20010840 Ver 1_Complete File_20010605

O?0F W A T F9 pG Michael F. Easley _
Governor
2 Mr William G. Ross, Jr., Secretary
> Department of Environment and Natural Resources
Kerr T. Stevens
Division of Water Quality
June 11, 2001
Yancey County
DWQ Project No. 010840
SR 1154 (Upper Browns Creek Road)
APPROVAL of 401 Water Quality Certification with Additional Conditions
Mr. Roger D. Bryan, Division Environmental Officer
NCDOT Division 13
P.O. Box 3279
Asheville, NC 28802
Dear Mr. Bryan:
You have our approval, in accordance with the attached conditions and those listed below, to impact 30
linear feet of Brown Creek and a tributary to Brown Creek in order improve SR 1154 (Upper Browns
Creek Road) in Yancey County. The project should be constructed in accordance with your application
dated 29 May 2001 (received June 5, 2001). After reviewing your application, we have decided that this
fill is covered by General Water Quality Certification No. 3289 corresponding to the U.S. Army Corps of
Engineers Nationwide Permit Number 14. In addition, you should acquire any other federal, state or local
permits before you proceed with your project including (but not limited to) Sediment and Erosion
Control, Non-Discharge and Water Supply Watershed regulations. This approval will expire with the
accompanying 404 permit unless otherwise specified in the Water Quality Certification.
This approval is valid solely for the purpose and design described in your application (unless modified
below). Should your project change, you must notify the DWQ and submit a new application. If the
property is sold, the new owner must be given a copy of this Certification and approval letter, and is
thereby responsible for complying with all the conditions. If total wetland fills for this project (now or in
the future) exceed one acre, or of total impacts to streams (now or in the future) exceed 150 linear feet,
compensatory mitigation may be required as described in 15A NCAC 2H.0506 (h) (6) and (7). For this
approval to be valid, you must follow the conditions listed in the attached certification and any additional
conditions listed below.
4
6.
In-stream work and land disturbance within the 25-foot wide buffer zone are prohibited during the
trout spawning season of October 15 through April 15, or as otherwise determined by the North
Carolina Wildlife Resources Commission, to protect the egg and fry stages of trout from
sedimentation during construction.
Requirements for ORW waters as described in 15A NCAC 2B .0225.
Implementation of the stormwater management requirements specific to ORW waters as described in
15A NCAC 2H. 1007.
Sedimentation and Erosion Control Guidelines for Sensitive Watersheds (15A NCAC 4B .0024) must
be implemented prior to any ground-disturbing activities to minimize impacts to downstream aquatic
resources. Temporary or permanent herbaceous vegetation should be planted on all bare soil within 5
days of ground-disturbing activities to provide long term erosion control.
The culvert required for this project shall be installed in such a manner that the original stream profile
is not altered (i.e. the depth of the channel should not be reduced by a widening of the streambed).
Existing stream dimensions are to be maintained above and below locations of culvert extensions.
All work shall be performed during low flow conditions.
North Carolina Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
919-733-1786 (phone), 919-733-6893 (fax), http://h2o.enr.state.nc.us/ncwetlands/
Page 2 of 2
7. All mechanized equipment operated near surface waters should be regularly inspected and maintained
to prevent contamination of stream waters from fuels, lubricants, hydraulic fluids, or other toxic
materials.
8. The presence of equipment in the channels must be minimized. Under no circumstances should rock,
sand or other materials be dredged from the wetted stream channel under authorization of this permit,
except in the immediate vicinity of the culverts.
9. Mowing of existing vegetated buffers is strongly discouraged, so that they may be utilized for storm
water sheet flow.
10. Use of rip-rap for bank stabilization is to be minimized; rather, native vegetation is to be planted
when practical. If necessary, rip-rap should be limited to the stream bank below the high water mark,
and vegetation should be used for stabilization above high water.
11. Rock silt screens at culvert outlets should be removed at project completion.
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 of the date that you receive this letter. To ask for a
hearing, send a written petition which conforms to Chapter 150B of the North Carolina General
Statutes to the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, N.C.
27699-6714. This certification and its conditions are final and binding unless you ask for a
hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water
Act. If you have any questions, please telephone Ms. Cynthia Van Der Wiele at 919.733.1786 or Mr.
Mike Parker of the Asheville Regional Office at 828.251-6452.
Sincerely,
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Asheville Field Office
NCDWQ Asheville Regional Office
Central Files
File Copy

90
0 1SS?E? ?.??FV,1 011TS GAUP
STATE OF NORTH CAROLINA 'dFi? Q113 jY F EC_1Ic _
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY
GOVERNOR
PO BOX 3279, ASHEVILLE, NC 28802
May 29, 2001
Mr. Steve Lund
US Army Corps of Engineers
151 Patton Avenue, Room 208
Asheville, NC 28801-5006
Subject: Nationwide Permit #14
SR 1154, Upper Browns Creek Road
Yancey County, NC
Dear Mr. Lund:
LYNDO TIPPETT
SECRETARY
0' OULeC,
I have enclosed a straight-line diagram with erosion control plan, a PCN application for
NWP #14, and a location map relative to the proposed project on SR 1154, Upper
Browns Creek Road, Yancey County,. NC.
Upper Browns Creek is currently a 14-16 feet wide gravel road. Division of Highways
plans to pave the road 18.feet wide and increase the typical section. Gr?_ will
light.
We propose to extend two existing culverts on Brown Creek and an UT. Total culvert
extensions will be 30 linear feet. Existing channel morphology will be maintained
upstream and downstream of the culverts. The culverts will be placed below existing
streambed elevation. Riparian vegetation will be reestablished along disturbed areas
associated with the culvert extensions. Stormwater will be diverted through grass-lined
ditches or vegetated buffers prior to entering streams.
No significant effect on federally listed species (threatened or endangered) or their
habitats is anticipated.
By copy of this letter, we request Owen Anderson, North Carolina Wildlife Resources
Commission Mountain Region Coordinator, to comment directly to the Corps concerning
the permit request.
PAYMENT
RECEIVED
Mr. Steve Lund
Page -2 SR 1154, Yancey County
May 29, 2001
By copy of this letter, we are asking Ed Ingle, Area Roadside Environmental Engineer, to
comment on the above project. Temporary encroachment into the buffer zone of the
Brown Creek will not be required for the project. The stream is classified as trout. No
buffer variance will be required.
By copy of this letter, I am forwarding seven (7) copies of the application package to
Cynthia Van der Wiele, NC DENR, Division of Water Quality, 401/Wetland Unit for
review and comment. A 5200.00 check is enclosed for application processing. Please
forward comments directly to the Corps with copy to Division 13 Environmental Officer.
Your earliest consideration for this request would be greatly appreciated. If you have any
questions or information needs, please contact me at [phone].
Sincerely,
p
Roger D. Bryan
Division 13 Environmental Officer
Enclosures
cc: F. D. Martin, P.E.
K. A. Wilson, P.E.
Ron Brazil
Ed Ingle
Owen Anderson
Cynthia Van der Wiele
Office Use Only: Form Version April 2001 0.1 USACE Action ID No. DWQ No.
If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A" rather than
leaving the space blank.
1. Processing;
Check all of the approval(s) requested for this project:
X Section 404 Permit
? Section 10 Permit
X 401 Water Quality Certification
? Riparian or Watershed Buffer Rules
2. Nationwide, Regional or General Permit Number(s) Requested: NWP 14
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
Owner/Applicant Information
Name: NC Department of Transportation
Mailing Address: P.O. Box 3279
Asheville, NC 28802
Telephone Number: 828-251-6287 Fax Number: 828-251-6394
E-mail Address: rdbryan rr dot. state.ne.us
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:
Company Affiliation:
Mailing Address:_
Telephone Number: Fax Number:
E-mail Address:
Pagel of 8
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: SR 1154 Upper Browns Creek Road
2. T.I.P. Project Number (NCDOT Onl
3. Property Identification Number (Tax PIN):
4. Location
County: Yancey Nearest Town: Celo
Subdivision name (include phase/lot number):
Directions to site (include road numbers, landmarks, etc.): SRI 154 is located off of NC 80
approximately 4 miles south of US 19E near Celo. Project beuins at the end of existing
pavement.
5. Site coordinates, if available (UTM or Lat/Long): N/A
(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.)
6. Describe the existing land use or condition of the site at the time of this application:
Existin.g secondary road
7. Property size (acres): 1.8
8. Nearest body of water (stream/river/sound/ocean/lake): Brown Creek
9. River Basin: French Broad
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.statc.nc.us/admin/maps%.)
Page 2 of 8
10. Describe the purpose of the proposed work: We propose to grade drain, base, pave and
install erosion control measures for SR 1154 (Upper Browns Creek Road). We propose to
extend two existing culverts on Brown Creek and UT. Total culvert extension will be 30
linear feet The culverts will be installed to insure aquatic life passage within the stream.
11. List the type of equipment to be used to construct the project: Excavator, backhoe, and
trucks.
12. Describe the land use in the vicinity of this project: Rural homes and wooded.
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.
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: No no future plans.
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 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
Page 3 of 8
Wetland Impact
Site Number
indicate on ma)
Type of Impact* Area of
Impact
(acres) Located within
100-year Floodplain**
(es/no) Distance to
Nearest Stream
linear feet)
Type of Wetland***
N/A

* List each impact separately and identify temporary impacts. Impacts include, but arc 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 `lap Service Center at 1-800-358-9616, or
online at lit w. fenia. 1_10V.
*** 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: 0.0
Total area of wetland impact proposed: 0.0
2. Stream Impacts, including all intermittent and perennial streams
Stream Impact
Site Number
indicate on ma
Type of Impact* Length of
Impact
linear feet '
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
leasespecify)
Sta. 10+74 Culvert 10 UT to Brown Creek 2 ft P
Sta. 25+18 Culvert 20 Brown Creek 2 ft P

* 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
ww%r.us(.!>.oov. Several intcmct sites also allow direct download and printing of USGS maps (e.g., www.topomne.com,
11Vww.In112 uest.coin, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 30 feet.
3. Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any
other Water of the U.S.
Page 4 of 8
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.)
N/A

* List each impact separately and identity temporary impacts. impacts mC'u-, wL UIU LIUL 1141M?U ..... 1 b° b+
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-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Size of watershed draining to pond: Expected pond surface area:
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.
The existing secondary road must be improved to meet current safety standards for paved
roads The culvert extensions requested are the minimum necessary to establish an appropriate
typical section for the roadway. Riparian vegetation will be established on disturbed areas
associated with the project construction.
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.
Page 5 of 8
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://112o.enr.state.iic.us/ncwctlands/stmi?-,ide.litili1.
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.
N/A
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 hup:i h2o.enr.st ite.nc.usi.tiM/iindex.hten. 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):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
Page 6 of 8
IX. Environmental Documentation (DWQ Only)
Does the project involve an expenditure of public funds or the use of public (federal/state/local)
land?
Yes X 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 whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No X
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
(Neuse), 15A NCAC 213 .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify. )?
Yes ? No X 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 I 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 213.0242 or.0260.
Page 7 of 8
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.
The existing compacted gravel roadway acts as an impervious surface. Paving of the roadway
should eliminate sedimentation from fines associated with gravel surface treatment. The
roadway surface will be 0.7 acres of the 1.8 acres of right of way. Stormwater will diverted
through settling basins or grass lined buffers prior to entering the streams.
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?
Yes ? No X
Is this an after-the-fact permit application?
Yes ? No X
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 schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
With regard to hazardous spill basins the road is not classified as an arterial route, therefore
hazardous spill basins are not required.
S 2
Applint/Agent'68ignature / Dale
(Agent's signature is valid only if an authorization letter from the applicant is provided.
Page 8 of 8
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PROJECT AREA
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Vicinity Map: SR 1154, Upper Browns Creek Road, Yancey County, NC (Celo
Quadrangle, Scale 1:24000).
N.C. DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
SECONDARY ROAD SURVEY
SUBJECT: SR. 1154 UPPER BROWNS CRK. RD.
LOCATION: END PVMT. SR. 1154 TO E.O.M.
WORK TYPE: GRADE, DRAIN, BASE, PAVE
EROSION CONTROL
WORK ORDER: PRIORITY:
COUNTY: YANCEY TOWNSHIP: S. TOE
DATE: MAY 21, 2001 SCALE: F'= 50'
NOTES: RIW = 45 FEET LENGTH =
PREPARED BY:. JPF 1780 FEET

PIPE DATA SR# i i Sa. .
CO. VAMCC WORM ORDER
STATION PRESENT SIZE PROPOSED SIZE NOTES
1 +774, a - W ccm p
m p nEq r)
nEq r) in' cgo?e, pi

15 +

+ I _ Y

m P,
:
0 ' 0

; 1I

I;'C
CROSS Pll C
+ 12- ?- 1,5 " M

POLE DATA NPN 61-03447
PROJECT $? 1154 COUNTY YANCEY Sheet I of ti
OWNER OF POLE LINE R E A vEK 1 zod
DIST. FROM CENTER DIST. FROM MUER DIST. CENTER PROJECT
PRESENT ROAD PROTECT AFTER MOVING
STATION POLE REMARKS
NUMBER LT. RT. LT. RT. LT. RT.
13+ 4 Z3 W T tom.
+ 3 17'
?.... t i -rte.
t 31?) 1 1 1
Leer
Pow
EROSION CONTROL.
SPDECIFICAAND S

L'
,Sf

ri r ,
Page
245.03 Temporary Silt Ditch
245-05 •• .............
Temporary Diversion ...............
? ?°-
--- V1-2
893.01 ........----•----• _._
Temporary Silt Fence •• ------- TD
VI - 4

8
90.05 Temporary Slope D.............

rain with Earth Berm
----
---- V1. 6
245.01
• Silt Basin Type A ------ --- VI 8
245.02 - ------•------- ....
------ Silt Basin Type B ........:.
-----
--- V1 10
892.04 Temporary Rock Sit t......... Check..Type........-..q........----...... --- VI -12
895.10 ........
Temporary Rock Silt Check Type-g _ -------- --- VI
- 14
892.01 ..

m Type . -A ......
Temporary Rock Sedime-ht Da

_--

VI -
16
'
892.02 .....
Temporary Rock Sediment ......
Dam Type-g

--- ?. VI- 18
897.01 Rock Pipe Inlet Protection "-" P __------ VI -
20
--
894.01 Rock Silt Screen ............ ......................... -
.........
....... ? $? --- • VI - 22
245.04 .
.... .....---• -
Stilling Basin _ =----- VI - z4
--
..................:..----------..................-
®
--
--- VI - 26
Rock Inlet Protection:

896.01 Type A
-------
. .................. A ?? "OR --Awx?3o
896.02 ?
................... B - OR'-- B ?? ----- VI-32
8o.,6.03 .
Type C .................... ?
............ C OR C ?? ---- VI-34
PIPE- CUTLET EJERG D(s*sgP/rTd ..-•
. ERo s IC lu C09TRo L kl?4TTi G ccm
F( DER GLAss Povf N e F6R--
vI-1
March, 1993
DESIGN FOR SILT BASIN
21 :7NNNN 5'
r
?z
( S.B. 5 )
2'Z
( S.E
NOT TO SCALE
CHECK EVERY STORU EVENT AND
CLEAN OUT WHEN HA F FULL
600 CUBAC FEET PER ACRE
LENGTH OF DISTURBED AREA 100'
2'
(S
A R
r
2T
(c
/I
/3'
2'
( S.B. 28 )

LENGTH OF DISTURBED AREA 300'
LENGTH OF DISTURBED AREA 200'

LENGTH OF DISTURBED AREA 400'
ROADWAY DITCH AND MEDIAN LINING GUIDELINES
Percent of Grade Type of Lirnino- Recommended
0
StraNv and Tack
2 "Er6404- Control Matting
3
4 Synthetic Roving
5
greater Stone
VIII- 2 tom, _ .L
EROSION CONTROL PLAN SHEET
Silt fences and temporary silt ditches shall be installed after clearing and before
grading.
Temporary stone ditch checks shall be installed as soon as ditchline is established.
Pipe outlet and inlet protection will be done as soon as the pipe is installed.
Silt basins (Type B) will be constructed to the dimension of nine feet by three _
---feerby two-feer-- a otherwise n-ated on the plans. (SB -9)+See dimension sheet-'-
Seeding and other permanent erosion control measures are to be implemented as
soon as practical.
Temporary rock silt checks (Type B) will be spaced as required by percent of
grade.
PIPE INSTALLATION NOTES
Y
1) Install erosion control devices. In streams, where necessary, rock
silt screens will be used.
2) Remove material and existing pipe while limiting, as much as
----possible;Znaterial -and sediment-from entering the stream and/or - - - - - ---
escaping from project. r
3) Prepare pipe foundation while again taking care to limit, as much
as possible, material and sediment from entering the stream and/or
escaping from project. Where possible, new grade will be below
existing streambed. If needed, bedding material will be clean
stone.
4) Place the new pipe and compact backfill.
5) Install slope protection on outlet and inlet ends of pipe. Also
complete installation of erosion control measures and perform
maintenance as needed on existing measures.
6) Establish permanent vegetation as soon as possible.

35'-I8' CUP
JOHN M3, ANNE STIERBERGER
08.329 M697
310 UPPER BROUNS CR. RD.
BURNSVRLE. N. C. 287M
WOODS
14
f-0
23'
13
12
?' l l
lain
CALVIN BOONE I I
08.10 PC4228 l l
296 UPPER BROMS CRX. R0. WOODS
BURNSv4lE, N.C. 28714 l l
\9•cR4' 8 ? l
0
8 u
lT
WOODS
1o
I/
r?
SHEET I
2zs• TOBY & OORTHY LLOYD
T DM 7 PG.655
x l l % TOBY n. LLOYD COAST. CO.
4360 127th TRAP. N.
is WEST PALL! BEECH FL.334u
e- ±$i
23'
WOODS
l g I C40
X
I ( zl Q
l
0- 10' GR. DR.
s
® 9 8
l
l
I 1
l v
11 CALVIN BOON£
l l 08.13 PG.228
I 296 UPPER BROWNS CRK. R0.
BURNSVILLE. MC. 28714
EXISTING
30'-48' CMP
WOODS
20
ROY & DEE ERICKSON
DB.184 PG.749
IM FAULK DRIVE
TALLAHASSEE.FL.32303
R
WOODS

i9
i
TURNOUT I
I
I
TURNOU
9
I
I
I
17
FALLOW
1 .1
JOHN M.& ANNE STIERBERGER
DB.329 PG.697
310 UPPER BROWNS M RD.
BURNSVILLE, N. C. 28714
25'-18' CLAP
AREA
15
9
111
rr
r SHEET 2
IV) RICHARD L. & LMDRED CAUPBELL
OB.22S PG.2%
u I DB.274 PG.662
330 UPPER BROWNS CR. RD.
I BURNSVILLE, N. C. 28714
LAWN
JACK & ANDREA MOORE
Q DBJ92 PG.392
I I LAWN 324 UPPER BROWNS CR. RD.
I I BURNSVILLE, N. C. 28714
12' cR DR
V 9n
II
I
IT
I 4
izcR DR
25 SHEET 3
IT !I I
_ I I
12. GR. DR. I
JAMES & DONNA BRADBURY - I I
DBJ85 PG.587

2108 YORK GATE DRIVE
+n I
RALEIGH, N.C. 27612 -91
LAWN
?? FALLOW
T 12

Q 12' GR. DR.
EIP
I X ROBERT L & MARY YOUNG
.
08.176 PG.573
I IOOI N. C!. 52nd TERRACE
GA94SVILLE. FL. 32605
3 ?
I I ?
23 TURNOUT
9 8
TURNOUT
I
I

I

22
?/ 10' GR. DR.
FALLOW 9 /1
l'X .
I ROCK PLANTER
ROY & DEE ERICKSON I I
DBJ84 PG.749

1912 FAULK DRIVE I ? I FALLOW
TALLAHASSEE. FL. 32303
I I ALFRED & BETTY WILLIAMS CO-TRUST
08.256 PG.121
PO BOX 210273
21 WEST PALU BEACH FL.33421.0273
ro n
8's L
?R.
of I
°' I I

15
20 I
SHEET 4

ADAM & TAMMY HENDERSON
08.309 PG.690
9317 UIL GROVE R0.
20AN TRAIL, N.C.28079
/0
12'G
. I
27 v p
I
RAY & OUREE RENEGAR
0BJ96 PG.833 ?
L
815 UPP£R BROWNS CRK. RO. =
I
BURNSVILLE. N.C. 28714 Q
I
V
26
nl
25 ?7
STA. 27+80
END PROD. SR.1154
ro?
9?
?I
N?
to- :ffz
l9'
ROBERT L & MARY YOUNG
OBJ76 PC-573
1001 N. u. 52nd TERRACE
GAINSVILLE. FL. 32605
;R. OR.
EXISTING
20'-18' CUP

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L ) • ' I (fffLP GAP
?\ rec''a ' "[, y«... _ I n NOTE MAP INCLUDES ONLY STATE /AAtMA1PIED ROADS