foot, for percent slope; multiply by 100. Note: Actual pipe lengths may
vary. Note: mark "P" is existing 24" cmp.
rPFrV FOR Ol1TLFT CONTROL (HW= H=ho-Lso)
MARK Q PIPE LENGTH Ke H do ho SLOPE LS HW
A 3.07 1.25 70 0.5 0.4 0.6 0.92 0.01 0.7 0.62
B 2.82 1.25 80 0.5 0.4 0.5 0.87 0.01 0.8 0.47
C 6.97 1.5 200 0.5 2.6 0.7 1.1 0.02 4 0
D 14.83 2 100 0.5 1 1.2 1.6 0.06 6 0
F 3.37 1.25 120 0.5 0.9 0.6 2.25 0.01 1.2 1.95
G 2.49 1.25 80 0.5 0.6 0.5 2.15 0.01 0.8 1.95
H 3.56 1.25 50 0.5 0.4 0.6 2.25 0.01 0.5 2.15
10.78 2 135 0.5 1.6 1.2 2 0.01 1.35 2.25
J 12.93 2 150 0.5 1.9 1.2 1.6 0.01 1.5 2
L 38.88 3.5 20 0.7 0.4 2 2.75 0.01 0.2 2.95
M 40.40 3.5 40 0.5 0.4 2 2.75 0.01 0.4 2.75
N 42.39 3.5 160 0.5 3.4 2.05 2.9 0.025 4 2.3
O 43.88 3.5 160 0.5 3.4 2.1 4.3 0.03 4.8 2.9
P 30.88 3 150 0.5 2.8 1.7 2.35 0.01 1.5 3.65
Q 72.40 4 140 0.5 3.8 2.6 3.3 0.02 2.8 4.3
DTO_D AD ADDnKl crwi=hi II F IUcinn NC nFSIGN MANNUAL)
OUTLET Q PIPE TW LENGTH WIDTH d50 Thickness
E 14.83 24" MIN. 12' 14' 1 2.25
K 12.93 24" MIN. 12' 14' 1 2.25
R 72.4 48" MIN. 22' 26' 1 2.25
NOTE: TAPER ALL APRONS TO STORMWAI ER CHANNtts WHtKt FRtstN .
r,T'nDMWATFR rNANNFL- r-AlCULATTONS (Using NC DESIGN MANNUAL)
MARK Q10 d s T liner "n" width side V10 Chb nel
1 12.88 62.4 0.36 0.02 0.45 0.045 15 2tol 2.32 &R455
2 2.19 62.4 0.14 0.05 0.43 0.045 8 2tol 1.95 GRtA55
3 4.88 62.4 0.28 0.05 0.87 0.065 8 2tol 2.12 STRAW/ NET
4 7.22 62.4 0.305 0.026 0.49 0.045 10 2tol 2.33 CRASS
5 21.76 62.4 0.38 0.05 1.18 0.036 12 2tol 4.68 Synthetic Mat
6 17.12 62.4 0.47 0.05 1.43 0.065 12 2tol 2.97 Straw Net
7 6.24 62.4 0.216 0.027 0.36 0.036 12 2tol 2.39 5 nthgtic Mat
8 6.82 62.4 0.203 0.33 4.11 0.104 12 2tol 2.78 15" i Rap
FILTER BASIN SCHEDULE
Basin Disturbed Rq Stor cu/ft Size cu/ft provd. DA C I Q10 Weir
1 7.69 13957 35x145x3 15225 7.69 0.6 6.8 31.375 16'

3 4.04 7332.6 35x75x3 7875 4.04 0.6 6.8 16.483 10'
4 3.58 6497.7 32x70x3 6720 3.58 0.6 6.8 14.606 10'
5' 1.67 3031.05 25x50x3 3750 1.67 0.6 6.8 6.8136 10'! f
6 0.44 798.6 15x30x3 1350 0.44 0.6 6.8 1.7952 10'
7 0.92 1669.8 20x4Ox3 2400 0.92 0.6 6.8 3.7536 10'
8 1.6 2904 25x50x3 3750 1.6 0.6 6.8 6.528 10'
9 0.56 1016.4 15x30x3 1350 0.71 0.6 6.8 2.8968 10'

11 1.32 2395.8 20x4Ox3 2400 1.32 0.6 6.8 5.3856 10'
12 1.3 2359.5 20x4Ox3 2400 1.3 0.6 6.8 5.304 10`
13 0.95 1724.25 20x4Ox3 2400 1.53 0.6 6.8 6.2424 10"
BASED ON I INCH PER ACRE PER YEAR SEDIMENT LOSS FOR A ONE YEAR CONSTRUCTION
PERIOD. FILTER BASINS #3-4 SHALL BE ROCK DAM TYPE BASINS. FILTER BASIN #1 AND #8
ARE INLET TYPE BASINS.

cri rcn n w crt, ? -rDAD CGFTr'TPN]rV (Rncin SiirfnrP Aren Acres = .01 x peak flow cfs)
Basin DA I C Q2 70% (Q2x435) Surface sf. Provided
1 7.69 5 0.3 11.535 5017.725 4725

3 4.04 5 0.3 6.06 2636.1 2625
4 3.58 5 0.3 5.37 2335.95 2240
.67 5 0.3 2.505 1089.675 1250
.44 5 0.3 0.66 287.1 450
.92 5 0.3 1.38 600.3 800
.6 5 0.3 2.4 1044 1250
R .71 5 0.3 1.065 463.275 450

.32 5 0.3 1.98 861.3 800
1.3 5 0.3 1.95 848.25 800
.53
1 5 0.3 2.295 998.325 800
CONSTRUCTION SEQUENCE
1. Obtain plan approval from DEM. A pre-construction conference may be required, contact
NC DENR prior to beginning work.
2. Install temporary gravel construction entrance. Install pipe P-Q-R and L-M-N-O and inlet type
sediment basins #1 and #8. Install Silt Fence. Install remaining Sediment Basins and diversion
swales to basins as shown
3. Clear site to construction limits shown. Grade site. Begin building construction.
4. Stabilize completed areas with gravel and grass as required. Install stone base for roadway and
parking. Install storm drainage and all other underground utilities as approved. Inspection by
conservation inspector.
5. Complete grading. Sediment control measures to remain until stabilization is complete. Basins to be
cleaned out when 50% full or less.
6. When site is to final grade stabilize all disturbed areas with permanent cover. Temporary' sediment
control measures to remain throughout construction.
7. After permanent site stabilization is achieved, remove all erosion control measures and stabilize
areas disturbed by such removals with permanent cover.
8. Obtain final inspection by conservation inspector.
9. Total disturbed acres are 24.07 acres or less.
y
SEEDING SPECIFICATION
3:1 SLOPES OR FLATTER
1. Apply agricultural lime at rate of 90lbs/1000 sq. ft.
2. Apply 10-10-10 commercial Organic Fertilizer at rate of 20 Ibs11000 sq. ft.
3. Seed in accordance with following schedule:
DATE TYPE RATE
July 15-August 30 Reliant Hard Fescue 250 lb./acre
Sept. 1-May 15* Reliant Fescue and Abruzzi Rye 275lbs/acre
May 15-July 15* Reliant Fescue and Millet 290 lb./acre
4. Mulch with straw at the rate of 75-100 Ibs11000 sq. ft.
SLOPES GREATER THAN 3:1
1. Apply agricultural lime at rate of 90lbs/1000 sq..ft.
2. Apply 10-10-10 commercial Organic Fertilizer at rate of 20 Ibs11000 sq. ft.
3. Seed in accordance with following schedule:
DATE TYPE RATE
July 15-August 30 Reliant Fescue + Crown Vetch 260 lb./acre
Sept. 1-May 15* Reliant Fescue and Abruzzi Rye 275lbs/acre
May 15-July 15* Reliant Fescue and Millet 290 lb./acre
4. Mulch with straw at the rate of 75-100 Ibs11000 sq. ft.
*Temporary, re-seed September 1 at recommended rates.
SEEDBED PREPARATION NOTES
1. Surface water control measures to be installed according to plan.
2. Areas to be seeded shall be ripped and spread with available topsoil 3' deep. Total seedbed
prepared depth shall be 4' to 6'.
3. Loose rocks, roots and other obstructions shall be removed from the surface so that they will not
interfere with establishment and maintenance of vegetation. Surface for final seedbed
preparation, at finish grades shown, shall be reasonably smooth and uniform.
4. If no soil test is taken, fertilizer and lime to be according to seeding specifications. In addition,
provide 15 Ibs/1000 sq. ft. superphosphate.
5. If soil test is taken, provide lime and fertilizer according to soil test report.
6. Lime and fertilizer shall be applied uniformly and mixed with the soil during seedbed preparation.
GRADED SLOPES AND FILLS
The angle for graded slopes and fills shall be no greater than the angle which can be retained by
vegetative cover or other adequate erosion control devices or structures. In any event, slopesl, left
exposed shall, within 30 working days of completion of any phase of grading, be planted or otherwise
provided with ground cover, devices, or structures sufficient to restrain erosion.
GROUND COVER
Whenever land-disturbing activity is undertaken on a tract comprising more than one acre and if more
than one contiguous acre is uncovered a ground cover sufficient to restrain erosion must be planted or
otherwise provided within 30 working days on that portion of the tract which further active
construction is not being undertaken.
DEHNR LAND QUALITY may require additional erosion control measures as required to meet the
requirements of the Sediment and Pollution Control Act of 1973.
¦ Complete items 1, 2, and 3. Also complete
item 4 if Restricted Delivery is desired.
¦ Print your name and address on the reverse
so that we can return the card to you.
¦ Attach this card to the back of the mailpiece,
or on the front if space permits.
1. Article Addressed to:
?nhn ?rn2?
?a? ??h ???C? 2? ?" 1
A. Received by (Please Print Clearly) B. Date of Deliv
C. Signature
X ? Agent
? Address
D. Is delivery address different from item 1? ? Yes
If YES, enter delivery address below: ? No
3. Service Type
$'Certified Mail ? Express Mail
? Registered $ Return Receipt for Merchand
? Insured Mail ? C.O.D.
4. Restricted Delivery? (Extra Fee) ? Yes
2. A I Number (Copy from service label)
PS Form 38 1, July 1999 Domestic Return Receipt 102595-99-M-17
UNITED STATES POSTAL SERVICE
First-Class Mail
Postage & Fees Pa
LISPS
Permit No. G-10
• Sender: Please print your name, address, and ZIP+4 in this box •
W N Q-
c) -2
Z'0caS-?
09/2+/2001 20:31 8284653050 itiNRC INC PAGE 01
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
JAMES 8. HUNT, JP- t.0.80X11201,RALfiIGKNC 2761.1-5201 DAVID MCCOY
PHONE (919)T31-2520 SECRETARY
CkWERNM
November 20, 2000
Mr. Donnie R. Johnson, Superintendent
Ashe County Board of Education
P. O. Box 604
Jefferson, NC 28640
SUBJECT: Break in Controlled Access Right of Way
Dear Ivlr. Johnson:
At it's October meeting, the Right of Way Disposal and Control of Access Committee reviewed
the request from Ashe County Board of Education for a break in the control of access on US 2t1
south of West Jefferson. The break was requested to provide for a drive to a proposed new
elementary school. This request has been approved with the following conditions:
• Access is conditional upon land remaining as a school site. If land use changes to anything
other than a school site, access will be revoked and access to US 221 will be closed and
fenced.
• Access is for public benefit in providing a safer access to the proposed consolidated
elementary school than exists at the existing Fleetwood and Jefferson sites. No other accesi
for private and/or commercial purposes will be considered for this location.
• Preliminary review of the "rough" site plan indicates less than desirable internal
storage/stacking stem length. This feature and all geometric features along US 221 must be
approved by the Traffic Engineering Branch before building donstruction begins..
• No internal access from school site to adjacent parcels will be allowed.
• The existing cut slope along US 221 southwest of the proposed access must be removed to
provide better sight distance at the access point.
M. Boer 250, N. wir3rs9K%(:, NC 2SM9
p mom [phone] FAx [phone]
09;'<;i'2N91 E: 31 8<8465305©
Donnie R. Johnson
November 20, 2000
Page 2
Since this access will serve a public school, enhancement fees will be waived. Our Right of Way
Department will be contacting you to facilitate implementation of this access break.
If additional information is needed, please call me at [phone]. E
Yours Very Truly,
I
i
R. C. McCann, PE
Division Engineer
RCIACJrcmc
cc: Sam Erby, Jr.
Wayne Atkins, PE
Doug Tetzlaff
Joe Thompson
10
OCT-08-01 01:33 PM WNRC
f
i
! Wetland and
Natural Resource
Consultants Inc.
*A A
TrOCIFTMAM
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To:
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8284653050 P.02
is
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NewlotV icko
11 south College s t,
Su ?Ell.r,? 7
PO Box 224 WATER UA I S ?? ION
Newton, NC 20WO
Phone: 828 / 48541036---
Fax- .
Fax' 828 / 4863060
From:
Project: .,A?E Co. :?
pate: CXX- e Z?w
GCS
? Urgent C1 For Review ? Please Comment ? Please Ropily ? As requested
We are sending you ? Attached ? Under separate cover via
The following items:
91 maps ? field report ? correspondence ? copy of
TEE

i
REMARKS:
'fit Ci'?T iLlrv CD P4
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DISTRIBUTION:
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! OONCRETE BLOCK CATCH BASIN ~ ~ width
L ~ ~P /87 Mu15IlE0 STONE Fl oo~act area _ SPIED SroNE Fllt~ 12 .
AT END Of PRO,~Cf, CA1Clf RASN~1 CA~i
~ SEt1I1~ENi ~ r / ~ s~xr sTORAOE zoNE ~E R Ae~ NEEDED Ptuewa+o OPEN
i ~ .:r.: coin of et~ac WTnI
RIiQt CAN ~ BIRLT AS A STANDAIm
- e~: '''w CATpI dpi/,NNCTION 8OX
i i~~~~ ',Nlt` WEEP H01~ A~ 8E UTU?~D A8
^S: ....,.r SUCl1 WHEN PROJECT IS STABLE.
CULVERT PIPE ~
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acml ~/r aro
V-MUUPED R~ RAP C4WNi1 Pc~nv~ vow
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width • M ~ t~, cALVA~zEO I~ ~ I/a x t/2 oRlo ORID -
_ FLOOD sroRA~E toNE ~ COURSE OF BLACK LND SIDEMIAYS ON ~
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~ ~ SEDN~NT STORA~OE ZONE A
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contact ana 1RAPEZODAI R~ CtIAt1~L OR Fl1.TER FABRIC " ~
~f ~ I ~ ~ c width
~P ~ 1
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De~tgn dpth ~ ~ ~ ~ ~ 1.5 ~ CONCRETE FOOTEIG PAD
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I ~ ~ 1:1 SLOPE - - 12' t
_-1--_ - _ thkkne~t CLEAN OUT POINT (i /2 DEP1H SEDN~iiT STORAGE 2flNE7
SECT~I I ( TO ~ usEO wI~RE ExcESSn~ SfORMWATER SECTION MEW
c~Ei. eEOaNC vELOCmES PROHrerr vEC~TATnrE LINMlGS,
OR F1lTER FABRK: SIZE OF MUST ~ DETERMA~D BY APPROPRd1TE PROCEDURE.
PARAliOUC RIAPED RiP RAP CNAlAIEL
CATCH BASIN RISER F I H ( RISER FILTER BAS N H
RIP RAP LINED CHANNELS
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~t0510N DETAILS
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f of
I 1 2 3 a 5 6 7 8 q 10 11 !C 13 14 15 16 17

_ _ _ --~A _
Co STR UCTI 0 N S U NC
T TO SCA LE 1. Obtain plan approval from DENR. A re-constr ~ '
p action conference may be required, contact ~ NC DENR prior to beginning work.
2. Install tempara ravel construction entr
rY 9 ante. Instal I pipe p-Q-R and I-M-N-O and inlet sediment basins #1 and #8. Install Sil ~
t Fence. Install remaining Sediment Basins and diversio
a~ swafes to basins as shown n Q~, tsar 3. Clear i
s to to construction limits shown. Grade site. B in buildi a tr i 4. Stabili ~ n9 ~ act on. n~u L~Mrr ~oNyTR11G ~ ~ FAT ~l?VE~'lE -
~ to completed areas with gravel and grass as re u~rtd. InstaN st 9 one base for roadway and INGlp~S w r. ..Q Co
parking. Install storm drainage and ail other under round utili i ~ 41 l.t~ill" g t es as c~proved. Inspection by ~IyT~'~Y~ .~I? - ~,,~;t'~ _1 W UE C~'~1Glk, ~ w t}'
conservation inspector. ~e -pRdrZ~ ~ i i CGa?~ E~J1~ ~ IGc.'' tiSNE 5. Complete radi .Sediment cant ~Sr PQUEH IJt~IJGE ~ ` , ~i
9 n9 rol measures to remain until stabilization is tom let E -P W ~J`
- cleaned out wh p e. Basins to be en 50yo full or less. ~ J ,a ~ _ ~ ~ W
~ e b. When site is e to final rode stabilize I i ~ ~5 9 tt I d sturbed areas with permanent coNer. Tem _ - ~ - ~ u s ~ w - ~ 'S8 ~ ~ _ _ ~ 37 .
, ~IE`'',~ control meas~es to remain thr p~'a?y sediment V1 ~ ~ oughout construction. ~ ~ i v ~ ~ 7. A ~ ''1 s ~ - , 3q. _ ~ 33
- ..-t587 fter permanent site stabilization is achieved remove all ! ~ t~ U erosion control measures and st i ~ ~ ~ ~ ab bze I, , 4t. .J lS' I 220. - - ~ ' 31 ~
areas disturbed by such removals with permanent corer. t1- I JEFFERSON ~ W ~ t.~u~ ~ 31; OR NT 1
8. Obtain i ~ ~ ~ tU~N ~ f nal inspection by conservation ins ector. l." ~ ~ ~ I 2~c ~E~r p i WGt4j TUB I a- - p~}•l I.dIJE ~ rr M TO a. , 21 ~ ~ - r Z~ _
9. Total disturbed acres are 24.07 acres or I j' ~ ' - , ess. a ~„rSt1E _ ( 3 ~ - NEL ~ _ 3 ~ -
G(T JEFFERSON d ~ J~ I ; o ~ ~ ~ ~ 1A_ ~ _ - -
~ ~ 2~~ _ _ - r ~ , _ " ~
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~ i i ~ ti. ~ ~ ~ ~ ~ i. ti' ~ '
- ~ ~ ~ I 1 ~ ~ ~ i ~ (yVE~`~~ ~ ` •7 ~ ~ ~ i ' ~
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~ CH x111? ~!xlSFN~. _ _ 10}. ~ T e ~ ~ ~ ~ E v EN ~
~ ~ ~ ~ ~ ~ - DIM DI ~ ~ ~ ~ -~-SE ~ E u~ T ~
/ i ; { •,1 l Q ~ ~ _ l , ~ E~- ~ 250 ~ ~ Df 3 . qua ~ _ - r ~ ~ 1M~r A ~ a c ~
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\ -TEMP' C~VE~ 10U AT ~ ~ ~ / ' \ ` } 5t cal ~ _
I ~ f, W \ ~ 3~ 8 ~ l i I d Q ~ I ~ / t ~ ~ W. ~ 3. ~ Gr~~u ~ - ' x-~ 'f~C o ~u 1~ 0, ~ ATNdE ~ 1,,, ~ , ~ ~ D~ r ~R EAT u
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I I 1 X ~ ~ O i ~ l ) L T ~ ~ l ~ ) IN E ~ , ~ . S ,
~ ~ v - 9609 ~7. r ~ ~ \ ~ ' ~ ~ \ r ~i , \ 1 1 \ ~ ~ Y J 'rl f~, ~ ~ l ~ 11 E~ ~JJ v SIN ; ~ ~ ~
~ ~ ~ x= ,z s».~1 ~ ~ 331 ~ a \ ~ ~ E ~1~ ELEV i- . ~L~ i ~ ~ ~ ~ t ~ ~ ~ ~ Nr ~ x ~ ' ~ ~ -r ~ ~ / ' q~
3341/17 . Q ~ ~ to 1 F ~ , , \ I 3 ~ \ ~ I / I O ~ ~ I ~ _ - ~ 0 } / ' ~ ~ ~ ~ 1; ~ ~ ~ 1. ~ r r~% ~ x
x ~ ti ~ ~ 1 1 ~ ~ I ,X ~ A ~ ~ 1 I ~ _ _ , ~ , ~ ~ ~ r~lj ' ~ ,
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~ ~ f ~ ~ 1 I / i ~ ~3p8 ~ / ~ 3a8 ~ ~ ~ t ~ x
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1 - INS _ N1ETLdIVbS k
~ I ! ~ ~ GA ~ \ ~ r N ~r~~ \ ~ ~
j ~.dPE. 6~?~ \ ~ I ~
~ ~ I w \ ~ 1~ l ~ ~ ~ ~ ~ s~ I ~ ~ 1 1 I ~ ~ 3~v EA ~ . _ 1
~ ~ ~ ~ I ~ ~ ~ W EA ~ ~ - ~ 5 - ~ BASIN / ~ ~
~ SE o ~ , r 26 _ • , - , ,
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\ I 4 ~ i ~ I t ~ - ~ , 2 - ~~n ~~r ~~i1~ - ~ ~ ~ _ - X
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JERRY RAY `,y i ~3~*P ~ ~ , ~ ' ~ ~ U4TP~1G~'~N ~1N ~ - - - i ~ - x
DEED BOOK 1 ~ ~c ~ ~ ~ ~ ~ } f ~ -
PAGE 352 ` ~ ~ ~ ~ ` I ~ ~ " _ gp , ~ - - k BAST 2 , T 3
L . „ F~ N., ~ ~ , ~ I EDI - , _ D S, Al. FIEI.
~cVIDE ~ ~ P~QM ~ ~ ~ bF. ~ - ~ ~ ~ - ~r.b.,. >wa T ~
I Y ,LpPE AGM ~ ~ 1 ~3~-"'~l x x, • Rand G. Rhodes, Professional T Land Surveyor, D \ ~ ~ ~ ~ A ~ ~ ~ 32 _ . i~.~; _ w ~ ~ ~ N
certify that this ma was dra ~ ~ - \ A ~ ~ ~ I p wn from an actual 'T"C~ y-uf E ~ ~ l . 33 co-ar 'NE 2t
surve m \ L A ~ k~F'E ~ 1~ v ~ y ode under my supervision; that the error of ~ ID ' ~ . , . • ~ IV E`~ ~ closure by latitudes and departures is 1: \ ~ \ ~ 0 . , Tl'~ ~ ~ ~ ~ crr~b a iu i ~ ~ ~ ~ ~ . r - tg - a t ?EInD E
. ~ Witness my original signature this ~ ~ I ti -r~ ; ~ ~ti EfL d l~:r ~ ' , ~ - _ Q - ~ - _ c ~ h Ll^IE ~ ~aEA-~_ .
- ~ ~ ~ ~ ~ - A.D., 19---~ ~ 1 ~ ~ ti I ~~iN, ~ N ~ ti , d ~5, 1~, , ,s~Nc
~ 2 ~ T~J ~ 0 ~ Alu1 _
~ _ ~ -c ~ 1 ~ I ~ i ~ - , HOW
~ ~ ~ ~ ~ i i ~ ~ ~ ' _ ~ ~ } ~ r i ~ ~ ~ '~~'~Q8- ~ X " r ELL A CIS ~ ES - ,
~ . ~ X .l. ~ f / ~ ~ PLS No. L-3094 , ~ , r ARC HIT 0- ECT _ S . 9
x i ~ -
E P. ~hwf' ~ ~ ~ t pia . - ~ - . - ~ BOONE, NORTH CAROLINA N ~~+Et U , C
iNti plVE~~Ict~ , ~ ~ Q ~ / ~ ' ~ ~ -
E b~t~GN AT . S ~ ~ ~ ~ ; . ~ Y - O Y t1N 1rt rYtK t 1?f/ ~ _ ,
7~ C / - , / ___.-~~J . or n p.rt .rnw,! . Sian - . ' , ~ consfnl oI Mf V'C~tK
8~ * ~bhtvr• or• ~1~,J~c1 to J kq~l acq[n
• ~ k ~ n ru O X/ I , I ~1 c'401 ?b.ell Mscr4t~r h~c+tl
, ' r t ~ MoJ?ct T1tN
% ~ hEST
~ ~ Vl - Jh'1~Fc.SON / f' - LJEI:TW~pt
c,~ t ~ ~ ELEMENT _ ARY SCHOOL - - - - ~ ~ ~ ~ ~ ~ i ~ N1! t~ltvrr, rlrv~nr
N~ ~~i i ~ ~ - _ ~ [.~R~IN~
- ~ IN 3 r , ~ / ' ~ '
IBS t ~ - - ~ , 1 - N.G. D.O.T. -
IMIT ~ ~ ~ ~ INS WGTi~?~ I. ~ ~ I Ya~r'~a?~c~.~ - ~ ± EXISTINS ! FIN15H - d - _ _ _ _ t 6RADC ELCV.
T ~ , W 4~
MME'. ~IVE~~oa of - ~N UMIr~ r w ^ A CT's? uGT l
.V --16, ,-,vvv~,IHI G~ Hrt~.ttl I CL, 15 \
3300 oq-i373 2784 r n~e.r,o
BOONE, NORTH CAROLINA 3COEN DESIGN • LANDSCAPE ARCHITECT
PATTERSON NORTH CAROLINA ' p~ e c,
1 NEC SON
Z ~ r
32
+ REVISION PATE _ ~ AUGUST 17, 20011

i . _ .
f
I
1 2 { 4 5 6 8 9 1C 1 C 1 1 1 l3 14 15 16 17
t~5; T RlA SHALLOW TYPE INTERMEDIATE TYPE (4'X4') DEEP TYPE (5'%5')
o. Y ro 3• wASNED AOaIt~ATE S'IIALL a ' ~ u6ED. PAD TO ~ x'L x tD'w z s' M1R>tiN101NN!'Ii1 M1RiAORrNOO71Q (O~eItA~N~e 1" 1~ 1f ~y
I - 12• MN D AT A i1MIMNJAt. - - 1 ~ .61 6. 3 R 1 ~3~.
I ~ ~ ' uoPE x, ~ s.' TuRreMC RAOAlS st>f'tTCIENT TO 7.87 3 >a4 ; - 1 80 0; 1 A 4. . 7 33 7 . ~ ~ L . __.r_ ~ C- $9T a>Q ,44 f 2;~0 4. f:1 8 1;45 1.5~ 3343.'~T
i YAx ~ IIOOOIrIDdUE U1RTlE TRUdGT IS TO BE ~ PROb~EED. et. ' c°'"°' a ~ . 14.03 3 ~4 32~. $Q , . 2; t00 0. 1 15 1.1 2,2 84,
NATURAL GROUND _ OR Flll OR CUT c. S 8E lAG1E0 TO ~ - _ 32 24 E 14.86 ~ ~I.
i, FR~OVIOE~F~ MAxM1UtA UTtIlr1' 9Y All SLOPES n ~a co~ r - G F 3.37 .6W - 3x64, f2E1 4.611 1 S 0.85. ` 1. 33D5.28
CO~~ ~ COiIbTRUL9g11 ~E?YC<FS. i • ~ ~ 2:~ ~ 7.00 - 3.+v t~ ao 4.0~ 1 4 4.75 o.a~ 33~s.3~ i.
o~nsa+ orr _ _ ARM d. wMiNd18E MAMTAMM:D n, A CONDITIOiI ' • ~ wtu PREVENT ntA~IaNC nts ~ r ~ H 3. " ~ r , ~ ~ ~ 58 334384 3,54 15 50 0.41 1 5 0.9 1.12 3344.82
i -~'„s "'S ; . ~ , ~ DNIECT FLON~ OF MUD Of(f0 STI~ETS. y'' 15' wn __-1e• MM ' r ~ ~ ~ I t0.78 3311.4@ 3343.40 3 ,9 135 0.01 1.4 7 0.9 1.8 3 .7 -lrL r~I~p Iw? r~,~I ~ 344 5
~ ~ti' :•±i. PERIODIC TOPDRESSING wroI STpE ,ago-oaw sniffs „~'~.~;1.,J,.: ~ SNl BE NECESSAitY; KEEP SORE IYViDY. 'fii~'r` ~ arrc 1~01sY 110ME 1ED0111 J 12.03 33A7. 3301. 3 1;50 24 154 0,41 1.8 7 1 2 3303.54
e. ANY MATERIAL wrecN STXI. MAKES rT ?~aa°t sMetb.'e"M00~c _ ~ an;~b. e~c - ~ K 12.93 - . r 7 ~ L 33. .32$2.00 - 42" 20 4.41 2.2 10 0.85 2.97' 3294.97
OHTD TIE RL1AD MUST 8E CIFANEO UP nwEnNTEIr. K ~
w~ 15 »K.wc I ~ DITCH ' ' ~ ,r1- f+4 40.4fl .3798.40 3291.80 i.OD 4 K I , f • off' ~ 32q T 40 06#3 2.2 10 4. 5 2.9 3793.97. e~
~ - r- . N 42.34 .40 32 .80 _ .00 42" 1811 0.425 1,8 12 0.88 3.01 3293.01 Iar~so N41 r T--~ r er _ A ~ ' ~ . ~ mail s A ~ ~ ~ ~ ~ ~ _ ez_._._ orot 1r 0 43.81 3298.00 88.04 8,30 4 t16) 4;0 1.a 13 Q.87 •{.6 3283a0
r~I. ~ r ~ P ;~.BS 3291.061 3275.28 75 .04 38 150 <01 7.7 9 4,9 2.7 331.74
~ \ 12• MMI - FIOW ~ 1- r. r ' i r
r r~ ror or r ' erNe 'D i - . _ i ; , fl 72.40 3287.04 y3, 92b2.80 48 140 0.42 2.5 1 S 9 4 32ti8.~? T r_ i__ _ _1 R 72..40 ,pp r
ni rswo)'~ ~ we. r 11w1~ T Note all i to be a
u os m~ P~ ng fully spholt ceahltd or alufrtrnlietf carrtx~ltted rnetoi P'Pe .064 thickness unlCSS otherwise Aelt ee~Nlw "e~rleoN~lw indicated. Dips skips iven in felt foot, for cent ;multi b 100. Note: Actual i k th
~ 9 P~' Pti Y P pe , n9 s ~
rwnraK anouw Til.-.r ~ i 5 INM ~'Y. Note: mark "P' is existing 24' emp. SLAB DETAIL eve aN.
at~a ^ ' ~ BERM/DITCH d .l ! YN _ ~.i OM1FRSION UWKI i. 1. MIN, i>Dlt IiL vOaW T _ ~ f/e slao,o/ wo /<Jr Rlaeeli Ne r - _ ~ -
tai ~cnT« ~ ~ ~ i es?r ~ 11i1I11~ ~ r ~ ~ T } _ ~-r R P-RAP A ~ PRO N~ C U A~ L
NOTES: a• ,o POSiRVE GRADE MU4T ~ FR01pED t0 ASSUE DRAIUaE X m K rr wr ~aael°"wNlnc ~i " i ~ 1r awls N ~ 1r +e ~ Mc ~oalrmwla aI r«ua r« awNa1l ~ s~ (~ITIET Q PIPE T11 TN 1'~#f f~6N6 M~ d660 Thicknea
SIOFE EXCE4D81R ~ AND MILCN pVERpON. 1RY MOT TO 0eo" ~ E 14,63 24" (tNN. 12' 14' 1 .7
E'~ID SR AIAIDFF ~ELOgTES RE~T~ MA%MRI t11HWAOE DETAIL' TEMPORARY SLOPE DRAIN AREA ~ so~AatES wrnatrt suPPattMO cN.aAn PaR Harts / __n K 12.93 24" I~NNN. 12' 14' 1 2.25
PElelArE11T CNNAl1. OIKR90N4 AT 1NE TOPS Of X~ MIST 2" TO J' MUSI#D AGGREGATE ' EMPTY MiD AM M+P1101® SIaPE DRAM ((SEE OETAIS). 11E ~I/ R 7^4,4 48" ~ ~ ~ 2e 2.2s
OI1CN L5 TIE MOST COMYpIIY USED DI14k9at ~ 2 YAGIME CCIEACApI ~ ALL Rl b REae>ED, g16tNOiK NOTE: TAPffR ALL APRONS TO STbRMWAT CHA
SIIFTTCENT m CM[1CT Atl Stb1E11T-NDBI SIaIYMiBi NTO 1 9FDwBIT OaN1R0. OLMGE MUST EM IgTA1L® PRIOt TO aFARMG MOLES: AFFIJGA&f AT ALL FGeaS OF PR CAST C R AT H A ~ 1~IEL,S WHERE PRESENT. E ONC ETE C C B SIN
ANb aRIJMrIe a ARG (oR N COMAMC110N MTN AIS oPERATKw MGESS R EGRI55 uNTrl SITE a f StD11BIT ODflIIOIS AND OIYtMSI0M5 ARI MSTAt1ID AT EACH STA9pJZED, FIIEOUENT CHECKS OF
CAIK;AI. Pa1T IM 101C111FD}. TIE DEMC[ AND 11MEf.Y I 4, ~ aPE]tA710M5 LED TO 1/1RE DAMAGES eY T T 5 A R CHA SCN U L
MMNTDMIEE MUST Af FRONDED, ' 011~9rSIAlS 911dAD ~ SEEDm AMD MRLL1iD i litEl' ARE 7b % I MAA Q10 d s T least' n width sib VIO gannet
REMMI N PlAaf OYEII 20 N~(lgtlq GAYS, 1 12.88 62.4 0.36 0.02 .4
a aEDK o1~e1S1oIIS AFTER EAQI RAM, aR pICE PEA wmt wMial ' 91DRTER DuRAnarl REPAII AS NEi~aD TD MAettAw TEMPORARY GRAVEL CONSTRUCTION ENTRANCE EXIT 0 5 0.045 15 2to1 2.32 6RAS5 2 2.19 62.4 0.14.... 0.05 0.43 .04
0 5 8 2ta1 1.95 GRASS
4.68 62.4 0.26 0. SEEDING SPECIFICATION o~ 0.67 0.065 ~ Ztal z.12 sTaAWNET
DETAIL TEMPORARY aVERSiON BERM DITCH nts ~ ~ ) 4 7.22 62.4 0.90'5 .063 . Q 6a 49 0.045 !0 2to1 2.33 61tA55 3:1 SLOPES DR FLATTER
5 21.16 62.4 0.38 O,QS 1.16.0.036 12 2ta1 4.68 th ' 5 n etrc Mat
Apply Itme of tab of 9gbe/1000 aquae feet. 6 17.12 6 4 0.4 2. 7 0.05 1.43 0.065 12 2ta1 2.91 Straw Piet Apply 1 10-10 oorrlrnerdal or4ank hrtlWr at rots of 201br/1000 squats feet
S.ed ~ oocadaloe w~ faMow~n edledulr 7 6.24 62.4 0.216 6).02T q Q 96 O.O~i 12 2ta1 2.39 nthetlc Mat
_-PIPE Dw 8 6.82 42.4 0.203 0.33 4.11 0.104. 12 2t 1 2 ' DATE TYPE RATE a .T8 15 R, R
H ~ ' • July 15-Auqud JO IhNant Hard Fnoue 250 Ibe/xn H
Lo ' I Sept 1- May 161 NeNrnt Fercw and Abnutl Rye 275 Ibs/acre T,t I R A ~IIV Mo 15- 1 F U~ y JWy 8• RsMant escus and Aiaet 240 N>t/acre
91u14h 1?ie~rba! R 8tor cWlt
NCDOT STNIfIMO 2'%Y' gYgE Muldl with straw at n,e rot. of 75-loolbrrooo aquae feet. ~ f91i1 C 1 1210 weN' 1 .89 13957 65x1 15 7.89 0.8 11.8 31.315 16'
,w~/ RIPRAP SLOPES f4tEATER THAN x 1 _
' ~ v- 3 4.04 7332.8 36>'c 5x3` 7 1 ' Apply (turd pine at rob of 401Dr/1000 square het. 8 5 4.44. 0.$ 8.8 t6.403 10
ApN t 10-10 cann?erda argonb hrtltcer at tab of 2abr/i000 .guar. feet 4 3.58 6497:1 10x3 8720 3.58 0.8 8,. 14.604 10'
~ ' Seed In aooadana wtth rdledul~ fa8ow~ S 1.87 3631,45 SOx3 350 1.87 0.8 8. 8 ,8138. 10
>wr f DATE TYPE RATE 8 4.44 798.8 18x3 13 0,44 .8 ' s.~ 1,79sa 14
TrMaa oa+c. ~J i ~ ,j'j PiwoM[ L July iS- Augwt 30 Reliant Feeeue + Craven V'etah ~0 b/oae 7 0.92 1689.8 2px;0x3 Sgt 1- May 1r Relbnt Fescue + Abruat Rye 275 IM/acre 74 0.92 0.6 8.8 3.7538 10
May 15-July iS• ReRont Fesoue + MMet 240 Ibs/care 8 1.8 2004 28x54x3 9750 t.8 4.8 8.8 8.528 1Q' G
ISOMETRIC VIEW ~.ri 9 0.~ 1018.4 15x30x3 1 35,0 0.71 0.8 8.8 2.8 10' ' Mulch wNh strove of the rote of 75-100N>'s 000 /1 square feet.
~ , • Tempororyr, re-seed Septsrnber 1, at ncarrNnended robe t 1 t 1.32 2395.8 20x40x3 2400 1.32 0.6 8.8 5.3858 t 0'
I ~ ~ , ~ ; a~~ , A A ~y*,r^ fti
,.,~r , ter, ~ ,{s # SEEDBED PREPARATION t 2 1.3 2359.5 20x40x3 2400 1.3 0.6 8.8 5.304 t O' ,-f ~ 13 0.95 1724.25 r ~ ; ~ 20x40x3 2400 1.53 0.8 6.8 8.2424 t0'
I ~ ~ . ~~i~riZfr t: .`Zti `a, ,,it;,. e~ r~r~: ~,,,r'+` rr $ Surface watt oontrd meosura to be instaped according to plan. BASED ON }INCH PER ACRE PER YEAR SEDIMENT LO F R SS 0 A ONE YEAR CONSTRUCTION
7, ..~1 .a .."~,"r;. tt r Area. to M seeded sAall be ripped and spread wkh avapoble topsoil Totd seedbed P RI prepared depth shop be 4'. E 00 FILTER BASINS #3-4 SHALL BE ROCK DAM TYPE BASINS. FILTER BASIN #1 ANO #B
w s a,I1mlc nvw~ ro ns IAOM r00ks, roob, and othr obrtructlone ehap be removed from the surfoce so that ARE INLET TYPE BASINS. 1 e• x
/ ~ 1 t w awwti.s, AAt arr mss a Knwc Kvw~ ro at ase~+bw a nrrr .w5 av nK ~.~c ~ ~ ~ they wil not Nterfere wlth eetabliefrnent and mdntenance of vegetation. Surfaa for frnd A ~ teedbed prepaotbn, at flnM grada shown, ehdl be reasonably rrlooth and unffam.
f - ti; a~ . PFE olA ~ If no eop test M taken, fertlNze? and lime to be acaordtng to seedhq epecMeatlone. ,/2' . - 1/2' R _ , '°g"- F
~ - Aar ~ r~ w . APRDN wares t oaa~as _ ' , , N soli test Is tdurn, provide Ilene and hrtllzr according to soil test ~t . lkne and fertpiar ehaN be applied unMamly and mbnd with the sal durhg seedbed
3 X trsE 1 IeTI ~ y, ~ y ~ ° - A}RON DEpnI PLAN ~ ti I R t/8' R. preparotlan. i S' JOINT f11ER g• ~ ~q:, , ' ~
I Maa Mmwo w t 1 I f i 12• 'S ! .
l !{G~: a-wa+ CRADE:U SLOPES AND F1LiS T. I 1 , ~ . , I e
- ~ SECTION ~s~wooc a rwnrR acv fie an a for el and file shah be no r than the a e which t;on be ( } ' 11 4r~ ~ q~ 19 t ~ retaMed Dy vsgstotiw cover or othr adequate erosion control devices a etructurea ~ ~ ;
PUJd +a+ elnFE 0 fi FIAM~ yen fP Rrr, no ua At sw Me In any event, slopes left exposed shdi, within 15 waking days a 30 odendor days of tip, ua~a ah ua~ ae,~~ti ~vh'~ 24"
- ~ NJe t!' RMl INMI 1~[ Ol~pl ees~ NOe eeu for e: ~ Mlllel eMa Ale1t complstbn of any phoa of 4 whlchevwr b shaft, be plontrd a otherrilse ~ , n. a, iH.A - _ _ provided with graM4d cover, a structures eufAdent to restrain talon. -
. . _ i ~ + I *r, eteesle wN e~ewo • 1f O.C Mw GlIN elleDl r, _ CHANNEL LINING INSTALLATION (Virgmio Divisior It110 Olvlsl0n of Forestry) FRONT ELEVATION A-A
~,L, I ~r'~ i If , STMOd11~ Yt1AD Nr~T ~'fH OMTE IMl~ FRMt~ GROUND COVER ~ ".,e . , `RAM1 SYF RSA ~M,~A,tilf'". J~4 •."e,a~w,woK ".~o.; SIDf [LE.v0.lt(Ny . aor n a~ mn-
E I ° J SECTION A-A NFlenever land-dketurbinq actlvfty b undrtduwl an a tract comprWnq man than ores E
oae and If man tlwl one contiguous con it unaovred, a ground covr suffk:isnt to restrain eralan mart De planted a othrwlss provided within 15 waking days a 3o adendar STANDARD CONCRETE CURB AND GUTTER refs
SEE APPROF'WATE SCHEDULE FOR DMENSIONS Filter bbnkst days on that pardon or the tract whlcA furthr active oonetructlon h not bdnq undertaken. SEE PLAN FOR LOCATIONS
1, l,o b the bllgth of the rtprap apron. NC DENR t~ QUALITY MAY REGIkRE ADDITIONAL ER0610N CONIROL MEASURES
2 d ~ 1.6 tirtlee tM maxMrwMn stale dlalneter bat AS REQUIRED 1D MEET THE REQUptE11ENTS OF 1HE SEDIMENT AND POl1.U110N
not bee than B' CONTROL ACT OF 1973 AS AMENDED.
3. A ffiK blanktt a Ater fabrlo should be
Irrotaped betwen the rltxnp and eol foundation.
Drarn BY' Revlsbns / Subnissbns Datt
RIP RAP APRON - NO DEFINED OUTLET CHANNEL
se D RE1/1510N I IO-0S-0I
5.0" min. Checked Bye
+57 WASHED STONE S' Mw.
LENGTH AS NOTED i ~s' LW6
- MM. i Y TtiCl( wr?~rlrn STONE I - n ~ I _
i - i NMAaE A5 Dltl'CI® eY ilE UMD9f'aPE AlIR1RCT
3 _ 112 ~ ~eDO cv. Fr/At~E ~ e' wax. HOWELL ASSOCIATES
ROCK APRON AT T ~ - - - - - - - w CLASS 1 EROSION ~ ARCHITECTS
aD NOTES: REMOHE SEDIMENT AT 2' DEPiH t, ua rat aW1A~ ~ iNl. ro a? rt I:1 oti
~ i8' min.1 MDT OIC~N s ADRtS ~ tr~ ~ BOONS, NORTH CAROLINA ~ ~
r iA'R i. 1 UNDISTURBED SOIL 2 FJMTN 19tH MiKI ~ nAr~ w/ Si~e1G RTflt FAMtlC
8.0~ min. ~ AODap10 TO IOMI !~lCilalltlrti. CROSS-SECTION oratrxl e• FoR alaoe Trirse drnrhgs art the properEy or tM arcNtect and
KEYWAY it ,w` FILTER FABRIC CLASS B EROSION CONTROL STONE SErnnprT any not be used h shalt or h port skhout srkttn
ti` eanstnt of the arcNtect, Vblators are sdoJect to
/ Cross Section legal action.
2 . t side 2 . 1 e~de / 4' ?IrL _ ~ Copyright ©2001 Fbrttl Assocbtes Archlttcts FRON? vtEW
dope max. Weir elope max. / ~ ; 1. S~ PO<T Protect Tkle
DESGN OF SPILLWAYS - _ t AS NOTED i } DRAINOE AAfA eER LDIOiN r rlowx ese vAeec WEST ,~FFER50N /FLEETWOOD -al, roc F"e°c E TARP
U~ (FT•l ~ 1 xl 90E SLOPE MAx LEMEN SGHOOL
B ~ ~ i ~ EiE1100lLY 2 6.0 in nI.TER F Rt'-I1M5 I ~ canrn, ~aT~ c~wLlru, B
bra Tlae ; uu save ~
A 10.0 I 1.1 ~ ~ sETnm TOP s iza ~ aw UNDISTURBED SOiL ~ . ~ GRADING, DRAINAGE, AND
r / 'DlflllDrRi SFIOIM ARE MNMiRM Mi.- " ~ ' ~ auoe ER0510N DETAILS
FlLTER FABRIC - I?SE SILT FTTiCE OfJIY Ml~t~f DRAINAGE AREA _I r
/ STONE SECTION DOES NOT EXC>m t 4 ACRE MID NEVER qt r Sent Protect No. AREAS OF CONCElI ATED FLOW ~ ' , Me coven o+rn sNIRr 0003.1
MAINTENANCE ~ egr[T.•r TE1patARY SEDetNT TRAPS AitEA EACH P!]eOD OF S10MFlCNR WII~FAU. REMOVE SEDeENT AMD RESTORE TMP TD 115 DRIOeIAI FOR REPAIR OF SIIT FENCE ANCflpl 94ti AS ~1 p AR
Y...~ W...,~....,.,, ~ FAt14iES. IISE N0. S7 1 OIIECIED eY UV~BCN~E MGf18:T „+(1i CA~L~I . ~ k~ R ti._
r"69 me acu~wi imi a a FALMW m KEYWAY ~1ED DISPOSAL AREA AND REPLACE TEE 00KAM LED PART Of TW GRIWQ FICIIG H WASHED tTW Q , ~ND9C~ FRED Oq-10-2001
Stone Section aloac THE SIRUCttAAE FOR w?uoE FROM L710810N OR PING. PENODOAILY cxLDCc THE IIFP711 of THE 9PIlLIMY TO Ea?NlE rt IS A MINMIY FOR ANCHOR *IEN SILT FENCE SIDE NEW
OF 1.8 FT. DELDW THE LOW POW Of THE FMBWMEW MiEDUIELY FILL ANY SETTLEMENT OF THE 61RIAWOOff TO SUGMILY ABOVE DOW A GRADE. ANY Ili RAP DISPLACED FROM THE SPUMY MUST W REPLACED MIEDUMY. IS PROlECTM CATCH BASIN. DrnMng Na 37~ 84
SDIMJZE THE EMWN" AND MI DLSIUAEED MFRS ABOVE TIE SEDMENT POOL AND DOMN NE M EROM IHE TRAP MOMIELY AFTER m
ROCK DAM DETAIL ooNSTRUCTaN WnFI S®MG. STANDARD TEMPORARY SILT FENCE r 5E~101A
GRAVEL AND RIP RAP FILTER BASIN A, hE C ~oNE, N
NOT TO SCALE - - - of
a i,: ! ? 14 IE. 17

_ - _ _ _ _
1 2 3 4
i ~ 6 7 8 9 11 12 13 1~ I5 l6 I7 TO
F
1
t
bMnd CONCRETE SOCK G?TCH ~ ' ~ OMigr? top width ~ ~7 rMASMIEO STONE FlLTEF oonloot aua _ _ L D STONE F1LTT7t (MIN. 12 THK2O
~ SEOIMEMi' SA AT END ~ PRO,IECL CATCH BASIN CAN SEDIMENT' STORAGE ZONE
~ C.. ' \ ~ ISt RAISED AS NEEDED PtrUOtiMIG OPEN
COURSE OF 81.4(* WRH MORTAR
RISER CAN iR: BUE.T AS A STANOARO
- _r ...:...:u::~,:: CATCH BASIN/Jl>tiC11ON 90X (YMIiFI
WEEP HOLES) MrD BE URU2TT! AS
~ - Daign tl~ckn~ _ SUCH WHEN PROJECT IS STAOIE. A
CULVERT PIPE k GRAVEL t)EDONiG _
K
OR BITER FAIR'tIC I \ _ GALVANIZED FiARDw111~ CLOTH W 1 2' GRID / / b
Daipr? thiclaiat V-9NAPED RIP RAP g1ANIE1
PERSPECTIVE HEW
_ t width i
_ GALVANIZED HARDWARt: CLOTH ~/s' x ~/s' cRlo 1 _ _ - - a Flood sroRA~E zoNE
t COURSE OF BLOCK WD SIDEWAYS ON
J SIDES OF CATCH BASIN
_ - - ~ OTAL T ~ urv-.'wn' ~ l
! j
i
_
a«+d ~ ~AMr CiA..VERT PEE
con~to~ aro 1RAPE2d0Al RIP RAP QiN~IRl ' Gi~4VEL t~EDDItrG f
OR F1LT6R FABRfC ~
width thigh ~D
j ~ I ~ y
~ 1 pwigt? depth _ V ~ ~ CONCRETE FOOTING PAD
1.5 - 7 WASHED STONE FlLTl7t LAID AGAMIST HARDWARE
1 T \ 0TH (1;1 SLOPE - - T 2" THICIQ
~ a~cxn~.~ - I c~ CI.F.API oUr POINT (1/2 DEPTH SEDIMENT STORAGE ZONE)
SECTION VI
I ~ To eE usm wI~RE ExCES~wE 5tORMwATER . GRAVa t ~ " VELO(ZIIES PROt191T VECEfATI4E LN~NtiGS. ` SECTION! VIEW
OR BITER FAi9fAC SIZE OF SHONE INJST ~ ~ BY
PARAIdJC SIUIPED RIP RAP CNANEl APPROPRIATE DESKiN PItOCEOtIRE.
~ CATCH BASIN RISER FILL 'ISER FILTER BASIN M
RIP RAP LINED CHANNELS
i
G G
t
i
F F
E E
a"o.n eye ~ ~ c.a
D D
t~1:1/NJIOM •I 10.0!5-0I
~a a~
L.VV6
A IATES WELL 0 H SS
AR RITE T c
BONE NORTH CAROLINA
C c
o~ ~ oar o< .tee ~,a
i nnY not b. uaa h ~1a4 ar h pint .Mhout rr~tiw,
consn,t of w+e orWl+ct, 1ADIaNrs nre s+bJrct to Ips1 octbn
cepy~~nt ®aoM tK mot:
i
NEST ,J~Ei~gON / FL~:'TV~OOi?
ARY ~GHOC)L ~L~NT
B ~ B
61tADIN6, DRAlNA6E, ANt~
E~R0510N DETAILS
Sw1 Aw,)ect No.
a 000.1
CAh' p~~R
a
too 4
A M 0Y f" A"~M1Q M0. 373 27s4 A
Y 7
1VE QQNE, N
1 ~ 2 3 ~ a ~ 6 ~ , 8 9 10 11 12 13 14 15 16 17

- ~
C , 0 T N 5 RUC TIO N S U NC
T TO SCALE
1. Obtain plnn cp>Qroval from OENR, Apre-construction conferee ce +nay be regtHred, contnct ,
~ NC OENR Dior to beginni work. °9
2. Instal! tatnp6rary gravel construction entr n Dept I stall Pape P~ and L-M-N-O and. inlet
sediment bas( #1 and # . I ~ ns $ nstaN Silt face. &?stall remnini Sediment Basins n9 and diversion
to bosins as shown Q~, tse~ 3. Clete• site t
o construction limits shown. 6rodt sitc. Begin buildi .ruction. ~t T1cfa ~lM1f tn~
4. Stabilize completed areas with ,av~ekand as r ~ ~ s 9t' eq~ed, Inst~Fone bast for roadwa L J 'f"
i .Install st y and p~ ng orm dro?nage and ail ofittr under. round ilities ~ IOt~ E,p11lr 9 as approved. Inspection by L~'t1y~'~Y ~ ~~4.UEL G~.>5 Ci'
conservation itNptctor. 1D~. ~ E PO~f''Y i ~ t~ Est' ~ ~ IDc. t0~~ - ~ ~ tT`
ASHE 5. Coin late G'F EXtyT: P4~EM ~T~fJGE 2D E p .Sediment control measures to remain until stc~ilgation is .P W N
cleaned complete. 9nsint to k ~ out whew 50X full or Icss, ~ r V ~A{w) I N ~ rV
~ 6 6. WfMCn site is to final rode stabili i 9 xe all disturbed pMeas with perttwnLpt cower. T -1- u _ ~ ~}i W ~ '~8 31 -
r r~ . ~ control tneuus~ures to r i ~ ~Pot'~T stdf~nent _ ~ i , area n throughout construction. 11~ VJ V'' V' ~ tlt 1 _ - _ - 3~ ` ~ it
- 7.~ After er y' tp ~ - Y-1587 p maxatt ate stabilization n a ' 4ed re ~ ~ V~ doe move ell erosion ~'ol measur s - 6 i \ a and stabthae ~ ,J tS' t~ ~ ~ ~ Y r~E~ _ _ - ~ 220..E - ~ ,3~
eqs disturbed by such removals w'N+ ant r W 1?s ~ i I JEFFERSON ~ / ~ I ~ F~ TU~I r>-_- 0 N ( ST
8. Obtain final mspectioN by conservation in ctor. ~a ~ ~ ~ 1 I ZED _l,E. . ~ ~ ~ GHT rum tu~N ~uE ~ 1 Z~ o t,Ert' ~ M TO r
9. Totol dirt ~ ` ~C ~ urbed acres Qre 24.07 acres or less. E j ~a~ ~ _ _ w - NEB. A 3. ~ ~ -
a Ldu 1 1 Z MT. JEFFERSON ~ J~ I ~ ~ , Z,+ i , (2 , ~ , ~ - -
1 V L
- _ ~ ~ 1 1 ~ ~ 115
- f3l ~ _ ~ r__ ,
~ s I IZ - ~
~a~_~' ~ i -'""'r ~ - ~ i - i ~ ' ~ ~
~ ! / - i ~,n~ ~ ~ ~ 1J A~'
.>.1. . 1..' /J r'' f- `~~r ~ ~ ~ ~ ~ f. D~1 - ~ ~ ~ f UMW'
~ C ~J l ~ ~ ~ ~ ~ i / ~ ~ X Q, 4 ctiea ~ ~ DIVA ON - ~ ~ "5 , ' ~ , ~ ~ , i ~ ~ / , 4
's \ yi i 1 ~ / s. i' ~ ,r" ~ - - ~ ~ ~ 1 ~ ~r
~ s 1 J ~ T EPHO ~ _ _ _ ~ ~ EMP h l ~ ~ _ ) ~ E _ _ 6Q ,
- ~ _~~j - - I' 9 ~ ~ - _ _ S ~ ~ 1~ ~ - ~ E ~
u ~ ~ - f ~ I ~ I 6 ~ - _ ~ rr ~ ~ T - „ 6 ~ ~ r or w~ - EN - r 1 \ ~ N~ ~ 1 ~ _ ~ i
_ ~
s y - - ~ ~ e-~ ~ ~ 1 ' ~ - _ - W 1 ~ 1, t ~ I ~ ~ ~ ~ ~ `
_ - ~ ~ - W I \ I I I 4~ c - = p,REA - - - - ~ r C \ \ Z~ _z X~
3 ~ - _ of 1 ~ , _ _ X - ~ ~ ~ ~x
- - r Il J i ~
_ - - 3~ ~ 1 I ~ 2 ~ - - ~ ~ , - _ ~ _ 1 ~ Y ~E ~ i I~ \ ' > >
- ~ ~s' -'NA -c , , 1 -u~' 1 ~x " 1 - f~ -
- , ) 1 1 ~ -
/ / I ~ ` , / w 1 r. \ 3260 ~ ~ wa?o~ ~
3 ~ I ~ - ~ ( ~ 'ST i; ~ _ 6 C , t 1 i ~ ~ 08~~ > ~ ~IJfbIU 25 i' ~tMIT' - i' IMF ~ ` ~
~ ~ J t t, _ E brv EN ~ ~ - DIM ~ DI y .
/ ~ ~ ~ ~ . ~ Q ~ ~ ~r1~ti , , ti + 11rF1f. >xvr:~~sivN ~ T ~ h ! D _ 32 ~ 12 .tP.uGT1~71~
tOfJ ~ / ~ ~f - ~ a ' ~x x ~ ~ ~ Af ~at~ ' ~ V ~ ~ - ~ ~ , ~ ~ ~ ~,tMIT"
Cork 1 I ~ , ' ~ ~ 1 t ~ ~ ; 0 SI , .y ~ . - , +
~.tµtc ~ ~ ~ ~ ~ ~ ~ ~ 1 ~ _ T I ~ .t,b ~ 1
i i. ~ - - ~ f - ~ ~ ~ ~ L t , ~ ~ ~ ~ ~ ~ ~ ~ 1 ~ ~ r ~ ~ \ ~ ~ V \ ~
r 3 h w ~ { .i- ~ ~ ~ ~ ~ V IOIJ AT ti ~ ~ ~
/ ~ ~ ~ ~ / ~ i ~ ~ ..r,,. ~ , v ~ V ~ ~ ~ v A -T6frl'~' C'I EF MY 1 ~ ~ ~ , \ T~ ~ I ~ i ~
f ~ / r i 11 - X ~ 'C' . , i~~. . . ~ / I J w 3 - 3~ ~ a. ~ ~ u r~,~:n~u - , x
I ~ ~ ~ ~ _ _ .A Q ~ i 3 Q ~~C 0 CJ ~ ~ , l~7HdE ~ IF,,, ~ b~ E EATI , ~ ~ ~
~ I v ~ -t V T N ~ - ~
x ~ 1~ W ~ D. ~ ~GRI ~ ~ X ~ . ~ ~ ~ W ~ i ' x , ~ ~ ~ ~ 1 0 , 33 ~ W I ~I~E ~ ~ ~ ~ , , via, ~ Ts ~ , ~ N T ~ ~ ,
1 Y~ \ i E .o Ir, ~r ~ ~ ,USED , INLE~ 0 ~ ~ r ~ll~i,, r ~i~r:, .~-iii ~ ~St ~ ~ ~ ~ G., ,i r~ ,
\I = 9609 7. ~ ~ r' ~ \ ~ ~ A ~ ~ ~ / I N ~h, , i ,r ~ , , , :z 8A~
~ ~ \ ~ ~ X 12 'J~~~ s».~, ~ ~ ~ ~ E Q ~ . ~L~ i_ ~ FI , ~ ~ ~ _ ~ ~ ~ 4: 'I 'i ~r ~ ~ I I ll~,. ~ ~r ~ '
EIEVf 3341.~f 7 0 i ~ ~ ~ , ~ ~ I p 3 ~ ~ I 1 ~ 't ~ ~ i ; , ~ l l ry r 1!-~ ~ _ _ x
1 l hl ~r • I^ ~ ~ ~r, I ~ ~ i ~ ~1 i ~ t .r. r;!',,. ~ '!j ~ , ~ ,,r it I ~ ~ ) I i , .l I! • L ~ x
~ ~ i l 't
J ~ ~ 1 I /
lt~ ~ o ~ \ ~ ~ i / ~ , ~ 1 ) i I _ i ,~3~g ~ i ~ i ~ ; j,; ,
~ ~ ~ ~ l ~ 33~ ( w ~ , I I ~ ~ 115 G I J 1 ~ / ' ~ - - o' i ~ _ ~ 250
/ o X P ~ID ~ g T~ ; ~ g, _
PRO ~RStou ~ ~ ~ 1 ~ 1 ~ ~ 1 ~ ~ r / wta~ervns / k } A~
~ ptV t ~ I ( ~ ~ r peAl ~ t~ \ ~ r
t: ~uGM ~ ~ ~ i 4T ~ I ~ 1 ~ I ~ I i _ 1 , v ~ ~ ~ I i ~ ~ ~ ~ 3 ND, / , ~~r~,~ 3_ i r~y~t~l~ - /
W ~ I i 1 ~ ~ I W ~ ' ~ ~ ~ I 1 I ~ ~ ~ ti s~o EA ~ _ ~~.ra - EA - ; -
~~t ~ k;~ ~ : ~ ~ I 1 ~ v+ ~ O ~ , ( ca SIN 5 ~ , BA .SE o
~ I ~ ~ , ~ 0 l } 3~ i i ~ ~ ~-t N '
1 I t>l! ~ ~,p ~ ~ ~
l ~ 3~>~ , ~
~ ~ i o ~ t , ~3 ~ ~ , ,'X ~ - ~ ~ ~ _ r , ~Q
r ~ ~ ~W ND ~ u ~ .z~ ~ ~ ~ ~ ~ ~ 'l P
1W1!Tl~ rt L ~ 1. ' I , ~ ~ ~ ~ t
1 ~G ~ ~ 1 ~ ~ ; i ~ 1 l-~'~~ r 6 - ~ 2
~ ~ I fi~A ~ ~ ~ I I ~ - - LN~IF
~ I ' ~ ~ 4_ ~ ~ i r ~_1iG t ~ N . ~1 N ~
~ A ~fl JERRr RAY ~ ~ 1~ ~~_°>Z'F~ ~ ~ ~ - ~ g / i r ~ x i ~
1 1 3b ~ DEED BOOK 217 ~c '1 ~ \ ~ ~ ~ ~ 1 i \ - _
FAGE 352 a,, ~ ~ ~ ~ ~ ~ ~ x - t 3 ~ ~ ~ .r , ~ ~ f1 ~ k ®ASI Z ~f~T 3 I DI~l1
. ~ F N. h.. ~ i SE L Fl~~-~ ~ ESA J ~ ~
F' av~l ~ I t _ , - 327 - -
C' E ~,-}~8 A ~ ~ x x, I, Randy G. Rhodes, Professional Lond Surve or bT `'t~ ~ \ ~ ~ ~ ~ ~ ~ ~ ~ ~ j 11.44: w ~ BK5 0 N Q B-l'(-ol X17, F
Y ~ F'E 1 ~ ~ ~ ' , certrfy that this map was drawn from an actual 1"Cr ~ ~ ` ~ ~ ~ k 1L' 1 v ~ ~ 3~ Q- l V ~ axdt.e er
survey made under my supervision; that the error of ` ~ (V ~V \ ~ ~ ~ 1C closure by latitudes and departures is 1: ~ ~ I ~V ~~k~ ~ - ~ ~ 9-18-01 ) ti ~ EED E ~ ~ a 44'~~e ~ o-
. _ t ass my ongmol signature this \ ~ ~ U' 1 1~ r ,n ~ 11 I 5-0 ~ Y ~ R~_e L~
--.Win A ~ ~ ~ I~ ~ I ~ 2 ~ t ~ ~ 3EARIN~ / ~ ! ~ d A N. ~ , A .;5~ ~ )SING Alu1 ~ . R. -
~ ~ J TlJ ~ 1~ ~ 0 I I ~ P F E I , i, - ,b~ `1~ - . r ~ _ ouvEk
~ ~ 1 i J I ~ ~ ; / ~ ~ HOW= C~LL
,~l ?,~'.~Q& ~ x ~ ~ ~ ~ ~ J ~ ~ ASSO . r CIA ES
' X PLS No. L-3094 , ~ ~ ARC 0 HIT ECT S ~ 9
~ ~ " ~ - ~ ~ ~I~ e,F- , ~ BOONE, NORTH CAROLINA
APE ~ ~~y E TEMP. ~ ~ N1 ~ _ ,y G'fl J , ~ i
FU''~ It' ~ 6~~ S ~ f, ~ % ~ iuh pIUE~-~I~'~ a ~ a, ~ ~ C - i -
E bE1JGH 'Ai ~ i Qt S LD . / ~ ~ ~ ~ gar roi e. W.d ti
~,t,aF'E , . C - . ' J~p eaw•+e M .row ~ ' 8~ ec t ~ t M hrs ore ~c?,kc 1 to
M J r kpal sctkn
s / ~ 1 ~ 0 TH 3~ ~ A ~ :~,~,a,., ~ i 3 en a
S ?ro~ct tnt»
j~„~.. ~ lh 7 7 ~ r _ NEST .IEFFERSp -
~l ' ~ / J ~ ~ - ~V I , N / FLF.E'1~hiGY)tt ~ - ~ ELEMENT ARY SCHOOL
tJ `J ~ _ ' , ~ ~ / ' ~ NI! t~ltYfr, NC'R1?r t.Vhl ota
~ k ~ - " - ry%., . - ~ bv.hp nn~ • -
- ~ 3 ~ ~1/', ~ ~ - - V ~ ~ N.G. D. -
- B ~ ~ ~ r w ~ O.T. ~ CA S ~ I -6
~ ~ ; w~Twu 1.1r~1r ~ ~N`~s r, 1, ~ 4~~r,~~,c~ : W ~ EXI5TIN6 d FINISH - d 0 _ _ _ ~ 6RADC CLCV. v' -f,3h
SKIS ~T _ ` ' C) J _ Fi Seal O A-o,jrct No,
TrMR'~ C'IVE~ Il'~. -,,N~Y~uGT10N L1M , ~ G'OU'~.I
~ n, . /~P~kF,~
• L. L-L- ryvvvvlH I GJ 14Rlil"11 1 I b ~
3300 Do tv oa-iv-
BOONE NORTH CAROLINA 373 2784 r- A-aworv Nm
COEN DESIGN& LANDSCAPE ARCHITECT
PATTERSON NORTH CAROLINA - , ,
+ NB Ca ~ ENE, t~
e
+ REVISION DATE AUGUST 17 2001
°1 I O I ~1 -

;r
I
{ i
i > 2 d ~ ~ tr 7 8 ~J 10 '1 . 14 li 12 13 14 i5 l6 17
e.y_._... ~
i:1 , ~'f l
T14~: a. 2' TO 3' WASMiEO ADfNlE6ATE SHALL SHALLOW TYPE INTERMEDIATE TYPE (4X4) DEEP TYPE (5X5 ~ p r•n a us w ee!a0 (s rtar m m re? w oe?e+1 owx m rea w ~ • V; 0
8E USED, PAD TO BE 3iYL X ZD~ % e" t eeT4 1 FiGtl A 3.81 T~.Olt 3, i1 ~f.41 , . 5.
1' tY ?iD! AT A MANMIlwE ~ v~_._ 2.8 D1,0i? ~ .C~ tt. .47 .17
_ SLDPE 2:1 ~ E. TURNk16 RADRIS SUfFlCIENT TO ~ - . ~ ~Tf LAR(As TRFkKS ~ To 8E L _ C 8.9 3 3302. 1 ' , + + ao~'- _•r C. .f 8 1, t. 3~ 7
j ~ROV~oEO. NATURAL GROUN6 - ~ ~w - _ • ~ ~ . . , ~ D 4.83 33 .Oil ~ 3 ~ 2+t 400 0. ~ 15 1. .2 3284„20
OR FlLL OR CUT \ c. F NTRANCf S SFK)ULD BE t.t)GTED TO ~ +'RCAADE F~O,R IMXIMUM UTNlTY iiY ALL ' ~ w ~ ' ~ t4.83 - ae„ - t ~ -
C~FJS'IRUCTX)N vE1MClE5. } L_. a~r,AcT® Rt r . - 3 x.00 - ,20 48 129 O,fli # 5 .86 4.08 x15.?b
i aav~ma, o~ r w~ ~ ~wao i~ a. >AUST BE MAINTADJED P? A CONOtT10N r I _ BERM wwpl ww.l PREVE]iT TRACKpIC oR 00 ~ 4 t # 4.75 D.. 3305.34 r E-
`...~,iu~>Z'~~' 1, 1 DIRECT fLOW Of IR1D ONTO STREET'S. ~ r , ~ Ft 3,58 330 ,.94a 330 1 50 gDt .1 5 0.4 1.12 3304,62 I._ r
1 ~ ~ PERiOtXC TOPORESSAi'G W(TH STONE ~ , ~ SILL BE NECE5SAR1'; KEEP 501 FiNgY. -rK erna r weien ~ I 14,7$ 3310.00 3303 33412.$5 24" 135 4,4• ra~~oouo emaws: ~ T 0,9 i,8 33~.T5
i •aeoo d 42.43 3x17;511 3301. 1:50 150. 0, 1, 7 ~r~anT°~. •r•ac ~ r`~aa°,~i .`ea~me 1 Y 3303.50
~r e- ANY t1A1ERW. WF#CIF SUII I~W(E5 R 1 ONTO THE RCwD Mi)ST BE CLEANED UP "ew"~.a°~b.'•roMOQ°sx K 12.93' _ g - _ r r L x.88 - 3292: - 42" D.41
fAM1EDYUELY. 2.,2 t0 0.85 2.67 3294.97: cogs Dui ,rl _fIL ' ~ _r.~.. i M .8D 3298.48 ~9t. 1,00.42'' 44 . # 10 t1.8S 7,47 3243.97 K 4 _•r
.a' I N DITCIi I r ' wo?'m •ai~ r I_.. ` T~-- N ' 42.E 3398:40 33 4~' 1611 0: 1 ~I 1 r _ 0 2 D.86 3.01 3.01
w f aAS'+c ~ , : - na+ s ,o ~ , ~i? , eet-__ o>te er 4 43.88 3296.00 3 8, 30 ~ 42" 480 D.03 4:$ t3 0.7 .8 3.10 r r? ~ 4 328
I oolaue~ep Tp~- ( ~ , P 9Rl•88 32f11.00 327 315.40 36" 150 0.41 8 L , , w r veto ~ 0.9 ~.7 3277.10
~ 11' Npl ~ ' FLOW `t L E ~ wac ~ ~ ~ ~ ~r ~ tl 12.40 32431.00 3273. .8D 4Q" t4D 0:02 t5 1 4 3 - r 2ed.8t!
roe ai 1iMID-CeilIC1EU ~ cAt {s~,wol w _ ~ ~ r - -
r T ~ No#e all to I . . so«r Py~'+g ~ f u ly Qs~ha~t ctKtted or ahutntalzcd corrugattd n+et~l ,464 ti,ictc~,s4 unltas o~rilc
_ ~iri • intl~ttt4td: P' sl inn in feint # ~ 9 pe+' f.~o . fw~ p~rcer?# s#opc; lt~wb#tply by M10.: Note; Acftipl p~6
~ is' ww r, vuty. Nutt: truirk "P` is txirtir~ ,
' BEf~I/DITCH , SLAB DETAIL en seal
iw rr +at ru. reewa i r wmua r r-- r ~ •iiaoiae re ~ IOR Mat i { ~ i
NOTES: e' w+ RIP-RA ~ P PR QN ~
F. P a~ r~ ~ PRO~utn ro aRA~aE F ' o>Aa~ o~c a~, serla +~o ruGal ~ ~ ~ a Mt pos~rat ~ rwa•w »tc aeeiea earelne ~t oea~ I ~ ~ ~ i
ELF ~ tiEtOCt1E5 R91L YAt~AI DRANAZaE DETA~: TEMPORARY SLOPE ORAL! Awu Ls ao~fON~ rrNau? ~xPaRTrNC t~,aiu~s ~ y 1_r<___.__J E 14.89 24 4 14 1 2.25
PEiRiNIEMi CIiAIIMIL OTKIIMDN6 AT A[ T~'6 ~ 51{yES MU6T 1' TO J' MMSNED AO(~tECATE ErIP'IY MTiF !N APPNQ1fs 1qE OiuM(9~ DFTAat59. lE ~JMI/ ---~r_ K 12.49 24M ~NNI. 1 14' 1
x T~ wort oowatr tam Dre>91gON: R 72.4 48" $d' ' ~ 1 2.
1 YA~eIIE CtIIPACApI ~ ALL !1l 18 R#~UIIED• t • 9UR~fT TD ACT NL ~DI~IfT-lADdt Tpt piD NOT'~~ TAPER ALL APRONS TO 5 ' PRECAST CONCRETE CATCH BASIN ~ ~u?ts
a sEarerr tXMTII?X oE+ra M16T iE Nratlr Ta ro ac+wNO NOTES: APPLIGA~E AT ALL PONe1S DF AND GI1~ Q NG (A1 M COII~IICM111 M1! 1ND OPF11A110M MIGRfSS R EORFSS UNi~. 4fIE IS
F StDlblT OOMTIrQS MD AK MSiALtfD AT FApI STAALIZED, IREJpI~Tl1 p~dt5 Of OAIACAL PANT AS IOrAT~ THE OEIAC£ AND TMIk1Y
~ DDNSANICTIDN QPBGTipR. TO IMilE DAMA6E5 dY AYMftT7dANCf YU$T ~ PIeO'MroED. i T S IN~T R
S DA411S~ 91QAD (E ~lDED AND MJILEfra F THEY ARE lO I~IfAM el KAC[ OMFJt 20 Na1OFtC OAY3 MARK 10 ~ a ~ I i~ & ~ 1tYiEr' n wte~fis S+c~t
e. '3Er1( DIYfJt90F15 Ai191 EACH RA14 ~ ONCE Ppt fiBK wlQi 1 12,88 62.4 0. O.t12 0.45 o.a4~ ztol 2.s2 ~RASs
~ NomED ro TEMPORARY GRAVEL CONSTRUCTION ENTRANCE XIT z 2.19 62.4 0. ~ 0,05 0,4 ~ o.a4~ a ztQ:.1.45 ~~Ss
3 4.$$ 62.4 0 0.03 SEEDING SPECIFICATION o,a7 ~ ~ ztol 2.12 ~TTCtAwN~'I°
DETAIL TEMPORARY pIVERSION BERM/DITCH (nts) 4 7,22 bz.4 o.3t~ .2 a4 b 0.49 19.045 10 2ta1 2,33 BASS
x t sLDPES oR PUTTER ~ 21.7b 62.4 0.33 0,4155 1,18 0. 3 0 b 12 2ta# 4.b8 ills#ic Mgt'
Apply a rk:ulturd Ilene at rate of 901b:/1000 equoro feet. 6 17.12 62.4 0.47 0,
__.e..__.___.___.w_.__.~~_.__.~ k 1 1~-to-t0 oomm•rctdd Ic 05 1.43. 0.0165 12 2f~! 2.97 Strtnv ~r#ct App y organ fertllter of rate of 2Oib•/tooo square feet. seed in accordor?c• with fdbwin sch•dult 7 6.24 62.4
_PIPE DM. ~.-~..a.._ ..._V..~._._...-,.. 9 0.216 4.027 0:~ 0.03b 12 2to1 2.39 nthetic Mat 8 6.82 62.4 0.2 3 O. •
~ ~ ~ I DATE T`tPE RATE 0 33 4.1! 0.104 12 2to1 2.78 15 RT July 15-August 30 R•IIoM Hard Feeow 230 lbs/oat H
b ~~~~r Sept. 1- IAay 15• Rdbnt Feea• and Abruzzi Rye 275 lbs/aen ~i ,
ILT R A IA 15- Jul 1St R F C 5 eilant and ~ N SG il•t 290 !bs Den ~ 1J L y /
~ ' .e' ~ ~ilsin Disturbed R Stor culft ~lukh with straw of the rote of 73-t00w~/1000 equaro feet, C 1 4310 Whir
NCaOT STANDARD 2'xs' oRaE RtPRAP 1 7,89 13957 ~ixi45x3 18225 7.89. 0 .6 8.8 31.375. 16' SLOPES GREATER THAN 3:1

~ d r! ~.r.. ~ r ~h- I itur I e 3 4.04 7332.6 35x15x3 7 App y dim at rote of 90~e/1000 square feet. 875 .4.04 0.6 8.8 16.483 10' Apply i 10-10 comm•rdal argonk hrtliz•r at rate of 201De/1000 •quan teat 4 3.58 6497,7 32x70x3 8720 3: .r Seed In occadance with foMowMtq ect~edul•:
~ arses _ ~ ~ 58 0.8 8.8 14.608 10 5 1.67 3031.05 25x50x3 37541 1.67 0.8 8.8 8.8136 10'
b M1 .s DATE T`fPt: RATE 6 0.44 798.6 15x30x3 1
tYrIOAL OOIIC. ¦eoc ~ 'r . Jul 15- Au 30 Reliant F • + 3`~ 0.'14 0.6 6.8 1.1952 10 r Y 9~ Crown Yetch 280 lbe/acre 7 0.92 _ 1669.8 20x40x3 2400 0,92 0.6 6,8 3.75 ' Sept. t- Alay 13• Reliant FNCUe + Abrual Rye 275 ~/acre 36 10
Mim ~ _ i• to aawc h ~rti~, ~ { 4 19R { ~ ~'rf S 1 S t 14o t 5- t S• F 8 1.6 2904 25x50x3 S , r ~ , y July Reliant •eoue + ?t1Mt 290 wy/acre 3750 1.6 0.6 6.8 6.528 10 u
A. M ~ f+1'1..'M ISOMETRIC VIEW _ - "t 9 0.56 1016.4 15 .y i - x34x3 1350 0.71 0.6 6.8 2.8988 10 s~ ; ; , IAulch wilt, •baw at the rot? of l5- t00b•/1000 square feet. _
~ ~ ~'r~r~ ~ ~ , e tt r q ; i _ + !r ' li 'Temporary, r•-teed September t, at recommended rata -
i r ~ , 11 1.32 2395.8 20x40x3 2400 1.32 0.8 6.8 5 y.~, - .3856 10'
f~ ; ~ s i ,a,~t~1+~~1 ~t~1 r ,-if _ ~ _ , , . ~ s . , ~ SEEDBED pREpARAnON 12 1.3 2359.5 20x40x3 2400 1.3 0.6 s • , . 6.8 5.304 10' rid, ;-t~1~r ~;,3 f, 1 - -
Y (F w~ ~ F ,x,7-t, 1+Arf. 3 0.95 172425. 20x40x3 2400 1.53 0.6 6.8 6.2424 10' - 'i}li`' ~ Surface water contrd meaeurp to be hstdled ocoordh to plan. qq BASED ON }INCH PER ACRE PER YEAR SEDI ENT
! I fir ~/1 I t ; - " ' Areo• to b• aeded •hdf De ripped and with awgabi• t w. Told seedbed M LOSS FOR A ONE YEAR CONSTRUCTION
w i 4' ~ PERIOD. FI prepared dpM shall be LTER BASINS #3-4 SNAIL. BE ROCK DAM TYPE BASINS. FILTER BASIN #1 AND #8
n ur ~c ro nE Loose r~~ roob, rend other obetructlon• than be removed tram the wrfoce •o that ARE INLET TYPE BASINS. t a ~ waa+ tMy veil not hterf•ro with atabliehment and maintenance of vegetatbn. Surface for Hnd A -1 /e'
r i seedbed preparation, at fhbh grades shown, •hdl De reasonably smooth and unNorm. N no tow feet b talon, hrtlNz•r and IMne to b• oocording to ••edhq epeolfication• , ,2• ~ te'
ao • PPE ON ~ . ~ , l4 • APIION IENOTH ~ It tow test b taken, provki• Ilene aid hrtllz•r acoadlnq to tow tat report. l/2~ ~ F
w • APIION trDiH ~ tglaeR r _ _^'r""'. ~ ( 3 X PPE • 1/r ~ ~ ~ d . Lams and fertNlzer thaw b• applied uniformly and mixed with the •ol durhq eadb•d . _ t., - ~ - preparation. _ . __~._s.____.~.. i i/8' rt
e . APFWN oErrH PLAN t, t _ _ s• ,r~T s•
~ ~ +tJNCH ~IIdI9a GRADED SLOPES ANO F1LLS ,1 , 2•, I . l 1 e' e
1?~1iri~ 12-NCH to - SECTX)N n ~ ~a a snot a w~aw FLAN ageu- The angle for graded elapse and fwle thaw b• no greater than the angle which con be i _ . _-~_.r_._ i
SIAPE 0 N fIUM' ~ lP RAJ. A10 U~ Isle At M snws n N+nioWMC ntakt.d by vegetathie cover or other adequate eraebn control dvica or •tructuree. 1 01~''r""~ In on event. elopes i•ft Deed ehdl, within 15 da or 30 coNridor da of ~ , Y ~ w~9 ?e ~ Nays a!• un, a- wt,~ a~~~m~ ~ 2~"
Hue ,r la ~ eeet eals? completion of any phase o1 inq, whlcMvr b ehater, b• planted a oth•rwb• ,k ~ ~ •
- - wee ~ ewu ~ ~ use ww nwa Ma? _ ~ ~ „eeMa eA~ •'r ~..r ~TM oc~e ~ CHANNEL LINING INSTALLATION (Virginia Divisio provided rith ground cover, ce•, or •tructurs• euffkJent to raetrok, eroebn. ~inia Division of Forestry) T An ~~M.,,,a~, _
, _ - r ' - . , , S"tM~IM~D YMD N~NFT WRH OW1TE iMq FRAItE rRON ELEV oN GROUND COVER ~ ,.,...,.8 . ; ,,,o„F , SECTION A A , - a=~«,~~"~ f.~~,~,~.or,
e _ _.Y._..,__r~__.__-..___ E t ~ I__ . ~ _ . _ , Mhenever land-disturbing activity is undertaken on a tract cwnprbhq moro than one E
sECTioN A -A, _ . NoTES: aa• and if more that one contiguous acre N uncovred, o ground cover euffkf•nt to
SEE APPROPFdATI SCHEDULE FOR DIwENSKJNS Ffte` he'r'"°+ restrain erosion must be planted or otherwbe provided within ?5 workMg days or 3o calendar STAND~~RD CONCRETE: CURB AND GUTTER nts days on that portion of the tract wh{ch further active construction I• not being undertdc~. SEE pLAN ~~OR LOCATIONS
1. Lo fe the Length of the ripEaP apron.
i NC DENR J~ND QUALITY MAY REQUIRE ADDITIONAL EROSIOfv '~NTROL iJEASURES AS REQUIRED TO k1EET THE REQUwRatENTS OF THE SEDIiiENT AND POl1,UTI0N
` 2. d • t.5 tlmee the moxknum stone dbmeter twt not kw than tT' CONTROL ACT Ci;' 1973 AS AMENDED.
3. A fifer blanket a flier foDrtc should be
kietdled between the riprap and ao9 Toundatbn
'Jrorr BY Revlslons / &ubr~ssions Dc.'.e
RiP RAP APRON - NO DEFINED OUTLET C,I•iANNEL
r~ DG/85 r REVI510N I iD-05-DI
5.0' min
f 57 WASHED STONE e' wr+. . _ _ _ . _ . . checked By. I
i LfNG~fH AS NOTED rs j ~
wH ~ ;S7 wASFa~a sroNE i _
l g ~ t ~ ww ~ w i I VARIABf AS DflfCitD 8Y llf 1A109GIP'E A~Rf1E>rr
3 ~ i~ I ~ o ? 2'~ ~ rT/ACHE . ~ l w„ i I HOWELL ASSOCIATES
E 1 r.~..r...~~,._,~..n. , ROCK APRON AF 10E OF QAM ~ ~ ~ ^ I t + ~
CLASS .EROSION CONTROL STONE ~ ~ NOTES' ~ :t~lA(n.~~. Sf I FKr Ai i 7N { ~ H ~ _n?~ FEP i ARCHITECTS r ~ is c~. + ~ ~ ~ + ~ 12 ,/2 ua
i 8~ m'In.l i ~ fpi DRAeucE AREAS ~ i NQr EXC~IC - ~ - ~ + t ~ t et»~~ BOONE NORTH CARD INA L
i 5 (E'~J i 2 EARTN 9ERF1 9WHi ff STAeI~ w SfIDNC ! ~ f ~ -
I `'~INDISil1R8F,~j $Oli ~ FlITER FABRIC I B.0' min. ~ ro TOeTI ~ i I ~ ~ 6RAOE I
cROSS_sECT~ON ~ t o a ,OR ~ i KEYWAY ion FILTER FABRIC ~~USS B ~-ROSION CONTROL STONE sE~'TtEI~ExT ~ ~ i 1 _ i 'hiss dratings are the proptrty or tht architect and I ;+rr"'^"~-'" nay riot bt usM h rMale or In part rithout Written
~ _ .onsent of the archittct, Vblators art subJect to
I I c ~ I ' 'egal nctlon ri'
Cros~ `~ec,~or 7 ~ i aide 2 : ~ aide ~ ~ ~ i •~opy~-gFt (c~, 2001 FbrtU Assocbtes Ar<Mttcts
I _ _ ebpe moX Weir Len th elope map _ _ - r 9 I C DESIGN SPILLWAYS ' ° ~ 1 e' Fkt}NT ~nEw q~ p~ Pr~o}ect ?Itle
AS NOTED i t _ ~ ~ ~ . , 4t~r i ~ f sad t1nE rAeax WEST .~FFER50N /FLEETWOOD
ORAINAOE AREA wot t~anF 4 ~ i t r AFT i ~ ~ r~ ~ I SLT fE11~E FAlla(:
\ f i ~ ~ ! ~ LD l . E?~ICt' ELEMENTARY SG++OOL 1
~ 0.C r. ~ ~ C ,r ..l' BY-PASS ~ ~ ] E.0 ~ ~ ' ~ '~~Y ~ ~ BfLOM i ~ ~ 91JPE Droving Title
' ~ ~ i D.0 ~ d ~ i TDp ~ ' ! IS~I . ~ I ~ 5 11.0 j A F 1:1 SDE MA1( OF Di41 h
/ N~ _ . [1 STF t ` 3 6RADIN6, DRAINAGE, AND
i ~ DNIDISIONS SHOMM ARE MNIM4IM i J YN. _ FT . R F ~ LTE ABRK; / ~ ~ ' ~ ~ ER0510N DETAILS USE SLIT FENCE ~ "'AHEN DRAINAGE AREA _f i ~
/ i I DOES NOT EXCEED 1 4 ACRE AND NEVER IN ,r ~ C W DYER OvFA 9arP Stal Fro}tct Na AitEAS CONCEN ATED stow
.r. _ .1 STDNl Sf ' Itt'ah i MAINTENANCE ~ ' i ~ f _ DD03.1 fQR REPAiA Of Sll ~ETICE AMdIOR 91atT As I Rh
NSPEf.'T iF]IPORNN SEDMAE?IT TRAPS AftER EACH PERtOu Or SK;leF1C11NT RAMIrAti. REIIGVE StTX11ENT ANU RESTORE iWW iC~ "(S Oftl(AF64 i I D~NSIOleS M4FJi TFE SEDNDET MAS ACCUMULATED TO ONE-HAIf ?FIE OESION DEPTH OF THE TRAP. PLACE THE SEDe1ENr TFWT IS REl10MEP W ~ > NO 5' i De~JChD BY :1rJG5~APE AAfJ(TECT I A ~ A~uRES osE RU/ ~ a~tt WASHED ~TOiIE ~ .~''~'.'!~/,f, ;~"Nir a~, /1Q_i/L'~/Y)i
_ . _ KEYWAY A DESIGNATED DiSP06Al AREA ANO REPLACE THE CONTAAMNiED PART OF THE ORAVEl fACeVO. I
J tone J e C i on CHM TW WRUCIURE FOR om#aE FROM UUMMIN oo Pw w PEltlo cw y CHECK n1E OUTH Of THE l r v w .vv FOR ANCHOR NFEdI SILT FENCf ODE NEw
sPkLwAY lt1 ENSURE iT t5 A MINWMLAII OF Ib FT, 88J M THE LOIN POW OF THE EMBANKMENT. IMMMATELY FILL ANY SETrLZId dT OF THE EMBAIKMW TO 4Ly)IfITY ABOVE DESIGN ~ A GRADE. ANY RIP RAP DISPLACED FROM THE SpiLLwAY MUST BE REPLACED yAMMIATEI.Y fi pRO1-CT?NC r,ATOH BASIN
STABNRE THE EMBANKMENT AND All. OmTURBFD AREAS ABDVE THE SEDNE11f POOL AND DOWNSTREAM MM THE TRAP &&C UTELY AfTER ~l 7 Dr owlty No. ~q i
CONSTRUCRON WATH SEEDING STANDARD TEMPORARY SILT FENCE
ROCK DAM DETAIL A- 4 ~ AND RIP RAP FILrER BASIN /
NOT TO SCAT F
of

_ _ ~ _ ~-1°
1 2 3 4 5 6 7 8 9 i 10 it t2 13 14 1~ 16 17
i
{
CONCRETE BLOCK CATCH BASS! ~ Srnooq~r b1a+d Derign top w101h ~7 MMSHED STOf~ FILTER Mil. f 2' THICK
ooKdat aroa ~"S7 MMSHED STO ~ ~ ( L
~ ` ~ SED AT END OF PROJECT. GiCFI ilAS1P1 CAN SEOIMEMT STORAGE ZONE
' / ~ BE RAISED AS NEEDED PLUMh6 OPEN
I \ / COISlSE OF BLOCK WRH MORTAR . r
i _ .ri: y :.Y:.1 . / R>,ER CAM BE BUNT AS A STANDARD
/ GTCM 8r~4SMl/JUNC1iON BOD( / ~
} fMEEP HOLES) AND 8E UTNJtED AS
i - { SUCH WHEN PROJECT IS M AILE.
Daign Midul~i~ ~ • ~r.. CUL PIPE
~ K 4" ~
~ _ 4ALVANtZED IitRO~~IiE OR ~ FABRIC CtRfH W/ 1/2' aR~ K 1/2'
~ f
V-SIAPED RP RAP O?YIIMEL j PERSPECTIVE VIEW
r
i
i /2~ ~
~9n ~ - ~ ~9^ toP + CAI,.VANIZED HARDWARE CLOTH 1 ' X 1
~ __f FlA00 STORAGE 20NE \ ~ r - COURSE OF BLOCK LAS SIDEMIArS ON
J j 3 SIDES OF GTCH BASiM J
STORAGE - - ('I` AL ILISMf CAP
1'
} ~ 1.y~ ~
r _ _ -
I
SniootMy t~Mnd ~ t ~a~~ ~ w~ arAwa GRAVEL BEDaarc i contact ano ~ _t_ FLOW CULVERT PEE
z OR F~TER FABI~
! top wl0th ,
' I i j.

, is CONCRETE FOOTING PAD
t _ ( ~ - \ \ X87 WASHED STONE FILTER LAID AQAMrST FIARDWARE
~ ~ CLOTH (f : f SLOPE - - f 2' THigO
_1 _ - . _ _ _ _ - D~a ttdcJcnees t _ Ct.F.AN OUT POINT (1/2 DERIH ~DIMEM STORAGE ZONE)
~ ~ TO BE USED WFIERE EXCESSNE 5InRMREATER SECTION VIEW '
~ GRAVEL BEDDNC % VEtAC(11ES PROFRBIT VEGETATIVE UIMNGS.
OR FlLTER FAQ SRE OF SCONE MUST BE DElERI~D BY
PARABg1C ~IA1ED RlP RAP pIMIQ APPROPRIATE DESId~I PROCEDURE.
CAT H A N RI f N C BSI SE .SIN RISER FILTER BASIN H
RI A ~ HANNE L LS
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Ornrn Revlelorr ~ 3wnlrebra 9att
D D f~M~JION ~ 10.0N-01
CMdced
H WELL A ~ IATES 0
ARCHITECT
BOONE NORTH CAROLINA
C c
tlxre draelrpe ore the propt.~ty of the trchltect and nny not be wed h aF+ott or In part thlhout tritten
conrent of the arcMltCt. Vlolatort ort wbttct to
opal at~o?t
Copyrlpht ®20~ Hoeeit Astoclates M~ct~lttcts
Protect iltlt
VAST .JEFFERSON /FLEETWOOD
B ELEMENTARY SGHOOL ~ courrr, ?aoRn+ c~nol.in?~ g
DraeYq Tltle
6RADIN6, DRAINAGE, AND
ER0510N DETAILS
star Protect no,
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A 373 2784 A
i
1 2 3 4 5 6 7 8 9
10 11 12 13 14 15 16 17

U 1~. CONS UC
T TO SCALE "
1. Obtain Ian oval from DEN2. A e-construction conference may be required, contact ~ P W
NC DEI~R prior to beginning work.
2 Install temporary gravel construction entrance. Irutall Silt Face. Install Sediment Basins and _
diversion swales to basins as shown y_ .r' I
o`~ Q~, t587 3 Clear site to construction limits shown. Grade site. Begin building ea+struction. i r A`~ ~ ~
~ ~ + i ( r 4. Stab~hie cam feted areas w th ravel and ass as requ red. Instal stone base for aadway and * T ~
~ p 9 9r' parking. Install storm drairioge and oli other unde+ground utilities as agroved. Inspection by ~gl1VEl. .rk~~ ~
ti i ctor ~ ~ IDG' conscrra on nspe ENT~~Gt; ~ IOG' Q ~ ~ ~
5. Compkte grading. Sediment control ~neosures to remain until stab+litatian is complete. Basins to be ~ ~ v' i ~ . _
- ARPBRt- ckaxd out wham 50X full or kss. ~ N s 3? sor
~ i 6 When s+tt is to final grade stabilise all disturbed a~eas with permanent cover Temporary sediment ~ !`~D - _ t~ ~ ' i
6 I ~ 1 nc s +o in thro out construction _ ~ I coniro me. ure remo ugh 'J3 t,~ r ~ ~ ~ i r6~ 33 ST ,
i - ~ A t nt site stabilisation is achieved remove all erasion control measures and stabiiiie ~ ~ lr ~ 7 f er Pew ~ ~ I TO ~
~ cress disturbed by such removals with permanent cover ~ ~ I v` ~ ~ ~EFr TURN ' NT t
d f 1~ l I 2.0 E~~' - 8. Obto+n final inspectwn by com+ervatiom inepettor. W -P ~j T~ ,1. ~ ~E~r rum ~ ~ 21 ~ - - - ~ - ~ - ~ ~ 25 - _
~ v'~ 0 1d 9 Total disturbed acres ore 24.07 acres ar less. V? 6 3
~ ~ ~ 22 ~ - _ _ - - - - ~ - f -
ur. ~ Y 1`a ~ N 2 ~ I ~ ~ p _ - _ _ - 2A ter. - ~
~ r , j I~~ _ , ~ r i / _ - lQ " - ~ ~ A5 1
~ ~ ~ ~ . ~ ~ .
- - I ! ~ ~ Y ~ ~ p i ak~~„~ _ _ ~ ~ r Y 1 .
~ ~ p _ ~ ~ ~ " - 1 llM'~ 1I - - Y - 1 t Y. t f
6~, ` 7 i ~ Y i Y A ~F ~ ~
e , S 1 j ' , r~u ~ ~ ~ ~ ~ ~ \ , i
~ ~ ~ ~ ~ - Q ~ ~ ~ ~ i ~~Y ~ ~ 4 P ~ fi /
~ _ . _ - , . ~ Y ,
~ i _ - ~ ~ „ - 4 -~-r - ; . ~ ,
_ ~ _ 1 T PH ~ - - _ v ,a; S ~ ~ ~ a ~f ~n , „1~,-i~ ~ , 4 ~ ~ , y r- ~ i
9 v - - . - , ~ ~ L - ~ ~ ? _
- - - ~ .1 ~ r w
~ ~ -.-r°= x - _ - -
c? J.~; - - - _ - - t,r 1 G - _ _
/ - , - , - ~,REA ~ ` - Y - W i
? ~ S ~ ~ ~ ~ i _ Y Y' }
- ~ ~ ~ . ~ ~ -'WA ~ ~ _ -u ? ~ ~4 ~ ~ 4 ~ , ~ _ _
. s _ ' - . ~ f Y
s_ A ~ _I ~ 3260 ~ ~ ,-r~ / ~ , ~
. e tt .I" , _ ~ ~ 1 ~ i pt ~,sYR~ _ ~ n ~ ~ ~ ,era, , - _ ~ d~
rj _ ~ ~ 1 - ~ , \ ~ l 0, - . ~ 5T r J 08 G _ ~ r, ~ ~c. ~ - E S } DIM r r ~ SE / ~ ~ _ Sri ~ti ~L ~
r .er 1 ~ / _ / - ' ' x ` ~ ~ _ - ~Ye,~ - 3250 p ~ + ~ D
. ~ y ~ n ~ ;,,Mt)' , t
;K Q \ \ ~ ~ ~ - ~
~ ~ ~ ~ -
4~;~~, ~ , ; '1} 1 i ~ ~ ~ r
- T ~ y'ID •C. 9 ~ X ~ ~ ~ ~ ~ ~ ~ \ T ~ ~ ~ \ ~ ~ ID~f A, . ~ ,~Mu
~ L i ~,~Xr' , ~ ~ 1. tl
~ ~ A ~ A i ~ ~ ~ , ~ ~ ~c.ribu ~ .v.
i ~ ~ - f'" . ~ a . ~ 3~Q ~ ~ ~ cou T ti 8.4. ~ © ? ~ ''S ' 3 'f C uM ~ E~ ~
t1 ~ ~ ~ W A l~TN~ i ~ I, , ~ EATt ~ ~ ~ , r ! ~ ARE ~ l~
a t P 1 X~ - ~ ~ ~h' ~ ' ' l' ~ ~ _ V?~E ly ~ \ \ ~ ~ T O ~ ~1 r, , ~ , ~
x D \ ~ W rs ~ ~ ~ D 'M ~ , 7 ; , ~ . SE - / v~1,- D ~ ~ ;'t h ~ ;l', ~ , ~ i I
i X l \ ~ \ ~ ~ ~ ~ ) l \ i X ~ \ ~ ~ GRI i I 1 ~ ~ J ~ t,~ 0 ~ ?H , ~ ~ IN , ~ - , - ~ x ~A ~ ; . , , ~
T ~X" - ~ \ ~ ~ ~ ~ / ~ ~ ~ ~Q ~ ~ t ~
= 9609 7. ~ ~ ~ ~ . ~ , ~ L~ E ~ ~ ? s
- ~ FI • ~ l o x- ,zs4s~~.z~, o ~ , / ~ 'E' ~ ~ ~ l ~ ~ ~ r~6~.: , :err 1~~, 1., - ~ X
f j \ , ~ V ~ i ) , r f ~ ,
~ ~ ,x , r ~ , ~ A ~ ~ x ~ ~ ~ ; , . 1 i ~ , - } I ~ ~
~ i ~ , ~ ~ 1 ~ s, ~ t ~ ~ /i ~i j ~ ~ ~ ~ _ ~ / N ~ 1 ~ 1 x ,ryF ; M C I ~ 250 i
~ ~ ~ ' ~ ~ ~ ' i J l ' ~3' ~ ~ ~ ~~n ~ V \ 1 ~ / / ~ , 330 ~ I - ~ ~x
i \ ~ ~ ~ ~ l l l ~ , i \ v ~ ( - p~__ _ % ~ f t~ ~ - ~ rG ~ i ~ I o f Sl E~~' ~F'J~' ,fir' " ^ - ~ ~ - k
~ N ' 115 c ~ ~ l ~ / ~ r ~ 1 - - ~ ~ ~ ~ _ s' ~ ~ WETLdIJDS i i
E I o ~ -t ! / I Y" ~ ~ I - - - - ~ X Arm ~ - , ,
P~~ StDu ~ i ~ \ I / _ _ ~ -k ND ~ ,ujx~s , - -
I us l ~ r< I t I ~ ' 3- i 3- - ~ ~ ~ N5 k ~ ~ ASI ~o
{ a ~ ~ ~ ~ , I , ; ~ ~ ~ 3~ EA B RALPH GOODC'
Y' ~ ~ i ~ ~ p 1 ~ ~ / ~ ~ 3 ` - ~ x DEED OOK E ~ ~ i / ~ ~ ~ / , ~ 3 ; , ~ / ~ ~ _ t PAGE 73
1 t ~ \ _ ' ~ ~ J ~ \ \ ~ ~ ~ 'c ~ i ~ 0 , a-' , , r ~ ~w'E~~dti~ ~ x
~ ~ W ~tO ~A ~ ~ ~ ~ I ~ ~ x
f ~ ~ ~ ~ ~'.X~B 8 ~ / w_
\ ~ ~ O ~ I ~ ~ ~ l : . l 1 3~ p ~ + ,w N ~ _ - - - 1a o ~ 3?- ~ - x ~ I ~ _ -.l r--
P~, ~ ~ i ~ ~ i ~ i ~ i ~ - ~ _ x ~ ~ _
-ti ~
Y ~ ~ ~ ~ \ \ t ~ 2 . X ~ ~ ~M.?~ - _
C ~ ~ ~ ~ 3 8~ \ \ ~ _ 'r ~M~' _
\ _ - Y ; ~ r~fON, AIM x
~ ~ ~ ~ ~ 'r ~ + ~ ~ l ~ ~ ~ _ ~ ~-I ~ ~ ~ i i ; x
~ ~ ~7 ~ ~
.TERRY RAY ~ 3 I C ~ 90 - ? ~ : , " SI ~ 32 ~ 8A
DEED BOOK 2? 7 ~ ~ , ~ ~ ~ ~ x r~ 3 PAGE 352 ~L .I ED ~ , ~ ~ ~ R.Yn,b,,, ~ A.~.,~. ~a r N x ~ - ~S ,I - ;i ~it.~~ F ~D ~ ~ = ; , ,
t. ~ ~ ~ ~ ~ L L ~ Y ~A , , ~ ~ ; 270 ~ ,
3
Cam, ,,,~fC p~~M ~ I W ~ _ _ %j ~ r x`~ ~ ~ 'JQ a~b e )EEO E Y ~ A l N ~ ~ E Y ~ ~ ~ ~ AREA Y
I, Randy G. Rhodes, P,ofess~onal Land Surveyor, v ~ ~ ~ , ~ A ~ . , r ~ i x t0 I ~ ; ~ ~ ~ ~ I _ i ~ ~ , _ ~ 3EARIN( ~ ~ }~Et'Ley~Ls_ i ! i ~ ~ 1 ING
~ . ~ _ ~ ~ certify that this maF was drawn from an actual V o ~ ~ ~ ~ ~ i~ X / $ ~
surve made ender m su ervisiom that the err r of Y Y P o ~ ~ ~ \ ~ , I ~ , ' ~ / / , _ _ 'OLIVER Y ~ 4 i ~ ~ - i i~
closure b latitudes and de artures i 1 ~ ~ ` ~ ~ ~ ~ ~ ~ ~ i ~ Y F s ` ~ ~ . w. mess m on mal si nature this ~ ~ 2 N~ ~ ~ o~urb ~5~ FED , ~ - , M ~ 'C ~ ~ ~ ~ - ~ HOWf~LL ASSO IATE
Y 9 9 ~ ~ ~ ~ ~ . t ~ ' of A.D. 19_~. ~ ~ ~ ~ ~ o ~ ~ ~ r C S
~ f~ ~ ~ 1 ~ ~ i ~ , ~ ~ _ _ ARCHITECTS -
' 1 ~ ~ ~ ~ ~ A ~ 3~8 J X ~ ~ ! / , " BO N , . 0 E NORT C R ~ 9 ~ - - H A OLINA
A ~A Y 1 r 'f' \ ~ ~ ~ ~ - ~ : i ~ ~ OIL ~ ~ _
~ ~ X ~ ~ i ~ ~ I PLS No. L-3094 ~ ~ ~ i ~ , r / _ r;nf ~ ~ - ~ ~ ~ - T _ -
' ~ , ~ ~,i ~ ~ ~ ~ i, N ~ ~ ~ - - ~ ~ T?xse tr~n.?,ps or+ 4M property o1 tM orddtact end ~ ~ - _ ~ nn rot Ee uud M Thole ar M t ~tthar! ~ ~ ~ Q Y Pv' -Ftten
i r P. ~i„~PE ~ i . ~ ~ ~„~iicE ,~M , „ 6~M5 ~ i i ~ / ~ ~ ~ ~ ~ ~ CO/Ke11t OI thf V'ChltKt. Vbintorf OfY f1r1,~fCt t0
~ ~Ef;~l~ N ~ - ~i i~ l ~ ! ~iplNh ~ H ~ i i ~ ~ / ,e < _ ~ action ~ ~ - ~
Y yL9 E bt;1~G, ~ ~ ~ . C ~ _ 8Q _ - capy?~nt ®zom ?b.ell Assodntse ~rdrtKt, ~ ' ~ ' - - - - 2~
~ i ~ , _ _ _ _ 3 - . ,
i k :X J ~ ~ T~ - - - ProJKt nw _ WEST .~E1=FER50N /FLEETWOOD
O t ~ ~ << _ ~ ~ _ _ ELEMENTARY 5GHOOL
ij f ~ ~e~e ccurtr, ?~o~en+ c~wuru
~ ~ ~ ~ ~ ,.~tj _ / , ~ v ~ _ \ i~ ' ~ ,Y N ~ ~ , r _
~ ~ ~ ~ _ -
i / ~ ~ / / i/ / - ~ / \ , - - N.G. DA.T.
~ . ~ i ~ S \ ~ w ; ' ~ 1 - _ _ _ FJCISTIN6 d FINISH GRADE ELEV. ~ ~ ~ ,l, r , ~ _ _ _ ~ _ SAE • ' ~ ~ _ -
i ~ B ~ ~ ~ 7 \ ~ ~ ~ i ~ Q ~ _ ~ - tNt Pro t No. ~ ~ -W/Fd''L4uD5 L l , ~ i d ~ , / JK
~ IMIT ~ _ ' 1 I , v' ~ _ + o0o~a ~ ~
V?~~ ~ / ' ~ ~ ~ V '7 i r ~ - + ~ ~ ~ ~ \ i P KfR
1'~ p!~1 /^1,` i - l/ 7 ~ N I r ~ i ~ ~ ~ 0~ tip 09-10-2001
~ , = ,
.j- V L HOWELL ASSOCIATES ARCHITECTS - 300 1 " 8
3310
ONE NORTH CAROLINA
COEN DESIGN, LANDSCAPE ARCHITECT 1 V V A\o
PATTERSON NORTH
CAROLINA REVISION DATE AUGUST 1712001/ 01-10-01109- -f 3
-20
b
n,.
3

CO T NS R UCTION S U NC
T TO SCALE 1. Obtain plan approval from OENR. Apre-construction conference ma be r
y egwred, contact ~ NC l)ENR prior to beginning work.
2. Install temporary gravel construction entrance. Install i P- -R and L- - -
p pe Q M N O and inlet type
sediment basins #1 and #8. Install Silt Fence. Install remainin Sedime , 9 nt Basins and diversion
o~ ~ swales to basins as shown
~ Q~ ~ 15~~.~ 3. Clear i ~ . s to to construction hmrts shown. Grade site. Begin buildi construction, ,~y~ ~ ~ncu Ll M rT ET`'tEFrt~ - - ~,cNtiT~ , p~ dF E~15T f bV -
c~' y~ 4. Stabiliz a completed areas with gravel and grass as required. Install stone base or ~,,i_ f roadway and ~INGIDES 'w ~ ,r. - c -P
,i , ~ parking. Install storm drainage and all other under round utilities as a roved. .~T~=,_(IDU i.l~tlr L~W'T 9 pp Inspection by CCU ~JJE,~E ~pR6f~-~' ~F.d.VEL i _ ~ W _ ~ .p , ~;r ~tk, r ..p , , avEL c.~?ti _ ~ ~ ~
conservation inspector. t~;,~IaGIG~'~ ~ -(EMf ~ ~ I~~~ 4VEMEJJ ~ ~ Z~. ~P b ~ U' n IOc.' lS' -P W tr
3 E 5. Com lete radi ~ ~ ~Sr P E~-'T C p g ng. Sediment control measures to remain until stabilization is cam lete. _ o p Basins to be
n^-,.: cleaned out when 50% full or less.
I sb 6. When site is to final grade stabilize all disturbed are _.s \5 as with permanent cover. Temporary sediment vt iU u ~ ~ ~ ~u ~ u ~ I~1C - ~ E.3(v, -
~ , c ~ control measures to remain throughout construction. V~ ,.1
7. After ermanent site st i ~ t~ t587 p ab hzation is achieved, remove all erosion control ~ ~ ~ lS ~ measures and stabilize ~ , ~ ~-..1 I I n~ ~ Q~{ ~b~~~ - 2~o e~_ ~ 3~ ~ ~2 ~ ~ t'~ I ~ OR
areas disturbed by such removals with permanent cover. 11~ ~ ~ Ldl JEFFERSON ~ ; ~ I T . ~ ST LduF l N :~r ru~N Q M
~ ~ ~ 25~ t-E~r tu~N 8. Obtain final mspectian by conservation inspector ` ; ;P' I :.}?j Ttl~~ I -t-, ~ ~ [ . j., ~ T 21 a., ~ r 2+b c2~ ~ ~ _ - NEL
I~ - 3 9. Total disturbed acres are 24.07 acres or less. - ~ A ,l _ .3 I
a Z2 AFT. Y J' I I ~ . JEFFERSON a ' ~ 6~ _ - Z~ 1 _ ~ -
o t~~ ~ 2~C _ 1 ~ ' I'~ - _ r~ - _ - ~ - S
~ , ~ 5 ~ 141 ? I E~15 _ _ - ~ ~ ~ - _ , . _ _ - r _ _ . ,
3 •f-- ~ _
s 2~ ~ ~ - C - 1 ~ s J T i
/ t~ II ` ~ ~ ,1 r _ _ , _ l - f ~ ~
_ 8~N L__ ' - - ~ - ~ ~ i ~ f. C~1 ~ !J 41
ll ill ~ ~ / r r,_ rr Y+R 1n ~ / C ~f ~ 1~a ~ 3 - - - ~ , aN ~ ~
x~ ~ Q, ' _ a' c~~~ ~ D,I ~ ~ ~ ~ 4 ` ~ ~ ~
t ~ _ % _ _ ~ ~ 'PEN ARE / r ~ ~ V. - ~ ~ ~ - E, AMP ~ .l
- 1 ~ i. ~ ~ ~ ' ~ - ~ 510 ~,R~1~ r - - - 0 r~
~ ~ ~ 9 ~ ~ - ~ S ~ 1 1 ~ - - - ~ - ~ ~E i - ~2 ~ r r~ ~ 1 e ,
_ - _ - , ~ C., ,~S war _ 1 ~ ~ _ r of tT BEN ~ i - ~ / ; ~ E~ ~ ~ ~
\ ~ - ~ '~J -
'S ~ - - - _ _ ~ ~ ~ ~ - - 1 ~ ~ I ~ - - 1 o '
- _ _ _ ~w ~ I g _ _ _ - - - - ~ I ~ ~2_~_ pPEJ{ - _ _ - W i C ~ _ v ~ = ~ _ '~X-~''~ X~ -X X ~
3 - - o ~ ~ ~ _ - -x _ - _ ~ z
X - 1 ~ - t
- - ~3.~ \ , ~ ~.s I ~ S ~ } - , = - ~ , 1 ~ ~ . , u ~ ' - _ I ~ _ Y (•E ~ - - _ , ~ ~ ~ ~ s , OVA _ ~ I ~
_ ~ ~ . - 1, ~ ~ - - n ~ .
~ ~ ~ - ~ ~ I 1 1 ~ ~ - > - / - i ~
- i- , - ~ ~ o 26 ~ ~ 3
TR ~ , - 'S " ~ - 6 ~ ~ r 08 ~ > . blu 25 ~ - - ~ , 0. ur '
p~0 _ x - N ~ CH ~ ~ X, M ~ > vEC~ N X ~ ~ ME b~ I E ~ ~ ~ - , ~ EDI , ED y , - S N
~ ~ - ' SiF~1l~TI~ti , . h2 ~ 1EFtf, (11VE~'Sl~ ~ ` ~ EN - - ~ 25~ ~ - r r~GTlo1~ ~ D _ 3 ~ 12 r,.~.r _ A
< ~ll~ / { ~f - ~ i ~ -~M~r ~ ~A ~ ~ L ~ ~ ~ IMIT S Ihl , . -
~Tw~r ~ ~ ~ ~ ~ ~ ~ ~ 0 Y c~ ~ ' 1 I ~ ~ , A5 , ~ i ~ ; 3~1 ~°25 ~ - ~ - > , " _
~r ~ ~ ~ ~ ~ ~ l ~ f . - ` ~ - ~ ~ . _ i
L i , ~ ~ ~ K ~ ~ , ~ ~ ' r ~ ~ ~ Io1J AT ~ti~ ~ ~ .
~ ~ ~ ~ ~ - T~?'1'F' ~ U Mir ~
i ~ 3~ ~ ` ~ 1 i ~ ~ ~ _
I ~ i ~ ~ i I ~ ~ . , ~ ~J~ l ~ ~ - I _ - , g,' ~ ~ ~u T~,~r~~~ _ , ,
~ ~ ~ Q ' ~ 1 ~ ~ t X ~ ~ W ~t ~ ~E ~ ~ 'TJC ~ o - ~ ~ ~ D~ ~ t~7HLE ~ uM~ ~ ~ 'RE EAT ~ ~ , ,
l ii a ~ 1 1 / 1., . r--~--~ >v I ~t ~ T t ~ ~ ~ 1,? '-1 P ~
i x ~ ~ 1~ w ~ ~ I vll C ~GRI i ~ X' ~ ~ ~ ~ ~ ~ ~ 1 53 ~ W ~ ~ D 15 T t ~ , ` ~ ~ ~~J ,
~ I ~ ~ ~ i l ~ I ~ 1 ~ d x' ~ ~ j > J I I 1 1 ME ~ ~ SED . r, INLE'~ ~ j ~u,l,~i,r ~ .i ~ ~1 I"' 1 ~ ~ ~ ~ ~ ~ r ~ ~ ~ , ~ .ti,~.'..`~,
r ~ ~ ~ 1 - 9609 7 ~ ~ \ \ ~ ~ \ I t6 ~ • ~ N ~ ~ , ~ ~ ~ ~ 6AS i ,
~ 1 ~ 10 _ 33 z- tz s17.z» ~ ~ ~ I ~ I LSE Q ~ ~ FI k ~ 3 ~ , ; -i~~, . ~ 1 i \ , . ~ k
E~v~ 334 ~ I 0 ~ , ,ar \ ~ ~ ~ ~ i ~ i ~ 03 ~ ~ ~ ~ } ~ , fi , I ' .
I I T ' ~ 1 ~ ~
_ ~ ~ ~ ~ ~ ~ ,y ~l(,' a I , r Y , 30~~ ~ " 1 r e
~ I ~ ~a . ~ I ~ ~ - ~ ~ ~ i - -
1 ~ i r i ~ 33cg I ~ i~ ~ B , x C 3 3 1
, ~ c1 + l t h ofd f ,F ~ K
i 15 G ~ ~ ~ t` ~ , ~ , ~ I ~ - r ~ ER'Sl ~ ~ ~E-~-c _ / ~
~ M (~f E . t ~ ~ i ~ ~ i PRpvtD ~ 1 1 1 1 ~ I~ k a ~ ~ ~ IVEf~dtib5 ~ nr~s~
ER5to1J ~ 1 ~ ~ ~ ~ I 0~~ diV 1 1 ~ ii ~ ~ ~ ~3~' . T lu y _H~ / ~
eT ~ ~ i, 1 I 1 I ND 1 ~ Mop 4._ ~ fE~ , ~ ~ ~ ~ ~~T~!~ ~ b~ i 5-
~ ~ r \ W 1 I ~ l ~ I ~ • . 1 ~ 1 I ~ i i ~ ~ ~ ~ I, ~ ~ 3~ ~ EA f ~ ~ A ~ ~ W j ~ i - ~ ~ ~ ~ ~ t~ EA ~ ~ - ~ - / ' ~ IN 5 ~ S
~ ~ i I ~ ~ ,i ~ BA ~ SE o / ' ~ i L~ Z~ ~ I l~ i
rt .r~r I I~ l A 1 1 A ~ ~ ~ ~ ' i ~ ~ ~ ,a~',.
~ ~ I ~ ~ ~ ~ IO 1 ~ ~ 1 ~ ~ _ ' ~ ~ C', NE
I W ~ ~ ~ ~ ~ 1 ~
~ ~ ~ ~ 3 I I ~1 ~ ~ UND
-2 ~ ~ ~ ~ ~ -K, ~ ~ y ~ ~ ~ ~ 11 i~ P E i/ / 3~ 1~' '
^N LIMIT ~ - ~ ~ I .k- ~ j~ ~ , ~ i.lll ' p~~T,~ \ S ~ iA., f ~ ~ : ~Q _ ti t
C~ ~1 ~ ~ 1 ~ < t ` 1 I I ~ . ~ ~ ~ ~ , ~
~ ~ ; i ~ a\ i ~:F',i~ - ter;,., k
- ~ - 32a~ i ~ ~ rF~E,~ ~ ~ Z ~
~ I , ~ ~ ~ 1 ~ ~ ~ r f;Di~, k~,M ~ / - ~ ~ L,4 g
\ ~ ~ ~ ~JERRr RAl' ~ b~ ia°~*~, ~ ~ ~ L ~ i Y ~ _
DEED BOOK 2 t 7 > ~ ~ ~ ~ I I { k
PAGE 352 a,, ~ ~ . ~ ~ . x ~ k 3 I o 8AS1 zg r , f ~T ~ ~ - DIME _ .SE
FN ~ ~ c.. ~ 1 ~ ~ g E~AI. 1. ~i~~-~ ~ ~ g ESA R.,~,,,,, ~ s~.aa„ ,,a T ~
,E 1~MF ~~PE M ~ ~ ~ ~ SC~F~. Vt`,p- ~ ~ ~t f - DPI H ~V x x. , Q' " , 32~~ BK5 I t,~ ,
I Ran ~ ~ ~ ~ dy G. Rhodes, Professional Land Surve r DT ~ ~ ~ ~ ~ ~ I ~D o I y ~ -8-1"00 F D pp ~
y ~ ~E ~ certify that this map was drawn from an act TC~ ~ ~ 1. ` ~ ~ ~ k x ~E TE ~f ual ~ ~ ~ V ~'E N ~ ~ i ~ , ~ ~j3 ~Q- to-ol ?1E 2! ,F, ~ t0 ~ , axd~•d Br ~ Io ~ _ 9 - t8 - ~ t )EED E
t. p ~ ~4 0 ~ 'k? t ~ ~ .u survey made under my supervision; that the error of ~ 7 ~ ~ \ 1 ~ 1~ I-F' closure by latitudes and departures is 1 ~ ~ ~u ' _ I u~- z; o - ,f 1 LApI_-~ ~ 5 0~ 1REA T~ ~ ~ LW6 ~
i ~ ~ I I I W mess my original signature this ~ ~ ~ ~ y~ 1 I ' ~ ~ ~ ~ ' ~ ~ ~ _ SEAR N.
of ~ ~ A ~ - A.D., 19_--~ A ~ ~ ~ li , ~ ~ TU A N~ , ,T~ ~5, ~ siNc ~ it ~ : bO~F ~ OLIVEk
~ 1 ~ ~ o ; . I ~ o ~ ~ ~ ~ ~ I ~ I I ~ ~~1t'! . ( ~ ~J
X! ! ` , ~ HOW - (;LLA sso . r ~ . cl~a ES
~ .1 , ~ ~ ARC N TE
~ ~ 1 i X ~ ~ PLS No. L-3094 , ~ o CTS 9 ~
~ \ ~ . ~ a ~ ~ i ~ ~ B ~ ~ OONE, NORTH CAROIJNf1 C ~ TEF1f ~}~F _~ic ~
hh- ~11(E TEFiP 6~M7 ' 1, / M~ ~sr`~ 1~~ u, ~ ~ ~
UELtii~~ INS; ~ ~ np ?^.H d~ ~ l 1 A I \ ~pf 01'f t1V pr('~~ ~y . / tl~f Y'<+~tK ~ VW ~yY - ~ 1 Mr COI G~
E bE1~GN Ali _ J ~ h ~+ol• or h psrl wtlwl ~ itNn / ~ --f~
: ~>LOF~E V A ~ - C / ~ ~.~~dt~ eou~n! M eh~ v~w~?c L ~ Na k»~t are ~ ~ UO i ,J~c to J ~I sct~
W ~ / ~ ~ C,j~~,,- • , \ ~ ~ ~p11 ~.~g . ~ ~~t ~ toro re..~, ~..n~,,.~ ti~HeK t.
- C TH ~ R a
~ < Ropct new
~ i ~ 7~ ~a NEST .lEFt'E~SON / I'LIEJ~~pt,
. ~ ELEMENT W - - - - ' ARY SGHOOL
. ~ N ~ " ~ I14FZ i CINR', NC'At?+ t~'l ~N i - ~ u+ _
NT k Y;: ~y~: ~ - ~
i ,i,,; slN 3 B ~i ~ ~ - ' W - N.G. D.O.T.
f ~ ~ ~ ~ , . U . ~ ~ b ~SCA ~ ~ ~ ~ + Exi 4~~r~,~x : ~ 5TIN6 d FINISH 6RADC
Wc.Tiot~ ~ItwtlT C,olyT ~ d ~ _ l ~ CLCV 3~ ~ ~
Tc.f.,r r~lUE-~_ ~
-T ^A~ ~ i~tT ; ~ I G`O~U9.1 " f'J `fly; k
i I /ICCr1rl 11TC[~ nnn~ ~i-rrr.-?-r, ~~1.~. _ _E~ _ . -
.F ~ ~ L_ L_ r+v.~vt.IH I CJ Hftl. l'11 I CL I Z)
Q f
z{lU BOONF, NOR-TH CAROLINA 373 a
COEN DESIGN • LANDSCAPE ARCHITECT ~ i ~ cry`
PATTERSON NORTH CAROLINA Ng
- ~U I 7~ A Jl Y
__3 12 UGUS l 2001 <

~T
i
I ~ 3 4 5 6 7 8 `3 1(. it 12 13 14 15 16 17
. I ii~
SHALLOW TYPE INTERMEDIATE TYPE (4X4) DEEP TYPE (5X5) o ~ a ~s rl oPno ro rsar m ~ rsr M a~ Eaasi m isr w oarnp ~ . ~ ~ yflai ~ 11W /I~
a. 2" TO 3' wAS?IED AfiGRECr1TE SkAu BE USED. PAD TO SE SO'L X ZO'w X e' A 3. ~ Tp ~'1 .8: 304,
D AT A MMWUM. 12' MN L _ _ _ _ - S 1.82 QO 15 80 4,41 4.9 S .87 3304. t7 - - ~ L
SIDPf 2:1 ~ b. TURNNG RADAIS SUFf1CIENf lO /~pCOM10MTE LARGE TRUCKS R 1'0 BE _~r_ C 8. 3947,04 .5k1 .00 1 26l1 D.I~ 1.1 8 1.96 1, 7 .67 , - sue , aw 14.
MAl( - - - ~ r PROAADED. r . I1 81 330. 3294 .OQ 1611 0, 1 1'3 :1 1.2 284.2(1 . , ~ i i _
lMT111tAL GROUND - ~ OR FlII. OR CUT \ c. EN?RANCE(S) SHOULD BE lOCA1E0 TO a ~ a~ ' ~ 14,83 - anus ,
STAPES PRGYIDE i0R MAXNIIM UTN.RY EfY ALL 1 _ ODINhICI® 1'll ~ ;caeor , r , _ ~ F 3.37 33I~.00 3344:20 #3 420 .01 1 5 4.116 1. 33(15.28 ~J '
I ~ , i_. { ~ G 2.44 3301,80 ,40 fb 110 0.41 1 4 0.75 0.94 .34 r- ` ` ! H 9. 330 .90 .64 334. 1 0,
onas~w ~E ~ ~ _ ~ ~ BERM e. wusT eE wuNrAwED N A Ct>tIDITION wFN~I WILL PREVkM TRACKMNt OR r r , . ~ ~ • ~ ~ ~ 3 5" 01 1 6 4.9 1.4 3344.8,2 ~ r I f0. 10.40 3303.(10 33~'t 24" 138 1,4 7 0.9 1.8 3304.7
~ 1 ~I CNtECf fLAM' aF MJD OMTO STREETS. . ~ ~ s ~e' MN PERIODIC rOPDRESSM+~ MTIH STONE S ~~-wr r~ J t203 3307.50 1.84 "
xan-ooM,i sraas „~~*~,~:'a~~ SRl DE NECESSAtK; KEEP SOME HAIgY. ~ , ~ooo ~ 330 1.~ 24 150 0,41 1.8 T 1 2 3303.SA eu aa°rY°s~ aaasc ~i"ao~i' i~b. ,a ~c - ~ _ _ _ K 12,93 - -
~ e. ANY MATERML wFICN STA,1, t,IM(ES R ~ oNTO THE Raw Musr eE a~NEO uP ~"~:ot~i b. w~°tc . _ ~ _ ~ _ _ _I. L 3i, - 510,1.011 4 2t1 4.01. 2.1 10 0:85 2.97 .97
K / ae>eEaATar. ~J ~sui • ~ ,r _yc fril 44.44.3248.48 1.80 3;141.40 42' 44 4.01 4 0.1~ .9 7 K .2 3143. fl
~o~ s?,cNC J' _ I ~ DITCH . _ N 42, 32116. ~ ' 42" 160 s;}:1t2b 1,8' 2 0.86. Sa11 wr m oar s•
I ' w - nnr r ro a - _ ara ~ 0 43,86 3298.00 .011 3278,30 42" 11Q4 0. 1. t3 .8y 0 4 4,8 X3.1 ~ ~,i t - _ r w P 30.88 01.00 'S 32 1- G.01 9 0.4 _2; 5
I oa~a Try 4~ i
_ Flow s ~ 12' MN r'- ~ Q 72.40 3257.04 :3275.. ,8ti 48" f 40 4:02 1 1 4 .aQ r wac eaew ~
tor~-moo r- . „ R 72.1 - - ~i~a r
' ~ ~ r- Noi t - ~r a~ao a aN p?ptng a bye fully a coeted ar muted corrtgatl~d mttai pie .064 th?cknes; uwkss otherwkse
j os ~ I oh4AS~Od ~ _ ~ ~ `SO' ` +~iaera~i indicctsd. s '+vert it feet t or ent si ` ' i Pipe lope y per foo , f perc ape, nEUit p~+ by 100. Note: Attua# pEpe iergths
w,n~ aROUno , , ~ ~ . Note: mark "P' is existi 24' c ' . vary n9 ~
w ~ II RBI T f BE CH SLAB DETAIL su. oaea
~1'1L'~ ~ ~ ~ o~usry+ awes - ~ ~-a ~ 5... I ~wraAU~ ~ J
NOTES: e' K ~ r r ~ ~ r j _ ~ ~ ~r RIP•RAP A ~ .G U PR4 5 m N ACCahlela ar nc ~ ax ~ "°ar AM I j
~ PosDRi[ soot MIST ~ pROwom To ASSUlIE GRAIMAGE. i s AK ~r< ~ ~ ~ url~t ti ~ d68 'fh s ~.wR. i ~ ~
aaE EiRE~i6 S® AIO MA+pI pYER51pb TRr MOT to E» ~pq~ VQApILS KlUL MA>a4Ml oRANA6E 1- I ' E 14.89 21" M#N. 1 14' 1 L_~__ ____J .2S _~c•_ -
AREA a 400 AtRf3 wnpuT ~RPptTilC 11aa ~ DETAIL TEMPORARY SLOPE DRAIN ~ PERrrNlIIT GWMB, pYOilp{S AT 1HE TOfs aF 9,d~s MIST 2" TO 3" Muses AAfSlEGATE (2.43 24" 12' 4 1 2,23
E1P11' NTO Aw AflMDrt01aE OIG/1~0ETKS). lE EMI/ dipl a AE MTCT CpMpIT U!® R .4 48' 21' 1 2,25
1 OT ~61T-{AD91 ST0WMl1ER NPD l» All NOTE: TAP~2 ALL APRONS TO TOR A'C A S MW ER GH NNEi.S WHERE PRESENT. PRECAST CONCRETE CATCH BASIN
} SEDIDTT OOIIAIOL DEMCE MIST ~ N!'GI1ED PRXlA TO CIEAIMIG NOTES: APPIICAlIE AT ALL P011t5 Of ! AMD gKRl~p Cf AREA (qt N ODMAAICTiOi MiM li1S 0olRAflON NGRESS !EGRESS UNTIL Sf1E IS x nE ~
i ~R OdfTAOIS Aiq C110190NS A!E NSTALLED AT EACH STAlIRED, FREQUENT CNECNS OF ~a aF TQR WA T R A
CRIICA110iT AS NDICAIBI ThIE DEWCF AND TMQY DI161910K lMQAD !E LOrA~ TO MIMZE DAMAGES BY 1~+WtiE1MNCE M15T BE PROWDFD. 5 CH SCF~ U A I
j ; Op15AMR.''AQI01QRAlIONS. S DiIOl90115 flldJ<D ~ 9EEAm AIO MILCFED IF THEY AI[ TO M RK t0 d s T I+ner n wrdtP? side V19 Ci+dl
REWIN N rIAQE 01l1t 20 WD1101C LAYS, e. CIEGI OIr01~l6 Af'Tflt EACH AAN, a ONCE PER M2]( YNICII 1 12.88 62,4 9.31 0.02 0.45 9,045 15 2t 1 2. 2 0 3 6RAS5
wIOR~R ouRAna~ TO rANTAN TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT 2 2.19 62.4 O.i4 0, 0.43 0:045 2ta1 1 0~ 8 .9'S GRASS
3 4.88 62.4 0,28 0,05 0,$7 0 8 2t 1 2 SEEDING SPECIFICATION a '1z ~TRwuNEY
DETAIL TEMPORARY DIVERSION BERM/DITCH (nts) 4 7.22 b2.4 0.305 @.O~b 0.4 0. 9 045 10 2tai 2,33
I r t st.oPES oR FLATTER 5 21.1' 6 62.4 0.38 0,05 1.18 0,03b 12 Ztol 4,68 5 ihetic Mat
Apply surd Ikre at rab of ti0ka/1000 puan test. b 17.12 62.4 0.47 Q0~5 1.43- 0.065 12 2ta1 , 2.97 Stt~ew NGt
Appl 1 to-10 aammerdal organic fartli:.r at roh at 201b./tooo .qua. toot. s«~h . ed,edda: 1 6.24 62.4 0.216 0:027 0.36 0, ~2 2tai 2, ffi ti
* o~ 39 ~ ~ M~ 8 6.82 b2.4 0.203 0.33 4.11 0.1 "
_ PME oM H DATE TYPE RATE 04 12 2tal 2.73 15 R July t5-Augwt JD R~Ibnt Hard FNCw Z80 tDo%en H
b u Sept 1- May 15' Ballast Fescue aid Atuuai Rya 276 ~/acs T RA
5 J. ~1'l May t5- July 18a RaNont Fescue a,d MNet 210 ~/acs
~ ! Wiklrb~d 8tiw a 8fse C I 1 Muk;h with straw of tM rot. o< 75-taolba/tooo aro test. Q 0 1 7.89 7 ~fx145x3 1522 7.A4 0.8 8. .31.378 1b'
NCpGT SUTAIIID 2'IQ• G116E SLOPES GREATER THAN x1
.w~1 RIPRAP i 3 4.04 73 2.8 35x7 '1875 4.04 0.8 8.8 19.483 1 ~
Apply d Ihme at rote of 901be/1000 peon hat. Apply i (0-10 oanmerrsal organic hrtlitar at rate of 201ba/(000 pua>t toot 4 3,58 .7 ~bt 3 8?'20 3.. 0,6 8.8 14.8118 10'
war ' Sued In oocordana with id ochwdui~ °N'b'q S 1,87 .1.45 3 37 1.t17 0,6 8.6 8.aI13t) 10'
~ _ i T- DAR TYPE RATE 8 0.44 198.p 1 3 1 0.44 0.8 8.8 1.74x2 10'
r July 15- Aught 30 RalNnt Faaow + Croce Vatah 200 ~/ocn 7 0.92 1 2440 0.42 0.6 8.8 3.7'538 10
~ ~ G >t~ Sept t - May 16' Ragant Faaoua + Atarutal Rye 275 fda/acs 8 1.8 5x ~ - G May 1b-July tb~ R~gont FMOw + 1~t 210 b/aan 2 3750 1,B 0,8 8.8 8. Z8 10
/ _ . 9 0.58 1018.4 15x30x3 1354 0.71 0,6 8.8 2.8988 10' R Muth wRh (tray of tha rote of 16-t00b/1000 puce feet.
ISOMETRIC MEW • TirnporvX n-aaad SepE~mbsr t, at raoorrunamdad rotas 11 1.32 2306.8 20x40x3 2440 1.31 0. 8.8
- r 3 3$58 10'
A A I F I ~ ; ~EDBED Ptti:PARA110N 11 1.3 1861,9 Z0 2440 1.3 4.6 8.8 14' 13 0.95 1124 24 24b0 1.53 0,6 8.8 8.2424 10'
I - ~ ~ Surtax water oontr~d mawnw to be r»hMad to plan. BA5ED ON INCH PER A Y AR
~ r~ ~ _ ~ T } CRE Pt~t E SEbIAtENT L05S FOR A ONE YEAR CONSTRUCTION Ar+aoa to ba aaadad ahaN ba ripped and epr+ead wRh topaol. otal aaadbad PERIOD. FTL R A I yrp~ ~ ~ ~ . TE B 5 NS #3-4 SHALL Bl ROCK DAM TYPE BASINS. FILTER BASIN #1 ANt1 ~f8
~ $ w; - I ~ m,K Loots row ~ otlnr obatrucdora ehal ~ nrt?oad than ~ aurtoce ao BiQt ARE INLET TYPE BASINS. 1/e' R
~ \ I i , ~ ~ " (hay wu not bhrhra alth eatab8ahnent ana mahtanana? of va/atotbn. Surtaw for trod A -1
! - aaadbad prrpaatlen, at flmlah gradaa ahoan, ahaN ba naaonebly armaoth and uniform. M no sal hat k tartan, hrtfllaar and Nmn h Oe h iaa~nl apaoiRoatlorN. 1~-- 1 r e ' r t!r F
f• y K aol toot k tdr~?, pro,Ada Rma and Artlfiar oooardlnq ao1 toot sport. ~ ~ ~
~ - ANI t~+ ~ V j w. l_ - - lino and brtfhar ahal ba appMd uniformly and m4ad ntMf ~ aol durh/ aaadbad ~ • y.
~ -Avow omx PLAN - ' ~ T . __1 raa wnn~e « -roNrt Flue( e•
A /f~l'Nell - y _ ORAI)E'D SLOPES AND r•TLLS ~ ~1 N ' . .
~ The a fa ~ and flk ahd be no than tM rtdch an De - - o~"v 9r~ aP~ tlrp~ ~
_ SECtION ~u~s~eM+ot o>t Nar PION r b cover a otlser oh araAon cantr+ol da+Aoaa a abuchlna. i ~ y wlatatlw A J r kl any ewnk alopn left ~qaM ahaN, wi in 15 araldnq doh a JO adanda day, of tm>E IAANIUa~ 50' wAx. BEiMEEN ~aNTS 2t'
MAPE 0 S R,pW ar - I~ ~t I~pl 1~1 of any phaaa of q, whbhavr k aAahr, ba pkrrlad ar otltarwka as AT Au ~csr ae;ECTS
- _ - eweM eea~ e>~ Nr a et ~ Tea AI~a - e~w. eYw...r ~>r ~N e>.ae r• CHANNEL LINING INSTALLATION Virginia with grand atwr, a atructurw aufRdant to raatrnh aralion. ' N (Virginia Division of Forestry) FrioNT E~rA1~ s~11oN A_A
_1;1 l ~ rRANSYEkSE Ef~ANSIDN JtAN' lr.~u+sw"+~iw~iri~"~"~f e1O" SIDE EI.EYAAON
I ; „ ~ . ~ _ STAl~gil~ YNn M,ET MIN OM1E At0 FR~ItE ` E I l.~ u es""" tei or aMl~e Nhanwar land-dlaturbinq k undirtakan on a trout oomprkip man thm one E
SECTION A-A son ab K max than ana oon son k trsoownd, a grand away auffMdent h
~4~. raatroln aralbn must ba hd a othar~laa proaldad wilhk 15 waNYq doya a JO ool«ida STANQARD CONCRETE CURB AND GUTTER nts day. on that portion of trout wMch father aatM aonatruation k not balm undertaken. ~ PLAN FOR LOCAI'~lS
SEE APPROPRIATE SCHEDULE FOR DpIQiSIONS FUty blonlat
1. Lo b Un length of the riprap apron. NC DETVR LAND QUALITY MAY REQUfIiE ADDITIONAL ERO610N OONIROL MEASURES AS REQUIRED TO MEET 1HE REQUMtDAENT'S OF 1tiE SEDIMENT AND POLLUTION
2. d ~ 1.5 tknee the mmcknum atone dkmeter but CON11tOl ACT OF 1913 AS AMENDED.
not kste than 6"
J. A flter blanket a' flter fdxk should be metdied bet~een the riprap and eol foundation
DrnNn By Revlslcns ~ubrASSlons Dnte
I ~ iT T i
i RIP RAF' APRON NO DEFINED OL . LE ~ CHANNt l R~YI510N I 10-05-II
5 0' min i _ Checked By
I
f 57 WASHEf? STONE I _ I ~Y K/
I~NGTH A`~ Ni??E Ci ! ` ~ ~ _ ~ • ~S. ww+f~e *rrx+r a~ -
r ~ ~ ~ - r ~ vASAaf As Daa:c>Fn ev sir u?nsawE AAGiTfC"
~ ~ 7~ ~ 3 ~ ,1i~ ! ~ x ~ , , reoo ~iACRt ,r I .fig ~ s w.~ HOWELL ASSOCIATES
RACK APRON AT FOE OF DAM F ~ _ ~jr A, ~ ~ !
Ct S ' EROSION CONTROL STONE ° I ~ ~ ~ ~i- ~ m . NOTES ~ tr ~ t : ARCHITECTS w .v _ ~ ~ lz cA
;~F?AOVf SFUIMfNT Al i I)EPrH '8" mina u5E f0R plAeucY NiEAS I~ 1_ ~ w~ ~ ~ ~ ` ~ ~ n,~u~ 1 BC70NE, NORTH CAROLINA ~ ~ . _ wr+rs i
t ~ noT ~mNC s (~E? ~ K sr ri Fk!TR ~ABRK
E~~ ao+v sHk. a~ A~IIFD , s~0e« ~;Mi)ISrURBE',. ~,~ih ' ;emu bese der, dn~5 a~-e the G~~rpper ty of the e.~chltect and
8.0~ Tin r ' tiOCORDNA ~0 TOM! SPECf1G1T10N5 „ , KEYWAY ! ~ ~ ~EtOSS-SE(,!lt)N O~ILL e` ~ F~LTER FABRIC ~ ASS B ERUS!i->v CONTTiOL STONE S ' _ I • ,~;~,nr° y not bt used u~ shale ;x r. part e~thovt eritte, ~
I I ~onsenr u~ the v~:hlte. t vfoiators nre subjec' to
' e;~ .._tio•.
~ ~ } ~ Sec 1~(lr ! Cc~py.iAht (c) ?00; Hcreil Associates Architects
Z side ~ e~0e 'v~ ?Nr , ; ebpe max W ,r n h s!cpe max. r i i_ _ _ _ i ~I S7~ ~ ~ Pr, sect ?,t!e
gt - ~FSIGN ~E~ SP!LtWA'`"` - ~ AS tiOrEii - ~ k, ~ evrEh rer vAarar I WE5Y JEFi`ERSON ! FLEETWOOD
~ DR1NMl~ ARfi NER l E?ICT}' I ~ f /~S ~ 'r ~ ' ~ ~ ~ w Y s<~ + rAernr ~ ~ ELEMENTARY SCHOOL
\ r ~ ~iPer , k~. 4~ V ! e_u f EYERGE?1C~' w '
~ R G n ciLTFR ~ADRi(' ! ~ j,4.,~, • b~ ~ _ PASS i 7 6~ - ~ d" gF1pN ' g ~rork~g^~he i i
~ ! ~ , C C` ,pY ' ~~r ~ ~ a j t SETTLED JP i I ~ n ~ ; ~:f'' r` ,y , SIDE SlgPS WAS JV i 4 ~ I ~ FMi S1.OR ~ GRADING, DRAi NAGE, AND
I ~ n~1.~~ ~ ~ ~ ER0510N DETAILS
i ~ 111iI awo+s+o~s s~+owN ~ ~n~wur ' ~JSE 4i ' ~ENCti JULY VIHEN DRAINAGE. AkEA _ ' ' .
~l T} R EABR!C I 17flE5 NO' fl((~ED 1 4 ACRE AND NEVER iN to ^rr ~ojert vo _ - AREAS ~ ^ONCEN AiED FLaW : ` ~ . s" w ovrx swrn i _ 0003 ;
~ =it1NF SfCn~~' - - ~ ` `OR ~EPA1R Gf SIFT FENCE: +wo+at 5>a+r AS ' - '
T.)APOIbVh sEneALT+~ rwws k~ L~c~ vpslp0 of Sx~aFlcArn RAesx~. Rt7,lcr~ SEnwENt ANO RESTORE rRAG rc rrs ORxN+A~ wHO+ THE SFDMENT ~s ~ccuMUUTYn To ot~-wur -Hr ~ otTfrr! Or TTY TRAP RACE T}IF TwiT ~ Ar1KrvEn a. sAi.uRES USE N0. 5' urn Br+~+DS(.wE ~+cNrm. , .a 1 Tr,~t , [!ate .____._______-___v.. r ~ ;rA,41FD STONE ~ ~ ~F' 'ate Oat-10-20~t
r,.w. . • nravfu•tcn mm~cu •ot• •un oev, u~r nr rwrr•uu•rrr. o•oi nr nr ~ r•rar l ~ . i
FOR ANCHOR SILT FENCE
Stone Section CHWK THE SrW CrU E " M M " MOM UM M ON PPM. PEl"000AUY CIS of DEM OF THE WkjXAY TO ENSURE rT IS A WORM i Of 1.8 FT. MLDW THE LOW POW OF THE EMOMQWff. MAAEDMTELY FSl ANY KMOEMr OF THE DMN10ENr M %M4TLY ADM DOWN IS PROTECTING CATCH BASIN. l ` i ~ f G^adr~ No.
A OWL ANY MP Nw DOP1ACED FROM THE SMI MY MUST BE R{PIAM MOMO t1Y. N A Y
SBII M THE FJDMIOEM AND ALL owumm ARFA4 ABOVE Tw Samw Pool AID DO111mwm FRoM THE Twp samm LY #IV STANDARD TEMPORARY SILT FENCE
ROCK DAM DETAIL o0filRUCiION wnM 9®116. GRAVEL AND RIP RAP FlLTER BASIN o`~ V e
NOT TO SCALE - NE C °oNE, N
of
17 !4 15 lb ? t~ -

CON T 5 RUCT ION 5 U NC
T TO SCALE
1. Obtain plan approval from DENR. A re-construction
p conference may be required, contact ~ NC DENR prior to beginning work.
2. Install temporary gravel construction entrance. Install i P- - _ _
p pt ~ R and L-M N 0 and inlet type sediment basins #1 and #8. Install Silt Fence. Install remaini
ng Sediment Basins and diversion o swales to basins as shown
Q~. ~5a 3. Clear site to construction limits shown. Grade site. Be in b i
! A~,~ g u Idi construction. ~V ~ 4. Stabilize completed areas with gravel and rass as re wired. 5 ~ncN L?M?r Et`1ENT~ t.,oN t~ ~ o~ aF E~Kr ~av
9 q Install stone base for roadway and W parkin .Install storm draina c~~uc?oe~ w ~ .gyp, ~ - ~
9 ge and ail other underground utilities as a roved. Ins ecti `Tlou Ll~tlr ' T ilk. Pp p on by C~'u E.C~E ~ ~QUEL is-•~", s~J conservation inspector. CG~'~aUG~~ Mf CP~dR-X , i ~,,i
VE1~tEJJ1~ ~ ~ ~ ~ X Ic~c, aSNE 5. Complete radi .Sediment control ~F ~sr Pa ~(C~~~GE ~ ~ ~ ~ ~ U 4 b lP
9 n9 measures to remain until stabilization is com lete. E - ° t - p Basins to be cleaned out when 50°/° full or less. A N -P W ~J`
` - i 3 ~s6 6. When site is to final grade stabilize all disturbed areas with ~ v' ~ ~ ~ - - - ~ ~f'` ~ t 1 I
„ permanent cover. Tem orar s - p ~ N s r 40 ~ v. ,1' ~ , ~ _ ~
control measures to remain throw h P y ediment ~ _ V~ P gout construction. I U~ ~ ~ ~ , l11 I - ~ JEF E s~ ~ ~ ii
~ ~ - 58~ 7. After permanent site stabilization is achieved, remove all ~ ~s erosion control measures and stabilize I - _ ~ ~ ~ L ~ ( tdl "E4-. - ' ~.7
I areas disturbed b such remo ` ~ i ~ ~EFFFRSON ~ y vals with permanent cover. t?- ~ i I E , 8. Obtain i " ~ ~ I TURN LduE ? t ti 32 j,~ ~ ~31. ~ ~ .duF c t ! TOR ~ ~ S
~ f nal inspection by conservation inspector. -a ~ I ~ I 2 ~C LEf r tur.N ~ ~ 2 ~ M ~ TO Z1. f ~ r ~ -
9. T i , ~ ~ ~J~411 l~ 1 ~ otal disturbed acres nre 24.07 acres or less. ' S' ~ - E ~ ~ ~ ~ Ldu t2~ _ NEL > A - - .3 ~ _
MT. JEFFERSON a J 1 i ( ' r ~ _ _ 2 ~ ._l ~ n ~ ~ - ~ L` t _ _ _ _ ; ~ _ -
i C Q J ~ '1 ~ ~ ~ r _
I ~ ~.1' ~ ~ . I ? 11 } - S - ~ ~ ~ c ~ e~~ti~ - Zq _ - - _ stir. - - ~ ~ - - E~ . _ - ~ - - - - l . ~ - - - ~C - ~ ~ - - _ - _ - -
r _
j, ~ 2 ~ ! ~ ~ ~ , r . . r ~ ,
- e~~ 11 ~ - - . i ~S 'I ~ ~ , ~ - RR T UI ~ _ - i ~ ~
V n ~ I ..ie.F - 1 1~ II ~ ~ - ~ X '
- ~ 1l ~ , r - r .xp,' ~ _ = - " - ~ f. C~1 ~ - 0 ~ uMiX ~
f ` ~ r Mme' , ' N ~ IJSt~ ~ ~ ~ ~ ~ DIUf.~. ati '~j .l ~ ~ g 4
\ ~ ^ I s ~ ~ _ ~ \ - ~ < ~ - _ , PEN ARE /
~ ' , - a ~ . ~ ~ , c~ T EPHO - _ - ~ ~ ~ E , EMP h ~ f~ ~ 1~
A ~ X31 - - - _ ~ ~ L I i~ ~ i - _ _ - _ - - _ _ ~ S 1 1 ~ 1 6 ~ ~ 1 , .g 2 ~?r-E %
- - - _ 5 t - - _ _ - - - ~ C1~ ~ ~ ~ , ~ - 1' (of {r( BEN ~ ~ ~ ~
~ ~S` ~ - . - - - - - ~ 1 \ \ r ~ % ~ ~ h'~ E ~
_ _ - c ~ ~ ~ ~ ,W~ I ~ A - - o
- ~ ~ - ~ X
~7 ~ ~ - - C- O ~ ~ ~ ,
1 ti ~ - - ` 1 1 ~ ~ ~ ~ ~ i i t ~ I ~ ' ~ _ J ~ -x ,x ~ - T- ~ ~ ~ x - - _ _ ~ - - 1 ~
2 \ ~ 1 ~ . ~ t>f ~r~ ~ - - - ~ ~ Y I•E ~a F ~ _
~ -'~A --ul~ \ , ~2 1 ~ ~ 1 s X X- - ~ ~ ~ ~ ~ _ - - j ~ --ul~ I - _ . - _
I ~ - ~ ~ ~ ~ I~ ~ ~ ~ i , , ~ , i 1 ~ Y_ ~j,
~ ~
i~ RM I ~ F ST ~ u ~ o ~ ~ ~i, ~ 3260 , =1~ cr~nr~ ~ . - ~ l ~ R - d1 ~a~sro~ ~ C ~ +
~ N ~ r ~ \ H f ~ _ _ . I ~ ~ t;~M?r 11EMF'. ~
v ~ y' DIM ; e. I E ~ SE ED y , T - ~ ~.~itiiF~il~t?:,ti EN h~ ~ ~tr~F ~vE~S?~
Vf,{Z-~i(~~ / / ~ ~ F ~ ~ ~-'C~~ ~ ~ f11GT ~ ~ ~ ~ , Df _ 3250 ~E ~ 12 :t~,a~-~ ~ - ~r~~r; A IN ~ Ar~:~ ~ Q + _
bT I ~ ~ I , ~ ~ ~ Q W ~ ~ t `y" ~.tMl~ ~ i,o d ~ l ~ 33 SIN 7 ~ ~ uM?~ ~ BA
3c°I , 25 . ~ ~ - ~ ~
ti ~ ~ r 1< ~ _ - , I T fl \ ~ ~ " ~ , ~ ,
~ 3 ~ k'~ N~ ~ ~ i ~ , ~ ~ IVE -I"U AT ~ . ,
~ ' ~ ~ ~ ` t ' ~ ~ r T- - A.; . 7E1~1F C~ , F, ~ 1Mi~ - ~ ~ ~~uS~f~tlc.t~~ r ? ~ /
~ ~'~.,1~',?~ti'~ x
~ ti ~ ~ _ , ~ _ - I , x ~ w t ~ - R Et~l i~ ~ _ 1 ~ ~ _ -~t RED 'f1C r~ ~ ~ o ~ ~ti t. 0 QT N ~.E 4, ~ D~ RE~RE~TIO ~ \ LIMI ~ ?
i - - i ~ ~ J ~ ~ , -l~~ ~ x-~ ~
_ ~ ~ t C GRID _ ; , ~X A ~ ~ ,F w ~l~I,Fi t~itcN~ , ~ ~ ,fir,, ~ ~l ~ ~ ~ ~ u ~ ti ~ ~ ~iL ~ ~ iii
I 1 _ _ A, ~ ~ Y~ '1~ ~ W I ~Rh~ .L 1x' , ~ i ~d~a iN~.~ NT ',d,a, Q ~ ,i, . , ~ ~ x k V ,
, = 96098 :867 ~ ~ 1 ' ' N ~ A ~ _ ~ ~ ?~31~~ ' ~ A~, ~.2~ 8A~ n~_.
x- ,~sbs» z~, ~ ~ ~ ~ 331 ~ ~ . ~L, ELEV 3~41.t . ~ ~ o,~G, ~ F ~ ~ t~~ ~ ~ , ~ ; ~ ~ ~ k
j - ~ ~ g- I ~ 03 ~ ~ , r1;~~~c/, j > ~ ~ , ~ l f `d
Y ( ~ 1~ h' ~ I ` \ .~L~,hlr ~ ~ " I
~ i- ~ ! ~ ~ , - ' 'S~.~ / ~ ~ ~
I - / ~ .o i' A, ~ i r ~ ~ ~ - ,jj h. ~ ~r~ ~ ~
~ ~ i ~ ~ h h S - C ~ \ ~ ~ _ i - - , ~ i t , r i r~1.,1~~'~ ~,3c ~ ~ / ~ ~ ~ k ~ , , ~
r \ - ~J .1~~. 11
0 ~ ~,15 ~ ~ t C ~ ~ _ ~ ~ ~ ~ ~ i ~ r ~ ~~aviC, 1..h.F _
u r , - A ~ ~ ~ Argi~ E ~ wEi~d~.r~ ~k
;n ~ ~ ~ - ~u~ d ~ , ~ ~ ~ ~ ~~E,.. F'ft z
AT ~ ` V ~ ~ ND ~ - , ~ ~ ul%('~1~E3~EC` 6
\w ~ ~ t ~ ~ t ~ ~ ~ i W ~ ~ ~ i ~ I ~ ~3~o EA ~ % ~ :A ~ ~ ~ ' ~ `
~ ~ ASIN 5 ~ ~ r, / ~ B I tt
e ~ 3~t, ~ p ~ ~ A ~ I. ~ / ~ i E~ o ~ S ~ ~ ~3~.r~ i; i ~ ~ ~2 • ,
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~ 1 ~ ~ , ~ ~ ~ ~ ~ w ii.~ r 32a~ i,
i ~~t~. ~ ~ `8 a r'~~ E~~ _ ! cit. 4, ~r-,F'' . ; r .f;c11 AIM Z
JERRY RAY a?,~''P ~ ~ ~ \ . 1 I 3b~t ~ ~ l K
DEED BOOK 2~ ~ ~ ~ FAGE 35~ ~ ~ I ~ ~ I' l r ~ I
~ r ~ 30~ , 1 ~ ~ V. ~ ~ / ! k BA51 f ~Z9 J . Ef~T 3 DIM ~
v . ~ ~ ~lN. I F. ~w f ~ • ~ ~ I ~ EBAL ~I IDE ~ M ~ ~ B ( - SE _ AL FIELD ~ ; _ ,EB 1 bywc ~ Revylory ~ A~
P~ v~~l~ ~ S~ ~~s ~ a ~ _ ~l . c~ ~ 1 Q ~ ao.+. >v a , LAT r, 321 ,
I, Rand G. Rhodes Pr ~ ~ ~,l~GH ~ ~ ~ x x, Y ofess~onal Land Surveyor, DT \ ~ ~ ~ ~ W W .1 BK5 11,44-
` I ~ N certify that this map was drawn from an °ctual TC~ %~t^E ~ 1 ` ~ surv ~ .1~ v~ ey made under my supervision; that the error of ~ _ IV '10 ~ N 0 ~ - 30 - _ ~ 7 t0 ~ ~ 3 9- to of "HE 2!
closure by latitudes and departures is t: ~ \ i, IV f~ ~ ~ ~ d ' _ c?xd«d er iV `i-Ig-or )EED f /i,l 1~ ,J 4~~t-a ~n _ -
fkt ~ ~ ~i fitness my original signature this . ~ ~ i 1 I ~P ~ ~ r ~ ~ j0 5 -o ~R I i j,_j~46 1 EA E
1 ~ ~ ~ N °f A.D., 19--- l ~ ~ 3EARIN~ N~ ~ / ,E ~ fA ~ A ~s
\ ~ 20 i TO \ ~ , 0 0 ~ ~ i ~ ~ { h L~~,T FE.R-_ ~ _ 1SING bfl ~ i % 0 , U I~~! t ~ 0
1 ~ -i", j ~ ' ~ ~ ~ ~ LIVEN
, 3~~~ ~X,~ ~ WE: LL A sso r ci~a ES i _r~ ,
~ - X I PLS No. L-3094 ~ ` -r'~ ~ i ~tg. a ARC HIT g ECT S
~ \ ~ ~ i - ~ ~ ~ ~ , BOONE, NORTH CAROIJNA
r ft: 'y Ih E E.Mf : ~t S ~ ' ~ ~ ~ ~ ~ ~ ~ ~ ~Cil L~
IF1r; ~ ~ ~ ~ / -
E bENGN ~ AT ~ LO 'Ai ~ ~ . Drt~rty D/ q~ v~<ittKt fin/ ~ ~ ~ ~r rot e. \ / ~ ~utd h fiol• or h pv! ~lho~l • ttlfn
Y C ~ _ ~ ~ coruent oI 8~ en. vdrlK~. ~t•!.lw~. ar. ~e !
' ~i~ ` `
r ~ k ~ r ~ G~ ~vy~! loaf M..li 0 TN ~ ~ b, i ~ ociat~~ h~cMNcb
{ j` O h ; 1~~ ~ Ro~ct tnw
NEST
~ ~h~i-~~ON / f' - LCJr i'h1G~jt ~ _ _ _ ~ r ELEMENTARY
~ , v _ - , SG NOO L - - ~ , ~ele ~ aw... cKr. n, M,
T ~k N Cry.?,p nn.
1 ~ SIN 3 , B \ \ W
~ ~i b SC A W
c:Ti~t~ l~lMlT ~ ~~Er~ ~ ~ ~ - w~F,r;~l,c ; ~ ~ EXISTING t FINI d 0 _ SN E,RADC ELCV.
j~F1P. L'I IMIT~~ ~ + ~ pro,pcl w.
u~'TION L ~ ~ ~ _ O'O(J~.I
f`I nT~c no~u~Yrr•,-~ ~~~~T~ ~ ~ ~
, . -.,,kh,-----___
BOONE, NORTH CAROLINA ~ '33~oti_ ~3 ---3,300 no to Oq k?-2001
373 2 784 o-o.?,o i Y
COEN DESIGN • LANDSCAPE ARCHITECT i j• no to
PATTERSON% NORTH CAROLINA }
NE Vi ENE,
~ a ~r / o?
7~ 777"
+ REVISION DATE AUGUST 17 2001 -10- D
TaI~E ~ 200 ~ h ~

i
i r~ 1 2 s a S 6 7 8 10 11 12 13 14 15 16 17
T
NOTES: 5FIALLOW TYPE ItVTERNEDiA1E TYPE (4'X4'} DEEP TYPE (5'X5 }
o. 2' 10 3' MASHED A6GflEOAIE SHALL BE USED, PAD 10 BE 90'L X 20'W X e' a ~n oe leas M s>nM tb rat ro eo ~ w ovn8 lava >d rut w oernrl . 3.07 7,~ ;tiS ,4i 5 1
f 11' ~ D AT A MMIMIlwI• ii ~ _ , ~ 2.a2 40 1 ~ ~,Of O.i 3 b:7 #7 :1T L
~ SLOPE 21 ~ b. TilR}BNG RADIlS suF~lcro~ iD ~p~ ~__ar_ 6;9 ~ 1~' T4,t#2. t.t a f. ~'i. 33A3.~ 1r pl ~werls-
A000WO0A1E lAROE TRUCKS IS TO ~ MN( ~ i ~ ~ PROYbEED. . _;r , _ w , , , , 14.x13 ,64 ~O~M: 4.46 t . 1'3 1.1 22 ~$4.
IMTURAL oIlOUMD ~ ~ ~ ~ ~ c ENIRANCE(S} SHOULD BE LOCATED TO , ~ _ ~ t4 - - 3216 ~ ,
Sl4PEf PAONDE FOR MA)ONIAI UTiIltY BY ALL ;'r~'~"ai`~' F 3.31 .33{18.04 3304.E 15" 13# 11,04 1 ~ Q', 1. ,:26 ~ r
, 001lMOI1m 111 ~ ~ ~ 2.44 3307 ~ i #t? . 1 1 4 4.75 8s~4 .34 r ~ ~ ~ k
aw~oN aKC ~ rH. - ~,wo way wtT BERM d. MUST BE MAeRAe1ED NJ A CONDmON MMICN MILL F'RENENr TRACKIIC 0R - , : ~ ~ w 3.54. 330 ~ 1 ~ ~ :a , 1.12 33a.a2 T r ~ L , r r I 10.78 313 :00 ,4I+ 136 .$i 1.4 0,4 1,8 33F11,15
.~",~:1..".w:\~,"4:~w ' j DIIECT FLOM OF MUO DNTO StREETS• .k?' tf'?;s'~~' 3' ~ S' wi - 1!' MIN ~ PEItlODIC TOPORF~NIC N~T}I 5f01ff r ,e u~r~u e r J 12.ti3 33G7.S4 24' 1 6:$1 t.a ` 7 1 2 38~D3.8tI
Nan-oowx sra~s ..yy 1, Fs~ ^;k;~~ SILL BE NECESSARY; KEEP 501E HANDY. A ~ ~~r - _ _ "~ina'r1°~ Newc s K 12.63 ~1~(t.t
~ ANY MATERIII IIBCII STIII MAKES R r~t a,~ib. w~c - , _ --t _i - ~ - ~ t~,a1 2.2. to ~.aa - 3244.97
ONTO THE ROAD MUST BE CLEATED UP ~ YelfDIAtET.Y. ; ,r x~. , 4Q.40' 3 .00 .00 42" 2.2 10 4.85 2.97' 3293,97 K c, "ate
K - r.. _ sA' ~ ~ N 42.39 329f.40 ,8F1 _ ,q! 42" ~ .025 1:a 12 0;l~ .01 32"9 ,Ot
~a s+wa~c I I ~ DITCH r uor' m omaio s T ' I` M" _ n,o1t r ro ~ _ er.___ o+ek m 0 43.ae 339#=00 .10 . .oo ~ #.30 1Mb O.b3 1.a 13 o,a1 4.a
1e' MN+ . r r, P 30.x6 3291.40. S.~ 3275:011 38' 1~ 4.01 9 0.9 2,7 ,70 , i 2
~ cae~uaho 'wc ,2' MN+ 1 1, leer r »w,ep ~ ~ 4 12.40 3187.00 4a 1M~4 0.1~ 2.5 1`6 1 4 3~6. r , , - i __i ,
Ta a ~ r r _ _._1 R 7z.~4 - - ,4o Fps r
wvro-cawc~o 11 cu 15wo) .-1.1 r r Note all t0 be fui Olt COdt1'!~1 Or ini2ld cart dtt?etal ' ,064 tfiictf9 unle~e 01i1G"tYi9e 1?~P~9 h' ~ P'WWa 'roue ri"~ r
r - D.5' mn ~ indicated. p~ slolx given M fact per foot, for ptrcent s~pe; atultiply by 100. Note, ~cttoai pipe ll:~ths tnlty
d ~ i+- ~ V . . Note: mark "P` is existi 24" n9
r~nnw aiouno „ ,N„ „ SLAB DETAIL w aroa
I I r ~ . • ~ BERMJaTCH d ' a a~Q \ J n, rk ro, Au r~c~er T wo Aka ~ ~ 7 . Ap~n
ec ww,k, r ra, roT ~ ~-r RIP-R,~P I"tr"I'~l? s Li t' ro N r,~'rn[ ~ ~ ~ Ae ~
NOTES: ~ B' MII ~ ,er i .a .wage ~ ~ y a'T Qt1TLR1' Q t~l Y1~N d~1 '!'#tiGkiielli asa, ~ ' ~ 14.83 iaNl+l. # #4 1 2;15
1, POSmMF QIAOE YUSf ~ FRONDED r0 A4W~ ORANAOF. F SLOPE EIIL80i 7>j >I~ AND Mtp1011A~1. Bt1' NOT to ~ 1.~_-. J ti _~r _ _n _-I K 12.93 24" M~1. 1 14' 1 2.25 `
E19(~ !KQMpI NIIOFF lE1Dp1E8 ~ ~ NAI0~1 ORAl1AQ i wnDUr SulPdrna ~ Fa AREA a 6.00 AtRI;S DETAIL: TEMPORARY SLOPE DRAIN
PENIN~IT CNMAB, glER90N5 AT 11E 11>PS a SLaE3 MU6T 2' TO 3' NMSIED AOAR£GTE 1 E]P11f 1110 AN A9IMIOIED S101E ORIM OETALS) THE E711/ ~ 2,4 4>!" 22' 28' 1 2.25
oral a >Ft Lott ooMMONIr u~Eo i SIT ~ u~sEOl art-uo~sfaRltElt NOTE: TAPER ALL APRONS TO STt3RMWATER CFi PR S NT. Afi.~ WIRE E E PRECAST CONCRETE CATCH BASIN
S SfD11D1T CgIR10l DEMOF Ilat ~ PNOR ro CEARNB NOTES. APPUCAOLE AT All PolaS 01
AND aueeNO a ARU oR N aawlcloll wR+ TITS OPaIAtlOli eloResc t ahlESS uNn SirE 13 F Stl~btf CDAil01S ACID OIIOISIgR AI[ IISTAUFD AT EACH AAMUZED, FREAIIENr CHECKS OF E13
fllflGr P'pN? AS IpCA~j}, TIK OENCE AND TMELY DIVDIN0111 f1011J1 ~ I,OGIIFA 10 YwYff DAtIAf1:5 BY MAIr1F~/~V1CE MUST BE FRONDED. T R AT R UI~ A 5 W C U C 5
~ COIISIB1CApI01BtA1gMS. I N N MARK d S ~ p widt3l Side V#~ Chm~e1
~ RDIYW N Iola oA F 111E'r ARE TD t tz.as 62.4 0.~6 0.42 4.45 0,04 2ta1 2.3z 6R~Sa
+L a+Eac a+eRSaa Af1ER EACH Rol, aA ONCE Pal w~1c ww+ ~ Ls TME ~+drrtR p1~i11f0N~ ro MAYAN TEMPORARY (~tAVEI CONSTRUCTION ENTRANCE EXIT 2 2.t4 62.4 0.14 OA5 .0.43 0.045 a3 2to1 1,93 S5
FUNCi~! ~ 3 4.88 62.4 0.28 0.00 0.81 0. ~ $ 2to1 2.12 S'rRA W i~r
SEEDING SPECIFICATION 4 1.22 62,4 0.3 0.426 Q.4~9 0.445 10 2te1 2.33 6R~4~S
DETAIL TEMPORARY DIVERSION BERM/DITCH (nts) 3:1 SLOPES OR FLATTER 5 2176 62.4 0.38 Q,f?5 1.~ 4,Q3d 12 2ta1 4,68 ~ S ~ Wit'
Rural Ilene at rate of 901ba 1000 are feet. 6 17.12 62.4 0.41 1.43
~r / wu x;05 4.065 12 2to~ Z.47 5trtnr Net Appl t 10-10 commrrcid organic rertti~er of rat. of 201bs/1000 rQuan hat. r 7 6.2'4 62.4 4,216 O.oz7 0.36 0~? Sz 1 z.~9
Seed in aocordanoe wiN, falowinq >cfi~~ ~1D ~
PIPE oM N 8 6.8Z 67.+4 0.203 4. 3 4.11. .t04 1 :1 , DATE TYPE RATE 3 O 2 2 11 ~ R
Jul 15- at 30 Relent Hard Fescue 230 Ibr acn H r ~?w I Sept. 1- Flay 15a Rrtlont Fescue and Abruui Rye 273 Ibr/acre
~ ~ . , r ~ r L AS SCH _ U flay 15- July 13• Rrliont Fercus and Muet 290 Ibr/eon
B ~ ct~ ~ 1 4 f 75-1 000 an rest. Q 0 Weir Mukd1 wiU1 straw at the rota o OOlbe/t squ 1 7. i 9S7 3 x14~x3 1 5 7 '
T NcDGr 3iNgMD rxt' allot 522 .Bi 4.6 6.a .31.375 18
/l~J ~ RIPRAP SLOPES GREATER THAN 3ci
' / r 3 4:04 133Z.a 3Sic 3x3 781'5. 4.04 ~O:i 4.8 18.483 10' Apply Iturd lime at rote o} 9D1ba/1000 so}?ore feet.
Apply t 10-10 cartlmerdd organic hrtliter at rob of 2gbe/1000 equan tact 4 3.58 6497:r Q~ b720 3,5a 0.6 9,d 14.646 tp' Seed In acloordanoe with folowin sdledul~ 9 5 1.87 3031, ~x 3750 1:87 A:6 6.8 8: 136 10'
1~ /MN ~ 8 0.44 796. 1 x~lx3 1 0.44 ' 0.6 8.8 1.7952 10`
. _ ~ + DATE TYPE RATE July 15- August 30 Reliant Frroue + Crown vstoh 290 Ib./ocn 7 0.92 1 # 20x40x3 1400 0.92 0.8 6,3 3,7536 10'
1YP1011 CONC. ~ AAlti~ @B) ~ r iw Li Sept, i- May 1Y Reliant Fescue + Abrual Rye 275 ~r/ocn 1.6 ~
w . Ma iS-Jul 15• ReRont Fssoue + MMrt 290 Ibs/oae B 2904 25x$0 3750 1.6 0.8 8.$ 6.52a 14 r r g 0.58 1016.4 15 x3 1350 0.71 0.8 .6 2,899a 10' 4
ISOMETRIC VIEW _ _ - ~ ~ Mukd1 wRh etrnw at the rob of 75-t00b/1000 square het.
+tf. , ~ Te1TlporarX re-seed September 1, at ncorrwnanded rotM 11 1.32 2395.8 20x#0x3 2400 1.32 0.8 8.8 5.3858 10'
~.xA~ y f { ~ 12 1, 3 2350.5 20x40x3 2400 1.3 0.8 8.8 5, 304 10' SEEDBED PREPARATION
A A I~i ~dx x~~f1 13 0.95 1724.25 20x40x3 2400 1.53 0.6 8.a 8.24 4 10' 2
- - ~ ' o ~ ~pr Ej T - ki Surlba wabr oontrd msarunr to M lfwtaled b gore. BASED ON }INCH PER ACRE PER YEAR SEDIMENT LOSS FOR A 0 Y AR C TR Arcot to be sesdrd rhaN be and wlttl t rol. Tote seedbed NE E ONS uCTION
• r~ oD PERIOD. FILTER BASINS #3-4 SMALL BE ROCK DAM TY A I R prepared dpth rhal pe 4 , PE 8 S NS FILTt; BASIN #1 AND #S
I_ _ w s Loo« rods, root, and other d>itructian rhd be removrd tram the rurtocs ro that ARE INLET TYPE BASINS. ar Ana tMy wN not inttrhn wHh ertabllelxrlent and mainterlana of vepetotion. Surfaw for fhd A 1/>!r ~
~i °~o k , n,[ ~ ~ Chown tllal b, naonabl rnlooth and w+Mam. a,ee.e pnparaaon, n'M'' godn r ~ ~ a 1t1"
F - - - _L______._ H no col test N taken, hrtllstr and lime b bs to s. 1 2' / F K sal test ~ taken, provtds INne and fertlhsr aooadfn9 o sal tart report, ~ i
eo • PR ON ' b. l Lo - At#ON 1D101N - ~;~x ~ ~`r . LMne and hrtNiner rhd be applied unlfortnly and m11ad with tM td durhq seedbed I _ _ _ - _ ,p 1/r' R. ~~N.k k~~• ~ ~ ~ ~ ..mow x preparation. y _,iouT frtm
s x PK i 1~1 rtk ~ - r ~ t
° . APaDN o1nN PLAN . • . ~ - ~ . ~ . ~ AMaeR ~nnlo N 1. _ - . - . - ' _ _ GRADED SLOPES ANO FILLS Y 1. ~ tti• ~ ~
1 s-ncu bs 1. - -
avoe~ The a for godsd slopes and ills rllal bs no gaoler than the ands whkh can ,lea, ~ e, n,o,aow ratan by vrgstatM cover or other odsquob erotbn cantrd drAoss ar structures. A J j ~ r-~
er aLOPC o s Flow x. i In aft eMent, Mapes left e1~0ard thdl, wNhin is MOftIk19 day, a 30 oakndar days of NOTk A+AiN?AIh SC MAM AETMEEN JOINTS ~ 24` ' flan of any phare Ot q, whkNswr it rhorter, be planted or 01t11rwlte aR A' u~ R1G~0 Da,~cTS I-
with geared oovsr, ar rhuctunt euMolrnt to restroh .ration,
_ ~I: »LN..a.rwr.,r ae... a>n~ ol~ r. CHANNEL LINING INSTALLATION Virginia J (~rginio Division of Forestry} FRONT ElEYA1N~l ~,.~.,,,.L SECTION A-A pt0UN0 COVt7t a aian..w wu a w,oe.: tt ~asru+ ~r .ra+ ~ANSYfRSE ~XP~WSION iGINr .uauaoro~reE~~ra SIDE El_EVATICJN
~4~~i` ~~-kil ~~~~I ~~1-=~.~!1~.il,T ~ , , SfANOMD YlltO ITT wlfli ORA1E IMO PPoIME e. u ova ~ aw 4wo
E I IM+enew land-dhkurb octMt b undtrtaksn on a tract oomprbklq man than one E ~ d tb eon and M rtlas than ores eon oon M unoovtrsd, a Bowl oowr sufAcien
° J SECTION A-A NOTES: restrain «oaon mutt b• bd ar otherwirr provided within ,5 worWnq dayt a 30 odendar STANDARD CONCRETE CURB AND GUTTER nts
SEE APPROPRIATE SCiEDINE FOR DM~tISIOMS Filter blanlat _ ear' undaftaken. days on that portion of the treat which further actM oorlstructbn b not bring $EE PLAN FOR LOCATIONS
1. to a tM of tfa ~P apron. NC OENR LAND QUAUIY NAY REQUIRE ADDITIONAL ER0610N ooNTROI 11fJ~St1RES
AS REQUIRED TO MEET THE REQUNZE]dENTS OF THE SEDIMENT AND POLW110N CONTROL ACT OF 1973 AS AMENDED.
2 d ~ 1.S tkneB tM maxkllRn Btane dklrleter but not Ie1B thal 6r
3. A Atx blanket a Ater tablia xhalid be inetdled betwan the rlprap and eoi TaNldatlan. Dram Bf" Revlsbns / Subnlisbns Data
RIP RAP APRON - NO DEFINED OUTLET CHANNEL DG/B5 D Rl~VISION N 10-0~-OI
D
_ 5 0' min. Checked Hy~
S7 WASHED STONE B' LW6
LENGTH AS NOTED i.s'
_ _ ~ MNI. 12' TF#CK X67 BIWEID Sf01E •1i 1 ~_f1r14 _ _ t _YNwE AS Oel1C1® rY 11E LAIOSCAPE AA4f1FJCr
n t ~ I _ _ _.I IATES OC LA S HOWEL
x ~ ~ leoo ou. rr/AQI[ ~ a' IMJL 44 12 ~
ROCK APRON E 1 AT ~ \ t H ITECTS AR
CIASS 1 EROSION io NOTES: r REMOVE SEDIMENT AT 2' DEPTH i. u!E FCII DRAIYIoE ABEAS I w. 1o rr~ w, 121/t oA uE wee ; riteeealltt>E BQONE, NORTH CAROLINA
18 min.l Nor DI$fDMC b (~I ACIEi 1 C 1_ ~ wo C
' 2 EARA1 loll >ll1AL1 BE STABLlffD M SSEDNO FLIER FABRIC _ _ ~ ' I UNOISTi1RBED SOIL ~ aR~DE These drasMps era the property or t?r nrchlttct rend
8.0 min. / 'gyp ro ~ sPOp11CATla~ CROSS-SECTION clawLl B' IDR nny not bs used h shale or q+ part etthout erFtten
KEYWAY it .w FlL1ER FAEIRIC CIASS B EROSION CONTROL STONE consent of the nrchltect. Vbtntors ors subJrct to
4~ i tepnl action
Copyrlaht ©2001 Fbsell Assoclntes Architects
Cross Section , 2 ; 1 aide 2 : 1 aide ~ / _ ~ MN. _ i FRONT VIEW
eb max. / I- ebpe max. Welr ~ pe _ 1.6' l _ DESIGN OF SPILLWAY51 1 Protect Tltte P°rT V~5T JEFFER50N /FLEETWOOD
AS NO1ID DIMIIMOE ARErt ME>R LDIOrN eokeM wt~ rAerc _ ~T ~,+a vneac ELEMENTARY SG+~OOL
(AalEa) (Fr.) ! x1 BOE HOPE IIA1c ~1 , , ~e?f cou?irr, raletr+ cMOwru g
i 4.o FllR~D1CT ~ s as y, F« -?r'em r ~ ~ DrarY,p Title
3 !.0 ' ~ Ar IEION 1~ _ \ 4 10.0 SET11lD LOP nun
B 1zo ~ W`'t of aw ~ r'~! ~i IN6 DRAINASE AND # FARAD ,
UNDISTURBED SOIL t ollolllolls wlan+ ARE MIMNI _ r Mtl. EROSION DETAILS ~ ~ ~
FILTER FABRIC - USE SILT FENCE ONL NF#N ORANiACE AREA _t ~ NOT E>aCIID 1 4 ACRE AND NEVER li ~ - r ~ ~t amt darn Sent Pro,Ject No.
/ STONE SECTION OF CONCEN lED (1011 ~r~
~ MAINTENANCE - 1 IiSPEi.4 TFaiORARY SEDIIOif TRAPS AFTER EACH PEA100 OF 510NIF1CANr RNIFNL RfIIWE SE01ENt AND RF4f01E TRAP TD rt5 ORIOIIIAL FOR AEPAIt OF SILT FENCE ANGI01t 9fMlT ~ CAR pARl~R F~ ~p~ USE N0. 57 DIFCIFD rr tJY091aPE AAp11~.`T (7l 0 Date
ti.wrw.r rr•rr~ sue rwnn use uw rr r ~~en M wtyu s nr HCr1~Y MfIL K TLi "f/0 01 rK 71r 6f11~/Yf TIYT R ~i1M1YFfl Y W~' r~~~rrr (1~l' ~A. C'~ .~QE~ ~n A4.1~+'Zl~1l
VAGIRMN 1 1f acY , Irv - Nf.-,- - • - - - " - " ' - KEYWAY A DEMMMIED DOPOSAL AREA AND REPLACE THE CONDIMMMIED PART OF THE Qft% . FACIM
Stone Section 06M THE SIRUCMM FOR DMdAQE FROM M" OR P94M PENOMA11Y 0*30K THE DEPTH OF 1HE SPILL MY TO ENWRE R 6 A ?wuA FOR ANCHOR WHEN SILT FENCE VIEW • IS PROTECTING CATCH BASIN. DE VIEW 4 `r Dra Na
OF 1.8 Fr. OELAN THE LON PW Of THE EMBAWMENT. bUMMMY ELL ANY ffMBMW OF THE EMOMOGENF TO SLIGHTLY AWK DEEM A GRADE. AMY RIP MP DEP ACED FROM THE SPUMY MUST BE REPLACED RMEDMIELY. 373 or 2784 A Y
SMLME THE El/FMMEM AND ALL DSTURMED AREAS ABODE THE gMbW F POOL AND DOWNSM M FROM 7HHE TRAP MAMAIMY AFTER STANDARD TEMPORARY SILT FENCE
H c~ 5E~101A
ROCK DAM DETAIL oasTRUCnoN uEHHL SEEDla GRAVEL AND RIP RAP FlLTER BASIN
NOT TO SCALE of
~ ~ 3 2 4 C) n it 12 1? 14 15 16 17

_
j
1 2 3 4 5 6 7 8 9 11 12 13 14 15 lb 17 10
i i
I CONCREtE BLACK CATCH BASIN
I L Sfnoothly blend ' pp~n ~D ? ~ - ~'S7 YI~IEO 5101 FV.T~ - ooalca~t ono .F--------_-- L ~ S1OI~ Fu.TOi (irN~l. 12 THK;K)
~ ~ SEDN~I'f S1 ~ I _ AT ENO OF PAOJECt~ GTCH BASMI CNt . SEDN~M SIGRACE ZONE sE RAMC AS NRFDED PLtJ00AKi OPEN
,r" i COURSE Of' ilOE"~( WfM MdRAR

~ / .ti: D~ ~ RISER CAN BE BtRLT A8 A STAN{ CATCH 8~N/JI~NCiION BOX (1MTii
~ ~ ~ WEEP HOLES`) AND BE UIEJZED AS
~::~r': - SUCH WHEN PRO~ICT kS SrA9LE.
r.... ~4n CUI.VEKI' PIPE 1
- K
i GRAVEL BEDDNrC ~ ~ OIALVANIZED IIIJlDMWI1tE RE
OR FILTER FABRIC CLORH W/ 1 /2' CI~RD tlD
Design ~Icknest Y-SIiAAPED RIP RAP CHANlBL. PERSPECTIVE VIEW
i i
~9n ~ DeeiBn top width GALVANIYEO FIARpMtARE CLOTH 1/2' X 1/2" GRID
Flooa sror:AGE zoi~
J COURSE OF BLOCK LAID S10EWAYS ON J
7 SEDI>~!T STQIi11f,E ZONES ~ ! 3 SLUES OF GTCH BASIN
- (TOTAL BASSI CJIPACitY) \ ~ ~ ~ ~
~ 1 i ~,OR, 1.5
~w _ ~
I _ ~
Smoothly blend ! :i CULVERT PIPE .
GItAVEI REDOING ~ •'t' f ~f1t0Ct onC 1RAPEZODAL RIP RAP CHANNEL. __.I. _ OR FILTER FABRIC
~ ~
width ~ top - - -
j i I \l ~ i I
DMlgn ~ _ ~ ~ ~ ~ CONCREYE FOOTBIG PAD
- I 1,5 7 WASHED STONE FlLTER IAID At#I?INST HARDWARE
~ - i• TH (1.1 SLOPE - - 12 THICK)
Design thiakMa _ _ _ _ _ thk;kneee ~ C _ CLEAN our PANT (1/2 oEPT?+ SEDIMENr St~AGE ZONE)
- - ' j - - - - - SECTION VIEW
T / ATER SECTION ~ f II TO BE USED WFIERE EXCESSNE STOR6IW GRAVEL BEDI~IG ! VELD(~11ES PROH191T VEGEfATNE lam.
OR FILTER FABRIC SQE OF STONE WlST BE 8'Y
PARABOLIC 9HAP® RlP AAP CHANIEL APPROPRU?TE DESK~1
I , R Fl T R B ASIN H RISE L E
CATCH BASIN RISER F1L H
RIP RAP LINED CHANNELS
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NORTH CAROLINA 8O0NE,
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rn~.e er..h+ps cry q+e prap~rty of +ne .rc~s.~t and ray nst i+t ur.a h .hol. ar M, part rtlhout ..itten
aorwnt of M,e ertiM4~ct~ vlotators orv ale,kct to
cepy?~nt ®xo~ ~odesK karac<:
Pro,Ject tNk !~T ,,,~ER50N / FLEgTWOOD
hRY SGHODL ~+t cou?rtr, ? caouw, g
B DrnrMp Thee
IN6 DRAINA+rSE A1~ r ~
EItD510N DETAILS
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A jrw U 373 cow
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1 2 3 4 5 6 7 8 9 1G 11 12 13 14 15 16 17
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. 1. obtain ~an vat from O,EIJi2. ~ e-c0 i aFIN'° pr nstruct on ca~ftll~t maybe roquirad,,tan#ac# ,i
~ NC D~NR prior to it?m work. n9
reran tg ° ~ ve) constr ti . mp~rar}' gra f. uc on entrer+ct. Instal! pipe ~ f.-M-b~0 and inlet
dimcnfi tyR!c sa basin #i and #8. Instc~ Slit 1~±que. Install re?nar!ni Sipdiment Basins . ~ ~ and dwers~on
. `lrwales to basins os shown "
Clear etc to `action pMi Ss~?str is shown. Grade s+te. Begin boil ' action. dng n ~t1 NyTR~ , X11= ~T f~liVF.t~
4. Stab~ie completed areas with vtl cmd s as re - W ~ s~ asta~,e bast for roadw and , ~ ~ _
p~ki ~ Install stq~rn droi a and (1 ~ Ltu1?C r RL4; ~ nog o other ar+derground ytilitits as approved. I ction b - Q.~1t1EL u ~ , r~.4;f?~ ~ C~ ~ . c~
conxnvation i ns~c y try- ~ e~~ Pp?.bR-Y , ~ n~ r. ~cousc ~ ~ ~a r vEµF.~f.~ E ~ ~c -R ~ ~
~ ~ 5, ~P Pa EIJtf;.l~iJG Complete gradiq~. Sw<titnent control ?neQSUres;t remain until isiabili elan ~ ~ - t' ~ ~ ~ s ~npietc. Basins to ~ ~ N ~ _ _ ~ ~
~~j _ Q cfecmed cut whey fuH ar Iess. ~ - . ~ N
! 3 - UJ e V~eri site is to ~i1g1 ode atabi 1 i i, d•~turbedslit~eas with. tour: T~ ~ u
~ 'Y ~ - tl~ ~ a., ~ controt r n K~esurt3 t+P rt? thro out c ~1't ~ , ~ ugh onstruct~on, W J .n _ __9..-- 35 1 ?I
~ T.• after yr ~ LP tI' ~ - t 587 ~ srte stebd+zation Is aced, remove all era ' _ ~ ~ Sion ce~r01 Inaos~res and stabihs~c ~ •J ~ I 22v _ . ~
1 areas distur U} ~ 1 bed ~ such rdnor~als wr+1'~ nt V~ ~ ~ LdIJE ~ I : OR _ ST t - _ f
~+san ~ ~ FC tuRN I ~a a' I 2 ~o l,E 8. Obtain find i}lspaetiM by conservation in star. ,~1 j r~ _ _ ~ ' ~ TURN _ T4 . Z7 2` ~ _ _ - ~
9. Total disturbed acres 4. Z~ - /I r arc 2 07 acres or less. ~t16 3. ~ i _ _ NE - 3. - ~ - -
a ~ ~ i ~ i 1 ~ , - ~ 21 - ti„~- - ,
~ ~ - ~ s- ~ -
I I ~>r ~ s ~ - J' ~
i _ i _ , _ d - i - % i ~ i
. 1 ~ ~ ~ ~ ~ ~ ~ ~ - u j r~~ i ~ ;
i i,,11 ~ i a~ - s
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~ ~ 0 M
l7 ~ ~ ~ ~ X -tom' ' ~y_ ~ ~ 1 ~ O,' a' ~ ~ DIUF,~.. Ott ~ ~J ~ ~ / ~
~ ~ ~ / / / / ~ ~ - ~ ~ ~ ~ P , l~
( - ~ ~ - % AMP g ~ ~j . ~ ~ ' _ _ ~ ~ i ~ 510 ~ -
~ T EPH~ _ j - i _ ~3. - - ~ ~ ~ S - ~ 6~
- ~ ~ ~ ~ 1, fi _ % ~ • ~ ~ ~ ~ , /
. - 11 \ ~ ~ V ~ - - - ~ ~ ~ i .l
I - ~ ~ _ , i ~ - ~ o , • - -
- - - I . q2 G - ' AREA - - Vl 1 t f
~ I ~ , y , ~ _ ~ X ~
I ~ - ~ y ~ ~ ~ ~ , ~ ~
S y ~ ~ - = I ` Y `FE ~ ~ ? - ~
/ ~ Z, - - - -u~ 1 , ~ ,
1 ~ i ~ - ~ i ~ ~ y v ~ • -Y-_
i ~ t / , vEtzSmu ~ ~ ~ cr ~ ors / ~ 1 ~ ~ ~ ~ 326 ~
f~~? 5T oBE~ ufelu 25 ~l .Mir EMf: ~ + i ~ ~ r~ i
~ } I~ ~ _ , _ _ Y/ ' ~ ~ IoN ~ NT e ~ ~ M E E ~ ~ ~ ~ - DIM bt DI y ~ _ - . E E N -S sw
TIDN ~ , ~ ~ -rfrtE PIVE~ EN- 250 2 ,twc~ f 3 I ~ ~ D _ ~ ar
i ~ ~ ~>C / ~ i i ~ / - ~ " . , . ~~~a~~~a . _ _ v 1 ~ ~ - Ir~?r S ~ ~ ~ , t i ~ ~ ~~µrr
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~ ~ ~ ~ ~ ~ rJ,cn~~ I ~ 0 k' ~ CouT ~
! ~ i ~ i ~ - n~ ~ / •R ~ I W . r ~ EA ~.E'fyC a ~ ~ ~ D~ ~ v T~ NTH , ~ uµl s } `L ,E EA . ~
/ f ! ~ 1 - ,E _ ~i~ J ~ , , 1 ~ ~ . N k ~ , ~ ~
VILE lu P T ~ ~1 ~ 1 t ~ r 1 Il. ,
~ - ~ x ~ ~ 1, ~ , ~3 ~ ! W val.. ~ O I \ 1 f=? ~ > ~ NLE° ~ v~~ o Ts ~ ! ~ ITT ; o ~ ,,,.~,i~ F E ~ USED , ~ INLET i , ~ j '~L;,~ ,~1~~~~~, ~l;~i k ~ e~ l~in 1 1~
_ \ ~ ~ ~ ~ ~ ~ 96 ! ~ \ \ \ \ ~ / ~ SIN 1 8A ~ , , ~:.z 1 ~,,1 ,~~1 ~ ti, x
• ti ~ a \ 10 ~ \ L~ E / ~ ~ 1 / i' , i I
r FI , . EI.EY~ 3341.x(7 ~ . \ o ~ ~ ~ ~ I ~.3 ~I 1
~ ! ~ r \ 1 ~ ' I ~ ~ v 1 - \ ~ 1 ~ '
x \ ~ ~ ! ~ ~ - \ sC \ / ~ i ,a
1 \ 1 4 \ 1 ~ / ~ / ~ ~ \ '9 r ~ , ~
~ • e \ ~ ~ / ~ - 'r ~ ~ V\ 1 i a 1 ~ ~ 30 . A ~ 1 ~ ~ ~ ~ 1 ~ ~ Y~b.~'o l~ ~ ~~r u.. I Ob ~ ~ ~b' / ~ 1 ~ ~ ~ %~i;ll ~ ~ , . x 33 ~ ~ ~ 1 250
~ ~
_ _ R`' I~ F
P. r,~PE ; \ ~ 1 I ~ ~ I?~ r _ M?ETLdNbS . A~ / ,
PROgID TEM S , ~ loo ~ ~ 1 1 ~ i Vf~R5 ~ I 1 ~ ~ \ . \ ~ I ~ ~ _ - .~(Dtu ~ f F,t`
p~ftsGD I aT Y 4 C" I( I i 1 1 1 ~ 1 1 I 3- ND / ~ ~~f _r~ _ _ _
i ~ :A ~ ~ ~ ~ - 5
~ 1 1! I~ 1 E ~ I I ~ O 1 i ASIN B x
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1 1 Wt t\ O 1 1 ~ ~ ~ ~ •I 1 1 I W \ ~ \ A. ~~sy ~ ~ r , ~
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d ~ ~ ~ ND ~ + , 1 U ; , ~ P E-K• + ~ - _ _ ~ ~ u, ~ 0.__ _ / ~ ~2. 1r . - ~
tCN UMW ~ ~ ~ ~ ~ ~ . r - - -
W1G1 . 1 ~ 1 ~ ~ ~ ~ ~ 2 = = ~ ~ - ~ • , 7 !~o , - _ _
~ ~ \ ~ I ~ - ~ ~ ~ I I v ~ v,
. , ~ , ~ s\ ~ ~ _ 2ao ~ , - - r 3 _ - - - - ~UER~Iol~ 4T' /
~ , JERRY RAY i ~ ~ y \1 \ \ ~ - - x l _ ~ ~ ~ ~ ~ -
\ ~ l ~ ~ , DEED BOOK 2 t 7 ti ~ ~ \ ' o ~ ,1 1 ~ ~ I ! ~ % ~ i ~ _r 1
PAGE 352 •po ~ ~ 1 3 ~ x ' -$ASI 29 , 3
q ~ 1 ~ a I~: ~ ~ ~ I E S - , ~ , ; -i - ~.w T ~
Rawly ~r+ ~ ~ ~ g ; 70 - ~ ; / 32 , , , , ; , , ; . - _ ~ . ~ ~ 1.~4
I, Rendy G. Rhodes profes i T \ ~ v A ~ ~ ~ _ ~ ~ d ~ 1 ~ s oval Lond Surv ar 4 ` ~ ~ \ I ! - ~ ~ , ~ ~ ~ BKS
ey ~ ~ ~ E ~ certify that this ma was dra ~ P ~,,p~E ~ ~ p wn from an oetual 'fC ~ \ ~ J ~ t! N i - _ - - ~ ~ ~ ~ , 3Q - - ~ =lo-~ E "3
~ ~ ~ ~ ry ~ t?urvey made under m e ervisiom ~ ~ y up ,that the error of ~ \ 61 ~ ~ ~ C ~ - _ ~ ~ _ -~tf5~~t. D-f ~ )ti~ie~ a__
~ t' ~ v. ~ Rh'1 c sure by latitudes and departures is ,1, ~ ~ Witness m on inol 'r I _ ~ ~ LW6 ~ ~ ~ / ~ ~ . )f:ARIN~
- - Y 9 s gnature this \ tJ~ ~ ~ ~ ~ 1 of A.O., 19_ ~ ~ t ~ u' ~ ~ 1 l i 1~,-~ ~ ~ ~ - - J91NG
~ 2 ~ v ~ 0 I ~ ~ ~~f EPA ~ ~ ~ i j ~ ~ ~ , ~ ~ ~OLfVER ~ t / ~
O ~ ~ \ O ~ I , ~ ~ ~ I ~ I ! ~ / - / , I ~~~i ~ ~ ` ~ H ow fL LA ss r of cA
~8 ~ x Es i i i / / i ~ -
e' ~ k ~ l I ~ i ~ ~ ~ / PLS No. L-3094 ~ t, x ~ ; i / / A - ~ - RC - ~ HIT ECT S ~ ; ~ g - , -
~ \ ~ ti i ~ l~ - ; ~ - ~ ~ ~ - ~ BOONS, NORTH C ~ , - ; ~ ~ AROl.INA
~ ~ / ~ t E St,DP s ~ ) ~
~pJIC'E T F'U'• FiERMS w ~ 11~5 ~ i ~ / ,t~~ ~ C'4~1 ~ ~ - _ . ~ ~ - - ~ ~ ~ ~ ~ - - - 11ws~ sr.~,p„ ert Ifv ora{w•ty of IM vY
E 6EfJGM ~ i " T St.d a t,ol'E , . ~ . ~ / ~ - - - Q wMc t wl ~ • ~ ~ t , , ~ / 'i ' i ~ ~ , - ~ \ gay rq1 N ~I h Mali 1 ' ~ i J ~ a" h VM' MMwI ~ •HIM~
'toP ~ C , P~ ~ ~ , ~ ' ~ - ~ ewwM of Me vdvl~c 1, ~ bh khs - i ~ - - Vf ~wJ1C1 (0
i ~ F: 1 , I ~ ~ i _ _ ~ ~CMd~ i _ ~F f ~ , / ~ ~ - - - -
~ k / ~ T . ,
x ~ i ~ a: ~
~ i / 4/~~ ~ ~ ~ ~ ~ l• r~ - - _ - . ' ST JEl'~=ERSpN / F - ~ V ~ _ _ _
- ELEMENTARY SG
~i. W W _ _ . ~ , - ~ HOOL . .
~ ~ ~ y ~1 ~ ~ _ Rv~hp tltlt _ I / i
IN 3 ~ _ ~ i ~ i W ~ ' I + - ~ 1, ':u ~ ~ N.G.D.O.T.-
~ ~ ~ ~ ; ~ , S - IB ~ ~ ~ 1, ~ _ + Ex W~,~up•, . , , , _ _ ISTIN6 +1 FINISH 6RAD
Ir ~ ' ~ ' ~ / ~ , ~ W~L M f.l! G1' N:1~ L i ' S d ~ ~ ~ - - - - _ - C ELEV. ~ ~ ~ ~ h0 +
,y ~ ~ ~ i ~ ~ ~ ~ -
IVF-R~'S10tS ~T / / . I ~ .TEM!'' p IMtY~ ~ { ~ ~ ~ ~ - ~ - - - obu~a ~ i ~ ~
- .yrPu~ttON ~ r' rt'11A1~' f I A C~ C' n n 1 AT r n ~ r-..,~....r..~. ~ LN s - ~ ~ ~ ~ ~ Ck . ~ PARKER
r vvv L.t...L Nv7~7VlrIHI CJ NKUMI I t~r, I S V t s" ~w ~{tED S~ no to
33 oq-k>-2" 101 00
~ BOONE NORTH CAROLINA 3310 r 2784 r Or~p No
COEN DESIGN • LANDSCAPE AR CHITECT - + D 5E..
0 t k C4
PATTERSON NORTH CAROLINA i
REVISION DATE AUGU ST 17 20 - , a°1 D 01 01 _
I=T MEF, -l

_
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 lb 17
t~41f.~. t ~ 4 SHALL4w TYPE INTERMEDIATE TYPE {4X4) DEEP TYPE (5X5) •
a. 2' m 3' MASNED AO@REOATE MALL A rsr a tFr w oenp p ray m ~o ~ M ~ m ~r « ~ (l~t0 4o~w~ eemq
ea usED. PV~O TO ~ !f0'L x 20'w x a• -i 12' MN D AT A AwirI1AA. 0
~ i aIOPE Z1 - b, TURNaiO RADMIS SUfl11MQlT TO - - 2. t 4.0~ .9 b 3304, 7 - L - ~ - _.r _ C $.A .Q'~i Q.t~1 18' ~ ;1. f ,~i 1.57 3303.57
f ~ ~ ~ ACOpR10oRfE UIROE TRUCKS LS TO iE i PROV+DED. • . aiur , ~
lNTURAL OROlllq OR FR1. OR CUT ~ c. EMfRANCE(S) SHOULD ~ I.OCAtiD IC1
i PROIAOE FOR IIAIOl11aA UIYJM !N ALL SIdPES COnSiRIJCTKIN VE11QE3. i-- -vi.~a"c.~e - _ P' 3.3 330x.20 1 120 0 1 3 @, 3135.28
001lRCI® ru G 2.411 ~04.~? 1 4 3 t. -
ONOlSIR~ OMCE W ~ g111D 01Q Rl[T VCI~NI ' d. MlSI lE MAwG4NED al A OOIIDIIION r i_ ~ H 3,56 3 x.60 ~ $.~!!1 1 0 8 1.12 aao4. _ • • -
.:r~: ; +zr .7M M?w;H MILL PREVk111' TRACKaKi 011 a y, spa Da1fCT FIOM OF MA OMO SREErS. i.a' wi PERIODIC TOPORE$aaq MR1I SITkE 3~3 a0 3t?2_ Q,dt, i 4 ,7 A. t.8 33(14.7 ~r~o ~r~ r
~,ao-oow swas ~ " -8;~ ~"'i~ ~ -1 a" MMN i '.~,~ri;~. SILL !E N~S91~'; KEEP SOME HMII)I. -not . coca . J ta.93 :1301. 3301. I10 O.t3 1.9 : 4 ~ 33tIi.50
i ANY AtAIERIAI MFICMI STILL teVfES R we? aor~a . wac r~a ~c K 12a~ 1~ffi ~i o°~bt . w~D~c_._ _ ' . _ 4 . ,O.flt 2 1Q Q.I~ 2.07 a2B4.a7
OIPPD THE ROAD MIaiI' ~ CLEMED UP K RM~DMTEIr.
M~ " eye . ~ - i ,r _ _ ~ M 40,40 ~49 1 40 42" 40 . 1 1.1! 0 O,B3 2,117 9293: K w-.__ N 42. .C0 4~" 4.0 ti 1:$ 12 a:dkl 9.131 3293.A1
io' snr*c I ~ DITCH . wor m ox~ e' ~ ~ ~ _ ~ _ . ?~"m ~ ~ ~ _ ~ ~ 0 43.68 32~. .3A ~ ~~o .0.03 to ~.~r a,a 32eaao
~ 'ra-•-I~1+ r I P .88 1. i' ~76.p6 t .01 0. 2.'9 a 77.
nv a r ~ s~i'i t Q x2.4Q .QO 3x79. +li' f 0.02 2. 1 ` 1 4 ~b.8Q r , t` R 71.8(! y 3210.80 F $ r r
wwo-oowcrm ' ~ ~ _rK r- Note aB • i to b~c u1 1t PAP n3 # 3Y ! coated or olw~n+sed cw~r~at~cd it~ttttl p+~t .Ab4lh+cltness unless otherwise
i- os ~ r ~ ~ indicated. Pipe siepr liven in ftst per'foot, for percti+# siopwc; mu#ttply by IAA: Mete: Acttroi i~ the
e° on _ .f_ _ ~ P ~9 R+QY vary. Nott; mark "P" is ettisti 24'
ago ~ ~P• SLAB DETAIL .n oar
' _ BERWI/DITCH 4 J oaoma+ a«wa r, n rk ra xi J
~ I ~ ~ ~ / a~ ~ ~ RIP RAP APB U ~J ~ ~ p N er ~ NEtry ~ M .w ` -
NOTES: a" Ian ~ oun>~t a P'l~E ~ L~G1N ttl Ic
aRADE MIST ec raoNDID ro A9pMIE oRAMAE[. a i sll~c E10CMpi u w3D Alo MAQf w>fAwoN, Tar N0T To ~ a~ i 14.8 11, 1 ~ L~__-
IDS i IaAIOPF 1ElOd1~l R1RtA.T1, YA14aAl OIG11A~ / DETAIL: TEMPORARY SLOPE MAIN Aatn a ACRES Mmrann SuPPaltTrlo cxa,uTlola PpI ~ ~_n_.~ K 12.43 ~1" 11 12' 14' i x.25
APPROVED 101 GRIM ~T~ ~~1![ ~1M1 2" 10 3' IM?SI~O AOORfWIE R 73.4 4!e" MIN. 22' ~ 1 2.25
Dlfil LS 11[ Mlif OOWwLY Valal Di ~ / ~ 2 IIAQ~ ODM~ACTKw Or ALL F11 D RD~D. OtIMl801ai NpTE: TAPER All. APRt;31r15 TO 51'4RMWA't'1R f~4 4~ T NN~.S ARE PRESEN .
SURID><11T 1D OAECt M19EOIBR-{~I _310111M1fR w1D i z ~pBlf Oa1AlOL oEMCE MIST ~ isuru>t PNdI TO CLfAlrrl4 HOrtES: MPUCAStE At Ati POInIS OF PRECAST CONCRETE CATCH BASIN ~oerrs a
AID alawala a Aau (aa w caR~uRCMOR rMI nas aPtMTip+ wcRESS ~ r~ss ul~. SrtE a ' IF R9~ CONMIOLS ARD p1QlfoNl ARL wSTAL4ID AT EAdI STA8NJ2FD, rltF>aUETfI CHECKS OF u~. srtE a r ae~a of
' CN1CK PD)It AS wDICA1FD THE DEMCE AIID TMQY I TOR z 5 A A CSI 5
~ o011~CApl OPERATIOnS. TO MRMIff DAl1ACE3 !Y WYNTFl/A1K~ MUST BE PROVIDED. I MARK 1O d s T linty "n" width'- side V10 fhannel
r. oneaoNS SnDIAD w: ~ ARD MR:dlD a THEr ARE To f RF1i1W N PtAtt OItR 20 MONIap IAYR ! 12.88 b2.4 A.;lb A.A2 a Q.AtS 1 Ztei 2.2 4'S ~ 3 6#tA55
al Q#OlI DIIIARpIS AFIOI tAQi RAIL, Nt dlff P91 MID( M11QI 2 2.19 b2.4 A.14 4.A5 A.43 A. Q45 ~ 2tol 1.95 BRASS
~ r ~ wloRwR °~AAOM' a~ As n~ m "~A" TEMPORARY GRAVEL CONSTRUCTION ENTRANCE IT ~IItIIaI. /EX 3 4.$8 6~.4 A.18 ~ ~9 ti;87 ~ ;tai 212 -
I FI A TI N ~ st~Aw r SEEDING SPEC C 0
' DETAIL TEMPORARY DIVERSION BERM DITCH nts ~ t ) 4 7,22 b2,4 ~.3t>~ Orb G.49 A.045 i0 2te1 2.33 61~ASS x t sloPES aR FLATTER
5 21.1b b2.4 p.3S tl,p5 1.18 fl.A3b 12 2to1 4.b8 tic Mat
i Apply Itrne of rate of 901be/1000 eaucn het b 17.12 b2.4 A.~'~ 1 A A'S ,43 Q.l7~ 12 ltot 2,47 Straw Net Apply 1 10-(0 oommercdal organic fertiliser at rate of 7gbe/1000 square het
seed h accadona wift? blowki schedule: 7 ti.24 b2,4 A.21,b O~A?7' Q.3b " ~?.rS 12 2ta1 2'.39 tit g
. PIPE ok 8 6.112 b2.4 0: 4 DATE TYPE RATE ~ . A 33 .11 4.~M 1~ 8t#1 .71~ [;i R
H JW i5- 30 ReNoM Hard Feeow 700 Ibt/acre " H y
b ~~~1 Sept 1- Yoy 1ST Reliant Feeow and Abrussl Rye 27b Ibe/acre R R Wry t5- July 15'~ Rdlant Fescw and Millet 71N) IDs/acre
. ~ ~ i 8!t! a ~ 1 Q10 M~hlr
5 ~ .~I~... NCDDr lrAgARD 1'kl' aRgc i / Muldi with etrow at the rob of 75-IOOb/1000 equaro het. ~ t4~~ 1~ oe at. 5 ter
~ Rlplblp ~ SLOPES GREATER THAN xi
3 4.+~4 x Apply Itia•al pyres at rote of 901be/tOOO square het ~ 4.04. 0.8 1$.4,8. 1
~ , Appl 1 10-10 canrnerddl organk iN{i~er of rob of 2O~e/1000 equa» het 4 .7 6 3.5A 1~8 9. 14. 10'
«.II. - ! I in aocordanoe with hllowing edalule; S 1,131 3 1 0. .b 6 6.10 8.813+6 lttl'
~ ~ l 6 0.44 1 1 0.44 ,8 6.8 1.79 10' DATE 'T'YPE RAZE July 15- August JO Rdlsnt Feeow + Crown Vetch 760 ~e%on 7 0,12 C. 9.d 3.75 10
1 ~ " r ~ 1 7 - F + R 775 Ibe acre ' 8'~ Sept. t Mtay 15• RsNont eeoue Abrurtl 1" / 8 1,8 2 G
- - Mtoy t5-Jnly t5~ ReNont Fnow + YMt 2l0 be/acre # tl:$ 4.!! .S2$ t?` 9 0.58 4 11x3 ` , 1 8. i 0.8 t3,8 •8988 tai
i ETRIC - SOM V4~W Mwleh with stray at the rote of 75-t00be/1000 square het
i • Tertporay, n-seed September 1, of raoonwnended rotes 11 1.34 Z ~?it4Qt4 1.;s2 A. ; 6.1 S. 10'
i2 1.3 1.3 Sl. 6.8 t
A A ~ ~ I i SEEDBED PREPMAflON Q 13 Q. 1 0. 6.8 421 10
- ~ ~ 9urfoos water aanird n»owrr, to be trateled to pion. itASEO QN ~Nr~W P~ • } ~ 1tEAR LDS3 f'QR A QNE 1~AR C0N5TI2UCIION
I ~ Arwe b be seeded ebaN 1e ripped and spraod wAh tapeol. Totd eesdbed depth ehd fre 4'. It~D. FiL'~R pA~INS 1K3-4 5~IL1. J~ Rt~G~(pAM 1`YPE BASINS, ~FLTER BASIN #1 AND
~ s ~ wj ~i ~ ?odM, roots, and otMr obwtrue6om ehd be nmowd from tl+e «rhoe p ihot ARE INLET
a and tenana of Lion. Surface for And TYPE 8A5INS. ~ tK I ~C ~ a~i n+c dMy wIN R.t interhn with eetiMslwraRt main --I eeedbad pnparntbn, at iMMh grads dawn, rheN be noeonaby? enaoth and unHbrm.
I i - F - M no eeN feet >t tdan, hTtlbsr and lime to Oe to tsedi?q epeeMoatla?e. ~ 2' e' err ~ ~ / 1/2' R F
4 ¦ (##Itlll _ _ _ K eoN bet k tdan, provide IMne aRd hrtltser eooordYiq rwpert. ltn» and fertiliser dal be applNd unNonnly and mbad wRh tM col during eesdeed _ _ _ - - ye' R.
~ . , pr'epa?allon. 5' _ -JOetT iiLQ e'
PLAN. ~ - a Arnow DlrRl _L ~ x~ - _J._. J ~ - ~ _ GRADED SLOPES AND FILLS ~ ~ ~ .
~ A 1A ~ l~l~ll'!IN
1 I OlK ea Fl~ ~ TM for graded elapse and ANe ehaN be no gnotK than the on¢e whM~h can be . a~"iu? ~wnosw by cover a Defier erosion contrd devices a sbuci~rwa ~ ~ r
- La SECTION PLAN j swat o s now I ~,r '~01~'"~"° In an want. MeR chow wl 15 Norkkrq day a JO adenda dofa of ~ rwh uA~u~ so' MAZ. errwrEti ,bwrs u'
«rwi •w rru r s u~ e~eei era era of any ~ of whlohwar b shorter, be pl~aribd a olherwdes a~ Ar All atsa oe,~crs wiCh gras+d aarrr, a elruohnM sufAot,nt to rwh+li? aosion.
w~w..w ¦rrn a area ~ o~ oe>a r. CHANNEL LINING INSTALLATION (Vir - 9 AT14N (Virginia Division of Forestry) FRa+T aEVATaN °'~~•~-~u socnoa A..A
1' ' STiMnN~ YIYn NLET wI1H GI1AlE IMF FMII~ OR~OUIID C~4ER r<iANSVERSE E?PANSION JONiT `r~.w",".erir+:;'~""*•~• SIDE EI.EYAliON .~.u....~.....
E e whenever octlvlt undertaken an a tract man than one E ~ ~
r SECTION A-A ~4ff.~. acre and tf mac tl+an one Dore Don N unoowred, a ground Dover sufAdsnt to neiraln erosion must be ae 6r othawiss provkMd wNhin 15 waridnq dor a 3o calendar 5TANDARD CONCRETE CURB AND GUTTER refs
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serve made un r ` ~ \ \ \ ~ ~ y de my superws~on; that the error of closure by latitudes and departures is 1; \ ~ ` ~ ~ ~ ~
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