20041851 Ver 1_Application_20041117

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STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY P. O. Box 2s201, Raleigh, NC 27611-s202
GOVERNOR LYNDO TIPPETT
PHONE: [phone] SECRETARY
November 9, 2004
Mr. John Thomas M
U. S. Army Corps of Engineers PAYMENT 0 ~ ~ ~ ~ "" ~ Q
Raleigh Regulatory Field Office
6508 Falls ofNeuse Road, Suite 120 RECEIVED NUV 1 7 2004
Raleigh, NC 27615
- DENR -WATER QUALITY
Subject: Nationwide Permit # 14 & #33 VMETwrDS ~ STORMWA~R gRgNCH
SR 1603A (Cranberry Creek Road)
Ashe County, North Carolina
Project Number: 110.005071 (DWQ Permit Fee: $475)
Dear Mr. Thomas:
The NC Department of Transportation is scheduled to grade, drain, base and pave SR 1603A in
Ashe County. Total project length is approximately 2 miles. The roadway will be widened from
16 feet to 20 feet and will be paved. Impervious surface area will increase by 0.98 acres. This
project will require the replacement of seven (7) wet pipes and 0.0991 acres of wetland impacts as
shown below:

Station Number Existing
Structure Si Proposed Pipe Riprap Impacts Total Impacts at

26+45 ze
50'x 66" Size
7o,X ~3°•x ss° Wi xw feet

20
this Station ft.
47+7g* ,~
30 x 18
75'x 18"
10 40

48+15
32'x 30"
55'x 36"
10 55
78+27 41'x 36" 60'x 36"
10 33
86+52
25'x 30"
50'x 36"
10 29

88+23
27'x 18"
40'x 24"
10 35
99+33 25'x 18"
40'x 18"
10 23
25
Total Stream Impacts = 240 feet
* Extra pipe length needed to eliminate sharp curve in the roadway.
P. O. Box 250, N. WILKESBORO, NC 28659
PHONE [phone] Fax [phone]

Mr. John Thomas
SR 1603A, Cranberry Creek Road, Ashe
Page 2
November 9, 2004
Wetland Im act Summa Sheet
Station No. Im act Acres
86+00 - 87+00 (Lt.) 0.0081
86+52 - 88+50 (Rt. 0.0281
88+00 - 89+25 (Lt.) 0.0329
93+00 - 94+50 (Rt.) 0.03
TOTAL ~ 0.0991
The replacement of the wet pipe at station 26+45 with the proposed new pipe will require
temporary dewatering. An impervious sandbag dike will be constructed approximately 20 feet
upstream of the existing culvert to create a small pool. Clean water will temporarily be pumped
around the construction area and will be discharged into a buffer area located approximately 110
feet downstream of the sandbag dike. Any dirty water located inside the construction area will be
pumped into a silt bag. The dewatered area will total approximately 330 square feet or 0.008
acres. Once the new structure is in place, the impervious dike will be removed and
preconstruction streambed elevations will be restored.
Construction of this project will require impacts to waters of the United States in the New River
Basin. Each of the above noted wet cross lines carry different unnamed tributaries to Cranberry
Creek (Class: B, Trout +). This project was reviewed for the presence of threatened and
endangered species on August 18, 2004. This project will have no effect on any federally listed
endangered plant or animal species. The State Historic Preservation Office has reviewed this
project and did not request any survey work.
Since this is an existing roadway, the minor modifications proposed in this application should not
remove or degrade existing water quality uses. Any widening of the existing roadway will be
directed away from any adjacent creek whenever possible with minimum fill placed in any buffer
area. Pipe sizes used will be the minimum necessary to create a safe roadway. By utilizing the
erosion control measures outlined in the attachments to this application, downstream water
quality standards will be protected. All appropriate BMPs will be used during construction.
Attached is a Preconstruction Notification Form, plan sheets with proposed erosion control
measures, a marked county map, a marked topography map and photographs.
By copy of this letter, it is requested that Mr. Ron Linville, Mountain Region Coordinator, with
the North Carolina Wildlife Resources Commission comment directly to you concerning the 404
Nationwide Permit application with a copy sent to me. Please note that a trout buffer variance
will be requested for ground disturbance within the 25 foot buffer zone of Cranberry Creek or
UTs from stations 26+50 - 32+50 (Lt.), 55+50 - 60+50 (Rt.) and 78+27 _ 80+50 (Rt.).

Mr. John Thomas
SR 1603A, Cranberry Creek Road, Ashe
Page 3
November 9, 2004
By copy of this letter, I am forwazding seven (7) copies of this application package to John
Hennessy, NCDENR, Division of Water Quality, 401 /Wetlands Unit, for his review. It is
requested that any comments related to the 401 certification be forwarded directly to me with a
copy sent to the US Army Corps of Engineers.
We would like to begin construction as soon as possible. If further information is required, please
let me know. Your early review and consideration will be appreciated.
Sincerely,
~~~~~
Heath Slaughter
Division Environmental Officer
Enclosures
cc: John Thomas, US army Corps of Engineers (1 additional copy)
Ron Linville, Western Piedmont Region Coordinator, NCWRC
John Hennessy, Division of Water Quality (7 copies)
Sue Homewood, Division of Water Quality
Matt Gantt, PE, Land Quality Section
Mike Pettyjohn, PE, Division Engineer
Doug Tetzlaff, District Engineer
Doug Eller, County Maintenance Engineer
Heath Slaughter, Division Environmental Officer
Neil Trivette, Roadside Environmental Field Operations Engineer
Dennis Bennett, Bridge Maintenance Engineer

4
Office Use Only:
USACE Action ID No.
Form Version April 20(11
DWQ o.
If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A" rather than
leaving the space blank.
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: NW #14 & #33
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
Mailing Address:
Telephone Number:_(336) 903-9202
E-mail Address: hslauehter(a~dot state nc us Fax Number._(336) 667-4549
2. Agent Information (A signed and dated co
attached if the Agent has signatory authority for the owner applicant) rization letter must be
Name: Heath Slau hter Division Environmental Officer
Company Affiliation: North Carolina De artment of Trans nation
Mailing Address: P. O. Bnx ~Sn u~~.~ w:n___L_ ~,~ __ __
Telephone Number: [phone]
E-mail Address: hslauvhrPr~l.i„* ~.,,~,. __ __
Fax Number:_~336) 667-4549
Page 3 of 12

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 1603A Cranberry Creek Road
2. T.I.P. Project Number (NCDOT Only): 110.005071
3. Property Identification Number (Tax PIN): N/A
4. Location
County: Ashe Nearest Town: Glendale Springs
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers, landmarks, etc.): See attached SR man
5. Site coordinates, if available (UTM or Lat/Long):
26+45 DD: 36.4405 °N 81.2989 ° W, 78+27 nn
(Note - If project is lineaz, 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:
ResidentiaUFarm
7. Property size (acres): A roximatel 11.5 acres.
8. Nearest body of water (stream/river/sound/ocean/lake): UTs to Cranberry Creek (Class• B
Trout +).
9. River Basin: New
~~ ,~~~ - «,~~ iiius~ oe one of North Carolina's seventeen designated major river basins. The
River Basin map is available at httn://h2o enr state nc us/admin/mane/.)
Page 4 of 12

10. Describe the purpose of the proposed work:_ Grade drain, base and nave SR 1603A
11. List the type of equipment to be used to construct the project: Trackhoe/backhoe motor
rader and dum trucks.
12. Describe the land use in the vicinity of this project: ResidentiaUFarm
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:_N/A
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 ro
mitigation, list and describe the impact in Section VIII below.t If additional spaceaisn eeded fm
listing or description, please attach a separate sheet. or
Page 5 of 12

1. Wetland Impacts
Wetland Impact Area of Located within
Site Number Type of lmpact* Impact 100-year Floodplain** NeDarest Stream ***
indicate on ma acres Type of Wetland
86+50 (Lt.) Cut (es/no (linear feet)
0.0081 NO 0
87+00 (Rt.) Fill ephemeral
0.0281 NO 0
88+75 (Lt.) Cut ephemeral
0.0329 NO 0
94+00 (Rt.) Fill ephemeral
0.03 NO 400
* List each impact separately and identi tem ephemeral
** P g, grading, fill,
excavation, flooding, ditching/drainage, etc. Po dams, separately I st mpacts due to both mu~ure.and flooding cleann
100-Year flood lams are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local Ooodplain maps. Maps are available through the FEMA Map Service Center at I -800-358-9616, or
online at htto:!/~t~tlv.fema sov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwaterlsaltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.)
List the total acreage (estimated) of existing wetlands on the property: > 1 Acre
Total area of wetland impact proposed: 0.0991 Acres
2. Stream Impacts, including all intermittent and perennial streams
Stream Impact Length of Average
Site Number Type of lmpact* [mpact Stream Name** Width of
(indicate on map) (linear feet) Stream Before
Station No. 26+45 Pipe replacement
Station No. 47+7g pipe replacement
Station No. 48+15 pipe replacement
Station No. 78+27 pipe replacement
Station No. 86+52 Pipe replacement
Station No. 88+23
Station No. 99+33
All of the above
20 feet ~ UT #1 to Cranberry
Creek
45 feet UT #2 to Cranberry
Creek
23 feet UT #3 to Cranberry
Creek
19 feet UT #4 to Cranberry
Creek
25 feet UT #5 to Cranberry
Creek
13 feet UT #6 to Cranberry
Creek
15 feet UT #7 to Cranberry
Creek
80 feet UTs to Cranberry Creek
3 feet
1 foot
1 foot
1 foot
1 foot
I foot
I foot
1-3 feet

Pipe replacement
Pipe replacement
Miscellaneous
rip-rap
placement for
stabilization
Perennial or
Intermittent?
(please specify)
Perennial
Intermittent
Perennial
Perennial
Perennial
Perennial (wetland)
Perennial
Perennial/
Intermittent
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 topogaphic maps. -f a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it Vows. USGS maps are available through the USGS at 1-800-358-9616, or online at
w~~u~.usas eov. Several Internet sites also allow direct download and printing of USGS ma s e. ~.
"ww manrnres-t com, etc.). P ( g•, ~;~~~i topozone com,
*~
Page 6 of 12

Cumulative impacts (linear distance in feet) to all streams on site: 240 ln. ft. of new permanent impacts
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 V
(if appl
26+45 Temporary Dewatering 0.008 UT #I to Crai

* , ,.~.
Vaterbody TYPe of Waterbody
icable) (lake, pond, estuary, sound,
ba ,ocean, etc.
7berry Creek Stream
~~~~ ~a~~~ uuNaci ~cpara[eiy antl itlentity 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
Describe the method of construction e. dam/embankment, excavatio installation dof
draw-down valve or spillway, etc.): N/A g ~ n'
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local ston7rtwater requirement, etc.):
Size of watershed draining to pond: Ex ected
p 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.
streams in the area will be minimized. Since this is an existinvlroadwa lithe stream and wetland
im acts cannot be avoided. However the re lacement i e len hs will be the minimum needed
to safel construct the aved roadwa . All a ro riate BMPs will be used durin construction.
Page 7 of 12

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 Mazch 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
htta://h2o.enr state nc us/ncwetlands/strm~ide html.
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/lineaz 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.
Page 8 of 12

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 eazly 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://1~2o.cnr state nc us/„rp/index htm. If
use of the NCWRP is proposed, please check the appropriate box on page three and provide
the following information:
IX.
X.
Amount of stream mitigation requested (linear feet): N/A
Amount of buffer mitigation requested (square feet): N/A
Amount of Ripazian wetland mitigation requested (acres): N/A
Amount ofNon-riparian wetland mitigation requested (acres): N/A
Amount of Coastal wetland mitigation requested (acres): N/A
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 whether a NEPA/SEPA document is requu•ed, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ^ No
If yes, has the document review been finalized by the State Cleazinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ^ No ^
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), I SA NCAC 2B .0259 (Tar-Pamlico), I SA NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify
Yes ^ No ® If you answered "yes", provide the following information:
Page 9 of 12

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.
Zon e* Impact
Multiplier Required
. s uare feet MitiQatior
2
3
I.5
Total
* Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additiona120 feet from the edge of Zone I.
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 I SA NCAC 2B .0242 or .0260.
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?
Yes ^ No
Is this an after-the-fact permit application?
Yes ^ No
Page 10 of 12

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).
Applicant/Agent's Si
(Agent's signature is
~/~
only if an authorization letter from the applicant D provided.)
US Army Corps Of Engineers Field Offices and County Coverage
Asheville Regulatory Field Office
US Army Corps of Engineers
151 Patton Avenue
Room 208
Asheville, NC 28801-5006
Telephone: [phone]
Fax: [phone]
Raleigh Regulatory Field Office
US Army Corps Of Engineers
6508 Falls of the Neuse Road
Suite 120
Raleigh, NC 27615
Telephone: [phone]
Fax: [phone]
Alexander
Avery
Buncombe
Burke
Cabarrus
Caldwell
Catawba
Cherokee
Clay
Cleveland
Gaston
Graham
Haywood
Henderson
Iredell
Jackson
Lincoln
Macon
Madison
McDowell
Alamance
Alleghany
Ashe
Caswell
Chatham
Davidson
Davie
Durham
Edgecom be
Franklin
Forsyth
Granville
Guilford
Halifax
Mecklenburg
Johnston
Lee
Nash
Northampton
Orange
Person
Randolph
Washington Regulatory Field Office Beaufort Currit
k

US Army Corps Of Engineers uc Jones

Post Office Box 1000 Bertie
Daze
Lenoir
Washington, NC 27889-1000 Camden Gates Maztin
Telephone: [phone] *
Carteret Green Pamlico
Fax: [phone] Chowan Hertford Pasquotank
Craven Hyde Perquimans
Wilmington Regulatory Field Office
US Army Corps Of Engineers
Post Office Box 1890
Wilmington, NC 28402-]890
Telephone: [phone]
Fax: [phone]
Anson Duplin Onslow
Bladen Harnett Pender
Brunswick Hoke Richmond
Carteret Montgomery Robeson
Columbus Moore Sampson
Cumberland New Hanover Scotland
Mitchell
Polk
Rowan
Rutherford
Stanley
Swain
Transylvania
Rockingham
Stokes
Surry
Vance
Wake
Warren
Wilkes
Pitt
Tyrrell
Washington
W ayn e
Union
Watauga
Yancey
Wilson
Yadkin
*Croatan National Forest Only
Page 1 I of 12

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GRADED AND DRAINED ROAD
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"-" ~ 4 LANE UNDIVID'cD NIGHWgY
DIVIDED HIGHWAY
HIGHWAY WITH FRONTAGE ROADS
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NS NON.SYSTEM ROAD
- ~ _ PROJECTED LOCATION
INTERSECTION DISTANCE
'~ TRAFFIC CIRCLE
V ~.
.~ .~ HIGHWAY INTERCHANGE
DETAILED HIGHWAY INTERCHANGE
~. ROAD THROUGH MOUNTAIN Pq$g
~- HIGHWAY BRIDGE
UNDERPASS
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HIGHWAY TUNNEL
~T'~ FORD
INTERSTATE HIGHWAY
7p U. S. NUMBERED HIGHWAY
~~7i K. C. NUMBEREp HIG4Wgy
U. S. NUMBERED BICYCLE ROUTE
N. C. NUMBERED BICYCLE ROUTc
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a.. INTRSTATE INTERCHANGE NUMBER

7~.a icl~.7 SECONDARY ROAD NUMBER
CABLE
--~--~ RAILROAD, ANY NUMB-cR OF TRACKS
USE'J 9Y S!NCLE OPcRAT1NG COMPgep
RAILROAp,ANY NUMBER OF 7RACK5
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RATIOt`
COMPANY ON SAME OR ADJACENT
RIGHTS-0F-WAY
RAILROAD STATION
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UNDERPASS
~I,`- OVERPASS
- -~ RAILROAD TUNNEL
INSET ARcA
_ uEe_ URBAN EXTENSION
BOUNDARY LINE
RESERVATION OR
PARK BOUNDARY
- - _ _ CITY LIMIT
NATIONAL FOREST BOUNDARY
STAT=_FOREST BOUNDARY
FEDERAL GAMELAND BOUNDARY
STATE GAMELgND BOUNDARY
MILITARY RESERVATION BOUNDARY
- -- COUNTY LINE
- ' -
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Il A
Name: LAUREL SPRINGS Location: 036.4492967° N 081.3036791° W
Date: 11/9/2004
Scale: 1 inch equals 1333 feet
1998,

~ ~ ~
"1'op: Outlet of wet pipe at station 26+45 on SR 1603A, Ashe.
Bottom: Wetland near station 92+00.

EROSION CONTROL SCHEDULE
(1) All adequate temporary erosion control measures will be installed before
clearing and grubbing operations begin.
(2) As construction progresses, temporary and permanent erosion control
devices shall be installed in a timely matter, according to any special permit
requirements and or requirements set out in G. S. '1'!3A-S7.
MANDATORY STANDARDS FOR LAN0.DISTURBING ACTIVITY
Pursuarrtto G.S.'t'13A-b7 (3) provisions fora ground cover.
suff~cientto restrain erosion must be accomplished within 7~
•working days flr 30 calendar days following completion of
construction nr developmerrt, whichever period is shorter, except
as provided in 1 SA NCAC 4B .0024 (e).
DESIGN STANDARDS TN SENSiTIVEwATERSHEDS
z -- Pursuantto ~. S.'IZ3A-h7-.(3) provisions for a ground cover
r,' _ - -
r ~ sufficientto restrain erosion must be ~rovided~r.any por#ion ~ofa
- - _- - -- - - land-disturbing activity m a NQW zone yvrthin a h working ~3ays or 30 ~ -
calendarnays following completion vf.construc~on or -
~ievelopmerrt, whichever period cs shorter_
(3) Allsiltation and erasion contra! devices shall be properly maintained unfit no
:longer needed.
(4) On protects performed by D.O.T_ Maintenance Forces; request will prompfiy
be made to the Division Roadside Environmental l3nitfor stage and
permanent seeding.
(S) Any removal of siltation devices wlt be hosed on the condition of established
ground cover ofitf~at area the device is serving.

CONSTRUCTION S=QUENCE r=OR IhSTAWNG ROADWAY CULVERTS
1 -Clear only enough area and install the downstream measures such as sift check dams,
sift screens, and hzsins as noted on plans_
2 - Excavate fhe 2' base tail ditch.
3 -Excavate and install the roadway culvert
~- insf'al! sediment control measures atinlet 2s noted on plans.
S- Jnstall additional {pipe outletproteciion and inlet protecEion as noted,

~EC'1'~n±~; ~0~2
lQ-_'`?-1 PI.~~IN III' I~.~I'.
Slone ?Dr }))ain rite rav sl]all co115isi Di llo)CI sion~ Dr I'DL~~ un}]`,;; ;~ gl3arr`,
SDI]?. ~ jl? Sit?I1° S)1~?)) J~ SULnt), ~Dllt-Il, C~DP.S~. C ' ,, -
I" SISL~?;]i D L)1c. ~C1]Dn Uf 2lr
and 1vaL~r, end suitalile in a)1 fllh~r I-~s~)~cis ?or ih~ u»I-uos~ jni~ndad_
~~')]pI-~ liro~~n t~ollcrti~ from tiemo)jshed si1-llciul"~s or 7)av~mnn~ is avail-
a~)', ~~-~~~y li° used in ulac~ Dl sion~ pi-ovidp;~ fl~~~ t such v;~ m~~is ~viiil fh~
- a~t)rovLl DI• il~~ ~n~in~t?I-_:I3v~~T~v~I-, ih~ Use of 1)?-o1~~I1 concl"~~.~ ~vllich
~Dniains 1 ~in~orc.ing si~e1 ~;~ill not li~ v~rmiifi ~d_
~I]v JLD31? DI' I~I't7~i~I1 CDi7Ci °~° 5ha11 J° ~I'2d°~ LO ::]~~~ i~1n Tp~] -
~ Cf~llII'2T'1211~5: _ - '"'" D v/1?l~
- 1: For~la..ss 1 ~ii~) ~a~~_:~fon~~hail vary in ~vei~~ L iroln ~~0 2OD X01131 -
--_- ~ _ ~1L 1~~~ ~D. T~~~;cD a ~ a- _ ds_
s ~31i off' ih~: ioia~ ~v,.Ig11t DZ` .i.~1~ 3-iu raD s11a11 1~~ in
:_ _ _ i31di1~Idu~1 v1t~ces ~.;~~i~llinga ~ni31i3n1in1 D~ f~~ Hounds ~~~h_ 3~To% rno.~~.
~.~12I1 1'0 I)°I'[:LI1~. D~1~17~ iDii~11~T~i~31i DI ih~ 3'i~ 3-a1~ 3~1a T a 3 „
_ 3 1_i~in 3n~3ivid~ua]
. _. I~1?L'?S i;'DI~11131~ IDSS 1)lan ? ~ Z)oLnds ~ac31_
~- ~ ter ~~~~~ ) ~i73 ~2??_ ~iDI] ~ Si`1a11 vLr3~ in ~v~j ~, ~ - .
' _lIi ~i'Diil ~~ %0 ~0~
DDLnd~. ~ ? ]`?5~, ~jQ U~I'C?n~. oI ii1~ i.0i~1 w ~? C"I7L ~ ''`
-- ~ _ ~ os ~n ~ r» rah shall be in
711C~1V1d1121 ~)I~CaS ~v~7~11I11~ a iT11I11rRllin oL l ~~ ~DLI)d~ -~C11_ ~D~' ~
i.11L?1 ~ i)LI'Z'~Ili 02 i11e ~.U~.:?'1 ~v~1~h~ Oi ih~ 3'li) 3'2iD s17I'V J~ II1 ]I1t~lVldll'?1
D7 ~CaJ .vt~J c"I1171 ~` ~ ~;j iha11 ~~ ~OLil QS ~~Ci'?_
~ _ -
~~1

HIGH QU 4LITY ~'~'ATERS
1. Uncovered areas are limited at any riven time to a ma};imum total area of
0 acres.
2. Erosion and sedimentation control measures shall be designed to provide
protection n-om the ~'~-~-ear storm.
3. Large Type-A basins shall be designed and constructed with a settling
• efficiency of at least 70% for the 40 micron soil particle size transported
by runoff from the 2 year storm.
4. Newly constructed channels shall be constructed with side slopes no
steeper than 2:1, unless slopes are to be stabilized by methods other than
vegetation
~. Around cover sufficient to restrain erosion must be provided for any
disturbed area.

i
EROSION CONTROL DETAILS AND
SPECIFICATIONS
ST.,41`'DARD DESCRIPTION SI'NIBOL
462.0] .~SeGtion).....Rip Rap Fill Slope Protevtion ..................
......
876.04 ...................1tip Rap Lined Ditch..............................._..~~' ~7
] 060.08:~Se~t~q~),,,~~g For Erosion Control ...............
......---•• W~/v
] 605.01 ..................Temporary Silt Fence
1606.01 ............... ...S
pedal Sediment Control fence......
..... ~
1622.01 .:............. ...T
emporarySlopeDram ...........
~
..... ................
1630.02 ...................Silt Basin Type B.........
.............. ...
1630.03 ................ T
... emporary Sih Ditch
.................................. TS D-
163 0.04 ........... . :... .. . SttlIin
g Basin ............................
...........
1630.05......:.::_
.....
..Temporary Diversion
-
...... .......... ... ... ~
D.~,
1632.01.....: .......:.. ...Rock Inlet Sediment Tra T
P ype-A ... ~ ... - .
.
. ..............
,Iw : DR ~
- 0.
1632.02 ...................Rock Inlet Sediment Tra
pType-B . ... •
1
.. . .......... ; ®: o~
.._..
' s
1632.03 ..........:........Rock Inlet Sediment Tra T
P ype-C .... J
-'-
............
is
'1
: ~Q
c
..:
- -
1633.01.................
..Temporary Rock Sift Check Typ~A 'J
.. ..,_„,,,,... 1~
1633.02 ...................Tempo.~ry Rock Silt Check Type-B...............
] 634.01 ...................Temporary Rock Sediment Dam Typ~A.,-,..,,,, l~
1634.03 ....................Temporary Rock Seaiment Dam 3' ~
ype-B......... ~
1635.01 ....................RockPlpe Inlet Sedunent Tra T P_ '~ \'
P }'p_ A............ Ad l;
. ~-/'
1635.02 ...................Rock Pipe Inlet Sediment Trap TyperB............ ~ _( 1
1636.01 .................... •• ~'..'
Rock Sih Screen .......................................
Small Stream or Branch ........................... -.
Pipe Outlet Ener~• Dissipater,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,„_,,,,.__.
!•
................ t ! ~
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DITCHLINER REQUIREMENTS
ASHE COUNTY 1/14/04
S R 1603
STATION TO STATION LT/RT
TYPE
2+30 20+00 LT
26+45 32+40
RT RIP RAP
32+80
36+80
LT RIP RAP

36+75
37+25
RT RIP RAP
37+25 39+35
RT RIP RAP
39+35
40+30
RT ROVING

39+25
50+00
LT RIP RAP
55+36 70+50
LT RIP RAP
65+50
65+70
RT RIP RAP

72+00
78+20
RT RIP RAP
78+29 79+90
LT ROVING
79+90
86+50
LT RIP RAP

86+50
90+00
LT ROVING
90+00 102+00
LT RIP RAP
102+00
106+50
LT ROVING
RIP RAP

:(

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sue f Iai1~+ SlI e~-~-
DATA PO R3(
ROUTING HBTLA27D DBT$RHZNATIOK
(1987 COB Wetlands Delineation )Ianual)
Project/Site: 5~, r~D3, C.dG~~il„ G~eGk. ',.~ Date: 8~/~~d
Applicant/Owner: Nr_ DnT County:
Investigator: Ne~.~}1n S Gi(,i4h,~4Cr- State• /(~G
v
Do Normal Circumstances exist on the site? e® No Community ID:
Is the site significantly disturbed (Atypical Situation)? Yes ~ Transect ID:
Is the area a potential Problem Area? Yea Plot ID:
(If needed, explain on reverse.)
'EGETATION
Dcminant Plent Species Stratt~ Indlcatoc
~ . ~1 u~ Goro~- ~.~ ~ a, free,
3 . Ac,e~ ruti <<..w. c ee~ F1~1G
4 . ~ftr R~.~.S SL' ~o-~ i v-~ '~ree, ~'fAG UI
s . Ds~~ A~c~_sp P • herb
6. _pn~Q~ovt~.w- S ~,~+5~~-t/-~ lClb ti1~1-
8 . Sr'~ I ~~ ( u'Tt~U~CI ~ ~011~-- U 1~`C.. FfgC.
Dominant Plant Species Stratus Indicator
9. ~~~dg,<a SD o• herb
10. As~c~ ~~~. rib
11. E"u oa~o~, ads I,~~ us ~:st,s loses 6..6 Fi~~
12. Uernoy-i~- r-,r,~e; ru~ensa herb F~1G1'
13.
14.
15.
16.
Precent of Dominant Species that are 03L, FACW or FAC (excluding FAC -) ~ ~ ~jl
Remarks:
iYDROLOGY
_ Recorded Data (Describe in Remarks):
Stream, Lake, or Tide Gauge
Aerial Photographs
Other
~No Recorded Data Available
Field Observations:
Depth of Surface Waters: ~ (in.)
Depth to Free Water in Pit: ~ (in.)
Depth to Saturated Soil: D (in.)
Wetland Hydrology Indicators:
Primary Indicators:
Inundated ~ iln pl4[es)
,~ Saturated in Upper 12 inches
_ Water marks
Drift lines
ediment Deposit
~rainage Patterns in Wetlandss
Secondary Indicators (2 or more required):
/Oxidized Root Channels in
Upper 12 inches
Water-Stained Leaves
cal Soil Survey Data
~C-Neutral Test
Other (Explain in Remarks)
Remarks:

SOILS
Map Unit Name
(Series and Phalle) : ~(.(.~SCj (~ ~~~Q, I ~liV1~ Drainage Class• (~),~
Field Observations
Taxonomy (Subgroup):_MQ,~,~L, UVhbf;c~ Duc-~fofhre~ Confirm Mapped Type? Yes
Profile Description:
Depth Matrix Color Mottle Colors Texture, Concretions
(inches) Horizon {Munsell Moistl Abundance/Contrast Structure, etc.
~"~ Z n I c y r2 3~ 1 /7 en.e ~aG~,.,
:.•dric Soil Indicators:
____ Histosol _ Concretions
_ Histic Epipedon _ High Organic Content in Surface Layer in Sandy Soils
Sulfidic Odor _ Organic Streaking in Sandy Soils
Aquia Hoisture Regime _ Lisped on Local Hydric Soils List
- Reducing Conditions _ Listed on National Hydric Soils List
- Other (Explain in Remarks)
riemarks:
:TLAND DETERNZNATZON
:sdrophytic Vegetation Present? es
Wetland Hydrology Present? e
ydric Soils Present? es
No (Circle) I Is this Sampling Point (Circle)
No Within a Wetland?
No
Ye tIo
Zemarks:

Uplu~ld s1~-~-
DATA FORK
ROUTZNB HBTI.AND DBTSRNI?IATION
(1987 COB Hetlanda Delineation Kanual)
Project/site: S•fZ- ~lpD3 H .G~uhbrriti G<<°G'IL l~. Date: BII~'b~
Applicant/Owner: 1VG ~ oT County: AS)..~. _
Investigator: Hfa~l1 S~kl~c(1~~ State: NG _
Do Normal Circumstances exist on the site? Ye No Community ID: _
Is the site significantly disturbed (Atypical Situation)? Yes ~ Tranaect ID: _
Is the area a potential Problem Area? Yes Plot ID: _
(If needed, explain on reverse.)
/EGETATION
Dominant Plant S~xciea Sit"caua Indlcatoc
1. ,~e57FGcC~. SDo . _ I u-tb
2 . ~i•n t,~S .S~iv~ccS ~ ree IgGL1
3 . ~ ~i' ~Ct rip ,SD.~ • lit
4.
5.
Dominent Plant SQecle~
9.
10.
11.
12.
13.
14.
15.
16.
Stra[ua lndicntor
6.
7.
8.
Present of Dominant Species that are OBL, FACW or FAC (excludi
Remarks:
HYDROLOGY
FAC -
_ Recorded Data (Describe in Remarks):
Stream, Lake, or-Tide Gauge
Aerial Photographs
Other
~t1o Recorded Data Available Wetland Hydrology Indicators:
Primary Indicators:
_ Inundated
_ Saturated in Upper 12 inches
_ Water marks
_ Drift lines
_ Sediment Deposit
Field Observations: _ Drainage Patterns in Wetlands
Secondary Indicators (2 or more required):
Depth of Surface Waters: ~ (in.) _ Oxidized Root Channels in
Upper 12 inches
Depth to Free Water in Pit: '~~Z (in.) _ Water-Stained Leaves
Local Soil Survey Data
Depth to Saturated Soil: ~ ~Z (in.) _
_ FAC-Neutral Teat
_ Other (Explain in Remarks)
Remarks:

ILS
iap Unit Name
;Series and Phase): ~ ~p V~ Drainage Class: (.JU4~
Field Observations
Confirm Mapped Type? e No
taxonomy (Subgroup) :__ YV~~,S,~ uV/-~p(IC. ~T~{-roLh~G '~S _
'rofile Description:
epth Matrix Color Hottle Colors Texture, Concretions
'inches) Horizon {Munaell Moistl Abundance/Contrast Structure, etc.
-1z ~ ~.s ~~ yl~ n~~
~d R N'l
:dric Soil Indicators:
_ Hiatosol _ Concretions
_ Histic Epipedon _ High Organic Content in Surface Layer in Sandy Soils
Sulfidic Odor _ Organic Streaking in Sandy Soils
_ Aquia Moisture Regime _ Listed on Local Hydric Soils List
_ Reducing Conditions _ Listed on National Hydric Soils List
_ Other (Explain in Remarks)
'marks
:TLAND DETER.HZNATION
:Idrophytic Vegetation Present?
;etland Hydrology Present?
3ydric Soils Present?
Remarks:
Yea ® (Circle) Ia this Sampling Point (Circle)
Yes ~ Within a Wetland?
Yes
Yes

Project Name ~ ~ I ~'D•3 ~~ ~ ~• rcar~b~~, lZ, ~ rye K ~ • Nearest Road ~ !~ /b E'.3
County /~5t~_ Wetland Area > ~ t~, ~~- acres Wetland Width > -~ on feet
Name of evaluator -f~l~'~•~~ Sl~u,~cL • •~ Date ? `~~
Wetland Location
on pond or lake
on perennial stream
_ on intermittent stream
_ within interstream divide
other
Soil series T~iSG ~t~ +~ e- ~ vctav~
predominantly organic -humus, muck,
or peat
predominantly mineral -non-sandy
predominantly sandy
Hydraulic factors
steep topography
ditched or channelized
~/ total wetland width z 100 feet
Adjacent land use
(within 1/2 mile upstream, upslope, or radius)
.~ forested/natural vegetation ~y
agriculture, urban/suburban Z`!
~ impervious surface _L
Dominant vegetation
(2) 1~5~r ~r,~=

Flooding and wetness
~semipermanently to permane tly
' flooded or inundated (p~~ 4S
- seasonally flooded or inundated
intermittanly flooded or temporary
surface water
_ no evidence of flooding or surface water
Wetland type (select one)*
Bottomland hardwood forest -Pine savanna
Headwater forest _ Freshwater marsh
Swamp forest Bog/fen
Wet flat Ephemeral wetland
Pocosin _ Carolina Bay
Bog forest _ Other
_-_ *the rating system cannot be applied to_salt or brackish marshes or stream channels
_

R

Water storage
1..~ weight
Wetland
x 4.00 = Rating
f~ Bank/Shoreline stabilization ~ x 4.00 =
T Pollutant removal ~ * x 5.00 =
I Wildlife habitat -j x 2.00 =
11j Aquatic life value ~ x 4.00 = ~~
G Recreation/Education ~ x 1.00 =
*Add 1 point if in sensitive watershed and >10% nonpoint disturbance within 1/2 mile upstream,
______ u~slo~e, or radius_________________ - ----
-------------------------------------------------------------------- -

®IN U ~ ~~~® L~~ U ~l~
WET LAND DEL I NEAT ION
TOTAL OF IMPACTS PER PAGE - 0.0691 ACRES
AREA I
WETLAND IMPACTS
A • 35~.T2 SOFT
= 0.0081 ACRES
GREGORY 6 CARLA FILIPPELLI ~~
PROPERTY

m m 4
it
o m lEE 6 KATHIE BECKWORTH
~ m ~ PROPERTY
~ m m 171
00
~_- ~ tm +
~ ~ 0D
~- TO SR 1 609
~ i

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m
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~
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* ~ \ m
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~ ~ `~ ~
i * t ~ \~
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~

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~
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, ~
~
AREA 3 ~ ~
WETLAND IMPACTS ~
A 1225.36 SOFT ~~ ~
A = 0.0281ACRE5
~
~ ~
GREGORY 8 CARLA FILIPPELLI .
'~ ~
PROPERTY
AREA 2 '
EILAND IMPACTS
A 1436.9150FT
^ 0.0329 ACRE;
H
~~
2
m
.D
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C ~
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...1AshelCranberry Cklwetlands.dgn 11/01/04 06:14:05 PM
't

M

U ~l ®U~ LI ll lJ ~G~ J~®~ ~ ~G~
®~~~~~UVl1~l1~~ ®~ ~U~Yr~U ~~~®Ll~~lr`~~~~~~
WET LAND DEL I NEAT ION
a~ TOTAL OF IMPACTS PER PAGE - 0.0300 ACRES
0
2 LEE d KATHIE BECKWORTH
PROPERTY
.D
m
~ + ~
a~ m
~ Z~~ m ~ .O
r m N
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f11
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,ref ~ * \ \ ,, m A .D
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GREGORY d CARLA FILIPPELLI
PROPERTY
AREA 4 `
WETLAND IMPACT;
A = 1307.82 SOf T
^ 0.0300 ACRE!
...1AshelCranberrv CklwPtla~ric ~h., ~ ~ m~ inn na•, ~•, n one
~+.i TO SR 160A -~

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STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
TYPE OF MORK~ GRADE. BASE. DRAM, BASE. AND PAYE
NOTES TInS CROSS-SECTION IS TYPICAL OF ALL AREAS NEEDING TROUT BUFFER VARIANCE.
NOTEI PROPOSED CENTERLINE HILL SHIFT II' TO THE LEFT OF THE EXISTING CENTERLNIE.
NOTES TEMPORARY SILT FENCE b EARTH BERM HILL BE INSTALLED 6
NAWTAMED THROUGHOUT THE LIFE OF THE PROJECT.
NOTEt EXISTING ROADWAY LIES NITMgi THE 25' BUFFER 20NE.
R/W
25.00
1
TROUT f25~0r`aR ZONE
I \
I
STATIONS THAI ENCROACH N'ITHM THE TROUT BUFFER ZONE
26+50 TO 31+50 (LEFT SIDEI ~ ""
55~~ TO 60+50 tRICHT SIDEI ,}-
78+T0'~ $p~y0 CRT. StDF~ .i77~1~/
stream X-section.dgn 08/04/04 06:40:13 PM
LOCATIONt SR Ili0JtA1
COUNT YI ASHE
STATX)NI 58+50 ~ ~
SIDE OF CROSS-SECTgNI RIGHT