20010191 Ver 1_Complete File_20010208

OF WATF
?O? RQG Michael F. Easley
Governor
r William G. Ross, Jr., Secretary
> Department of Environment and Natural Resources
Kerr T. Stevens
Division of Water Quality
April 11, 2001
Ashe County
DWQ Project No. 010191
SR 1603B (Cranberry Creek Road)
APPROVAL of 401 Water Quality Certification with Additional Conditions
Mr. Heath Slaughter, Division Environmental Officer
NCDOT Division 11
P.O. Box 250
North Wilkesboro, NC 28659
Dear Mr. Slaughter:
You have our approval, in accordance with the attached conditions and those listed below, to impact 95
linear feet of unnamed tributaries to Cranberry Creek in order improve SR 1603B (Cranberry Creek
Road) in Ashe County. The project should be constructed in accordance with your application dated 26
January 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.
1. 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.
2. -Storm water should be directed to buffer areas or retention basins and should not be routed directly
into streams.
3. 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.
4. 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.
5. 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/ncwetiands/
Page 2 of 2
6. 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.
7. 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.
8. Mowing of existing vegetated buffers is strongly discouraged, so that they may be utilized for storm
water sheet flow.
9. 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.
10. 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 John Dorney at 919.733.1786.
Sincerely,
Attachment
Stevens
cc: Wilmington District Corps of Engineers
Corps of Engineers Raleigh Field Office
NCDWQ Winston-Salem Regional Office
Central Files

STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY P. O. Box 25201, Raleigh, NC 276 1 1-5202 LYNDO TIPPETT
GOVERNOR PHONE: [phone] SECRETARY
March 29, 2001
(:Cynthia V an D e n
ivision of Water Quality
1650 Mail Service Center VV
Raleigh, NC 27699-1650
Subject: Response to additional information requested for the following projects:
vS?k1603B in Ashe County; DWQ No. 010191
SR 1384 in Watauga County; DWQ No. 010348 4 L lL
Dear Mrs. Van Der Wiele:
The NC Department of Transportation is scheduled to grade, drain, base, and pave primarily
along the existing roadway of SIj, j4M (Cranberry Creek Road) in Ashe County. This project
will require replacing five (5) wet cross lines and the extension of one pipe as shown below:
1) Replace existing 30'x 24" CMP at station 31+08 with a 40'x 24" CMP. . 1 0
2) Replace existing 30'x 24" CMP at station 41+98 with a 40'x 24" CMP. 110
3) Replace existing 30'x 24" CMP at station 53+70 with a 45'x 24" CUT. 15
4) Replace existing 50'x 36" CMP at station 64+38 with a 65'x 36" CMP. 15
5) Replace existing 35'x 48" CMP at station 73+41 with a 55'x 48" CUT. 20
6) Replace existing 25'x 72" CUT (2 lines) at station 85+77 with 25'x 72" CMP (2 lines)
and extend both lines by 25 feet on the inlet end. iw ? L4:J?
All wet crossings are on different unnamed tributaries to Cranberry Creek (B, Trout). New
impacts will not exceed 25 feet on any one tributary. As stated in a previous response to an
additional information request, this information is located on the erosion control plan and/or pipe
cross section sheets. I will include this information in the cover letter from now on.
P. O. Box 250, N. WILKESBORO, NC 28659
PHONE [phone] FAX [phone]
Cynthia Van Der Wiele
SR 1603B & SR 1384
Page 2
March 29, 2001
Regarding SR 1384 (Proffitt Road) Watauga County, I'm not sure what additional information
you need. The pipe dimension changes were noted in the cover letter and in the erosion control
plan. I have been unable to reach you by phone so please call me at [phone] so that we
may discuss this further. I hope to hear from you soon.
Sincerely,
Heath Slaughter
Division Environmental Officer
Enclosures
State of North Carolina
Department of Environment
and Natural Resources T•
Division of Water Quality AM ,IV
Michael F. Easley, Governor NCDENR
William G. Ross, Jr., Secretary Kerr T. Stevens, Director
March 16, 2001
Mr. Heath Slaughter, NCDOT
Division Environmental Officer
P.O. Box 250
North Wilksboro, North Carolina, 27659
Re: Permit Application for SR 1384
DWQ No. 010348
Dear Mr. Slaughter:
The Division of Water Quality has reviewed your submittal for a 401 Water Quality Certification for the
aforementioned project. Review of your application revealed it lacking necessary information required for
making an informed permit decision. The permit application was deficient in the following area:
The proposed stream impacts should be reported in linear feet (rip-rap to rip-rap) for each pipe.
Therefore, pursuant to 15A NCAC 2h .0507(a)(5), we will have to place the permit application on hold
until we are supplied the necessary information. Furthermore, until the information is received by the NC
Division of Water Quality, we request (by copy of this letter) that the US Army Corps of Engineers place
the permit application on hold.
IIopefully, we can work together to expedite the processing of your permit application. If you have any
questions or require additional information, please contact Cynthia Van der Wiele at 919-733-5715.
Sincerely,
n Z. Dorney
ater Quality Certification rogram
cc: Winston-Salem DWQ Regional Office
Raleigh Field Office, USACE
Central Files
Wetlands/401 Unit 1621 Mail Service Center Raleigh, North Carolina 27699-1621
Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post consumer paper
State of North Carolina
Department of Environment
and Natural Resources Ar*1*1
Division of Water Quality Michael F. Easley, Governor NCDENR
William G. Ross, Jr., Secretary Kerr T. Stevens, Director
March 16, 2001
Mr. Heath Slaughter, NCDOT
Division Environmental Officer
P.O. Box 250
North Wilksboro, North Carolina, 27659
Re: Permit Application for SR 1603B
DWQ No. 0100191
Dear Mr. Slaughter:
The Division of Water Quality has reviewed your submittal for a 401 Water Quality Certification for the
aforementioned project. Review of your application revealed it lacking necessary information required for
making an informed permit decision. The permit application was deficient in the following area:
The proposed stream impacts should be reported in linear feet (rip-rap to rip-rap) for each pipe.
Therefore, pursuant to 15A NCAC 2h .0507(a)(5), we will have to place the permit application on hold
until we are supplied the necessary information. Furthermore, until the information is received by the NC
Division of Water Quality, we request (by copy of this letter) that the US Army Corps of Engineers place
the permit application on hold.
Hopefully, we can work together to expedite the processing of your permit application. If you have any
questions or require additional information, please contact Cynthia Van der Wiele at 919-733-5715.
Sincerely,
o . Dorney
Wa er Quality Certification rogram
cc: Winston-Salem DWQ Regional Office
Raleigh Field Office, USACE
Central Files
Wetlands/401 Unit 1621 Mail Service Center Raleigh, North Carolina 27699-1621
Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post consumer paper
State of North Carolina
Department of Environment
and Natural Resources 0 0
Division of Water Quality'
Michael F. Easley, Governor ?I ?
William G. Ross, Jr., Secretary " Kerr T. Stevens, Director Ift
March 16, 2001
Mr. Heath Slaughter, NCDOT
Division Environmental Officer
P.O. Box 250
North Wilksboro, North Carolina, 27659
Re: Permit Application for SR 1603B
DWQ No. 010191
Dear Mr. Slaughter:
The Division of Water Quality has reviewed your submittal for a 401 Water Quality Certification for the
aforementioned project. Review of your application revealed it lacking necessary information required for
making an informed permit decision. The permit application was deficient in the following area:
The proposed stream impacts should be reported in linear feet (rip-rap to rip-rap) for each pipe.
Therefore, pursuant to 15A NCAC 2h .0507(a)(5), we will have to place the permit application on hold
until we are supplied the necessary information. Furthermore, until the information is received by the NC
Division of Water Quality, we request (by copy of this letter) that the US Army Corps of Engineers place
the permit application on hold.
Hopefully, we can work together to expedite the processing of your permit application. If you have any
questions or require additional information, please contact Cynthia Van der Wiele at 919-733-5715.
R. Dorney
r Quality Certification; rograin
cc: Winston-Salem DWQ Regional Office
Raleigh Field Office, USACE
Central Files
Wetlands/401 Unit 1621 Mail Service Center Ralcigh, North Carolina 27699-1621
Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 509o recycled/10% post consumer paper
State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
Michael F. Easley, Governor
William G. Ross, Jr., Secretary
Kerr T. Stevens, Director
March 16, 2001
Mr. Heath Slaughter, NCDOT
Division Environmental Officer
P.O. Box 250
North Wilksboro, North Carolina, 27659
Re: Permit Application for SR 1603B
DWQ No. 010191
Dear blr. Slaughter:
The Division of Water Quality has reviewed your submittal for a 401 Water Quality Certification for the
aforementioned project. Review of your application revealed it lacking necessary information required for
making an informed permit decision. The permit application was deficient in the following area:
The proposed stream impacts should be reported in linear feet (rip-rap to rip-rap) for each pipe.
Therefore, pursuant to 15A NCAC 2h .0507(a)(5), we will have to place the permit application on hold
until we are supplied the necessary information. Furthermore, until the information is received by the NC
Division of Water Quality, we request (by copy of this letter) that the US Army Corps of Engineers place
the permit application on hold.
Hopefully, we can work together to expedite the processing of your permit application. If you have any
questions or require additional information, please contact Cynthia Van der Wiele at 919-733-5715.
Si
4RJ,oi. Dorney
?Wa?er Quality Certification rogram
cc: Winston-Salem DWQ Regional Office
Raleigh Field Office, USACE
Central Files
Wetlands/401 Unit 1621 Mail Service Center Raleigh, North Carolina 27699-1621
Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 5017o rccycled/l017o post consumer paper
,•J
FEB 8 200
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY P. 0. Box 25201, Raleigh, NC 27611-5202 DAVID McCOY
GOVERNOR PHONE: [phone] SECRETARY
January 26, 2001
Mr. Eric Alsmeyer
U. S. Army Corps of Engineers
Raleigh Regulatory Field Office
6508 Falls ofNeuse Road, Suite 120
Raleigh, NC 27615
Subject: Nationwide Permit #14
SR 1603B (Cranberry Creek Road)
Ashe County, North Carolina PAYMENT
Dear Mr. Alsmever: RECEIVED
The NC Department of Transportation is scheduled to grade, drain, base, and pave primarily
along the existing roadway of SR 1603 B (Cranberry Creek Road) in Ashe County. We are
proposing to replace five (5) existing cross line drainage structures and extend one pipe. All of
the existing pipes carry unnamed tributaries to Cranberry Creek (DEM Class B Trout). Please
note that any widening of the existing roadway will be directed away from Cranberry Creek. Due
to the proposed work, we are requesting a 404 Nationwide Permit #14.
Attached is a plan sheet with proposed erosion control measures, pipe crossing information, a
marked County map and a marked topography map.
By copy of this letter It is requested Mr. Ron Linville, Mountain Region Coordinator, with the
North Carolina Wildlife Resources Commission to comment directly to you concerning the 404
Nationwide Permit request with a copy sent to me.
A request will be made on this project for a temporary encroachment into the trout water buffer
zone of Cranberry Creek (Class B Trout). It is requested Mr. Ron Linville to comment directly to
me concerning the trout water buffer zone encroachment.
By copy of this letter, it is requested that Mr. Neil Trivette, Area Roadside Environmental
Engineer, comment on this project.
P. O. Box 250. N. WILKESBORO. NC 286-
Aq
Mr. Eric Alsmeyer
SR 1603B (Cranberry Creek Raid)
Page 2
January 26, 2001
By copy of this letter, I am forwarding seven (7) copies of this application package to Cynthia
Van Der Wiele, NCDENR, Division of Water Quality, 401/Wetland Unit, for her review. A
$200.00 check is enclosed for the 401 certification processing fee. It is requested that any
comments related to the 401 certification be forwarded directly to the Corps.
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 greatly appreciated.
Sincerely,
; , 7zt -
Heath Slaughter
Division Environmental Officer
Enclosures
cc: Ron Linville, Western Piedmont Region Coordinator, NCWRC
Brian Cole, US Fish and Wildlife Service
Renee Gledhill-Earley, Environmental Review Coordinator, NCDCR
Cynthia Van Der Wiele, Division of Water Quality (7 copies)
R. C. McCann, PE, Division Engineer
Doug Tetzlaff, District Engineer
Heath Slaughter, Division Environmental Officer
Neil Trivette, Area Roadside Environmental Engineer
Doug Eller, County Maintenance Engineer
Vanessa Patrick, PD&EA

DWQ ID: _ CORPS ACTION ID:
NATIONWIDE PERMIT REQUESTED (PROVIDE NATIONWIDE PERMIT #t) 14
PRE-CONSTRUCTION NOTIFICATION APPLICATION
FOR NATIONWIDE PERMITS THAT REQUIRE:
1. NOTIFICATION TO THE CORPS OF ENGINEERS
2. APPLICATION FOR SECTION 401 CERTIFICATION
3. COORDINATION WITH THE NC DIVISION OF COASTAL MANAGEMENT
SEND THE ORIGINAL AND (1) COPY OF THIS COMPLETED FORM TO THE APPROPRIATE FIELD
OFFICE OF THE CORPS OF ENGINEERS (SEE AGENCY ADDRESSES SHEET). SEVEN (7)
COPIES MUST BE SENT TO THE NC DIVISION OF WATER QUALITY,
ATTN: JOHN DORNEY, 4401 REEDY CREEK ROAD, RALEIGH, NC
27607. PLEASE PRINT OR TYPE.
1. OWNER'S NAME: NC DEPARTMENT OF TRANSPROTATION
MAILING ADDRESS: PO BOX 250
SUBDIVISION NAME N/A
CITY: North Wilkesboro STATE: NC ZIP CODE: 28659
PROJECT LOCATION ADDRESS, INCLUDING SUBDIVISION NAME (IF DIFFERENT FROM
MAILING ADDRESS ABOVE):
SR 1603B (Cranberry Creek Rd.), Ashe County
3. TELEPHONE NUMBER (HOME) _ (WORK) [phone]
4. IF APPLICABLE: AGENTS NAME OR RESPONSIBLE CORPORATE OFFICIAL, ADDRESS,
PHONE NUMBER
Heath Slaughter, Division Environmental Officer
PO BOX 250
North Wilkesboro. NC 28659
[phone]
5. LOCATION OF WORK (PROVIDE A MAP, PREFERABLY A COPY OF USGS TOPOGRAPHIC MAP
OR AERIAL PHOTOGRAPHY WITH SCALE):
COUNTY: Ashe - NEAREST TOWN: Jefferson
SPECIFIC LOCATION (INCLUDE ROAD NUMBERS, LANDMARKS, ECT.) From Jefferson, travel
NE on US 221 until You cross the South Fork New River. Cranberry Creek Rd. is located between the
river and the Ashe/AlleQhany County line on the south side of US 221.
6. IMPACTED OR NEAREST STREAM/RIVER: Unnamed Tributaries to Cranberry Creek.
RIVER BASIN: New
7. (a) IS PROJECT LOCATED NEAR WATER CLASSIFIED AS TROUT, TIDAL SALTWATER, (SA),
HIGH QUALITY WATERS (HQW), OUTSTANDING RESOURCE WATERS (ORW), WATER
SUPPLY (WS-I OR WS-II)? YES ® NO 0 IF YES, EXPLAIN: DEM Classification B Trout.
(b) IS THE PROJECT LOCATED WITHIN A NORTH CAROLINA DIVISION OF COASTAL
MANAGEMENT AREA OF ENVIRONMENTAL CONCERN (AEC)? YES 0 NO X
(c) IF THE PROJECT IS LOCATED WITHIN A COASTAL COUNTY (SEE PAGE 7 FOR LIST OF
COASTAL COUNTIES), WHAT 1S THE LAND USE PLAN (LUP) DESIGNATION? N/A
8. (a) HAVE ANY SECTION 404 PERMITS BEEN PREVIOUSLY REQUESTED FOR USE ON THIS
PROJECT? YES ? NO X IF YES, PROVIDE ACTION I.D. NUMBER OF PREVIOUS PERMIT
AND ANY ADDITIONAL INFORMATION (INCLUDE PHOTOCOPY OF 401 CERTIFICATION):
(b) ARE ADDITIONAL PERMIT REQUESTS EXPECTED FOR THIS PROPERTY IN THE FUTURE?
YES ® NO IF YES, DESCRIBE ANTICIPATED WORK: Paving and improvement of SR 1603.
9. (a) ESTIMATED TOTAL NUMBERS OF ACRES IN TRACT OF LAND: Approximately 1 acre in
permitted areas.
(b) ESTIMATED TOTAL NUMBER OF ACRES OF WETLANDS LOCATED ON PROJECT SITE:
0 Acres
10. (a) NUMBER OF ACRES OF WETLANDS IMPACTED BY THE PROPOSED PROJECT BY:
FILLING: EXCAVATION:
FLOODING: OTHER :
DRAINAGE_ TOTAL ACRES TO BE IMPACTED:
(b) (1) STREAM CHANNEL TO BE IMPACTED BY THE PROPOSED PROJECT (TF RELOCATED,
PROVIDE DISTANCE BOTH BEFORE AND AFTER RELOCATION:
LENGTH BEFORE: _ FT AFTER _ FT
WIDTH BEFORE (based on normal high water contours): _ FT
AVERAGE DEPTH BEFORE: FT AFTER FT
(b) (2) STREAM CHANNEL IMPACTS WILL RESULT FROM: (CHECK ALL THAT APPLY)
OPEN CHANNEL RELOCATION: _ PLACEMENT OF PIPE IN CHANNEL: X_
CHANNEL EXCAVATION: _ CONSTRUCTION OF A DAM/FLOODING:
OTHER Pipe replacements, one pipe extension.
11. IF CONSTRUCTION OF A POND IS PROPOSED, WHAT IS THE SIZE OF THE WATERSHED
DRAINING TO THE POND? N/A WHAT IS THE EXPECTED POND SURFACE AREA? N/A
12. DESCRIPTION OF PROPOSED WORK INCLUDING DISCUSSION OF TYPE OF MECHANICAL
EQUIPMENT TO BE USED? (ATTACH PLANS; 81/2 BY 11 DRAWINGS ONLY)
Grade, drain base and pave SR 1603B (Cranberrv Creek Road). Replace five (5) existing pipes and
extend one pipe, all of which terry unnamed tributaries to Cranberry Creek Class B trout).
13. PURPOSE OF PROPOSED WORK: This work is part of a project to made, drain, base and pave
SR 1603B, in Ashe Countv.
14. STATE REASONS WHY IT IS BELIEVED THAT THIS ACTIVITY MUST BE CARRIED OUT IN
WETLANDS (INCLUDE ANY MEASURES TAKEN TO MiN1MiZE WETLAND IMPACTS)
N/A
15. YOU ARE REQUIRED TO CONTACT THE US FISH AND WILDLIFE SERVICE AND/OR
NATIONAL MARINE FISHERIES SERVICE REGARDING THE PRESENCE OF ANY FEDERALLY
LISTED OR PROPOSED FOR LISTING ENDANGERED OR THREATENED SPECIES OR CRITICAL
HABITAT IN THE PERMIT AREA THAT MAY BE AFFECTED BY THE PROPOSED PROJECT.
DATE CONTACTED: By copy of this application.
16. YOU ARE REQUIRED TO CONTACT THE STATE HISTORIC PRESERVATION OFFICER
(SHPO) REGARDING THE PRESENCE OF HISTORIC PROPERTIES IN THE PERMIT AREA,
WHICH MAY BE AFFECTED BY THE PROPOSED PROJECT. DATE CONTACTED By copy of this
""17 ...,..,
17. DOES THE PROJECT INVOLVE AN EXPENDITURE OF PUBLIC FUNDS OT THE USE OF PUBLIC
(STATE) LAND? YES ® NO ? (IF NO, GO TO 18)
(a) IF YES, DOES THE PROJECT REQUIRE PREPARATION OF AN ENVIRONMENTAL
DOCUMENT PURSUANT TO THE REQUIREMENTS OF THE NORTH CAROLINA
ENVIRONMENTAL POLICY ACT? YES ? NO
(b) IF YES, HAS THE DOCUMENT BEEN REVIEWED THROUGH THE NORTH CAROLINA
DEPARTMENT OF ADMINISTRATION STATE CLEARINGHOUSE YES ? NO ?
IF ANSWER 17b IS YES, THEN SUBMIT APPROPRIATE DOCUMENTATION FROM THE STATE
CLEARINGHOUSE WITH THE NORTH CAROLINA ENVIRONMENTAL POLICY ACT.
QUESTIONS REGARDING THE STATE CLEARINGHOUSE REVIEW PROCESS SHOULD BE
DIRECTED TO MS. CHRYS BAGGETT, DIRECTOR STATE CLEARINGHOUSE, NORTH
CAROLINA DEPARTMENT OF ADMINISTRATION, 116 WEST JONES STREET, RALEIGH,
NORTH CAROLINA 27603-8003, TELEPHONE [phone].
18. THE FOLLOWING ITEMS SHOULD BE INCLUDED WITH THIS APPLICATION IF PROPOSED
ACTIVITY INVOLVES THE DISCHARGE OF EXCAVATED OF FILL MATERIAL INTO
WETLANDS:
(a) WETLAND DELINEATION MAP SHOWING ALL WETLANDS, STREAMS, LAKES, AND
PONDS ON THE PROPERTY (FOR NATIONWIDE PERMIT NUMBERS 14, 18, 21, 26, 29, AND 38).
ALL STREAM (INTERMITTENT AND PEIUVIANENT) ON THE PROPERTY MUST BE SHOWN ON
THE MAP. MAP SCALES SHOULD BE 1 INCH EQUALS 50 FEET OF 1 INCH EQUALS 100 FEET
OF THEIR EQUIVALENT.
(b) IF AVAILABLE, REPRESENTATIVE PHOTOGRAPH OF WETLANDS TO BE IMPACTED BY
PRODUCT.
(c) IF DELINEATION WAS PERFORMED BY A CONSULTANT, INCLUDE ALL DATA SHEETS
RELEVANT TO THE PLACEMENT OF THE DELINEATION LIME.
(d) ATTACH A COPY OF THE STORMWATER MANAGEMENT PLAN IF REQUIRED.
(e) WHAT IS LAND USE OF SURROUNDING PROPERTY? Residential, Agricultural, Business and a
School
(0 IF APPLICABLE, WHAT IS PROPOSED METHOD OF SEWAGE DISPOSAL? N/A
SIGNED AND DATED AGENT AUTHORIZATION LETTER, IF APPLICABLE.
NOTE: WETLANDS OR WATERS OF THE US MAY NOT BE IMPACTED PRIOR TO:
1. ISSUANCE OF A SECTION 404 CORPS OF ENGINEERS PERMIT,
2. EITHER THE ISSUANCE OR WAIVER OF A 401 DIVISION OF WATER QUALITY
CERTIFICATION, AND
3. (IN THE TWENTY COASTAL COUNTIES ONLY), A LETTER FROM THE NORTH
CAROLINA DIVISION OF COASTAL MANAGEMENT STATING THE PROPOSED
ACTIVITY IS CONSISTENT WITH THE NORTH CAROLINA COASTAL MANAGEMENT
PROGRAM,
OWNER'S/AGENTS ST TURE DATE
(AGENTS SIGNATURE VALID ONLY
IF AUTHORIZATION LETTER FROM
THE OWNER IS PROVIDED).
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• i1 0 4 2, 931
STATE OF NORTH CAROLINA
NC uU1 District CnSJneCI
DEPARTMENT OF TRANSPORTATION w ikes?.o N
JAMES B. HUNT, JR. P.O. Box 25201, Raleigh, NC 27611-5201 DAVID MCCOY
GOVERNOR PHONE [phone] SECRETARY
DECEMBER 15, 2000
MEMORANDUM TO: D. J. Tetzlaff, Dist. I I -
FROM: J. F. Sloop, REU
SUBJECT: Reviewed E/C Plans - Ashe County
SR # STA TO STA RECOMMENDATION
1603-B 0+00 EOP Ref. Notes 41 Thru 45 Below.
NOTE:
1) Use some type of device with 45 stone before drainage leaves the project.
2) Attach Location/Vicinity maps to all Erosion and Sedimentation Controls Plans.
3) Use Detail Sheet which references Std. 4's of the July 1995 edition of the ROADWAY STAND.
DRAWINGS.
4) Use of Std. 41635.01 or Std. # 1630.02 with Std. 41633.02 or Std. # 1634.02 @ X-Lines
5) Include narrative sheet for stages of implementation of the Erosion Control Plan.
3o'siox- cox oi' = .. S yr o? ...
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EROSION CONTROL SCnEDUL=
(1) All ane?suatp temporary erosion control measures will' be
installed before clearing and grubbing operations begin.
(2) As construction progresses temporarv ?nd permanent
erosion control devices shall be installed in a `imply
manner; according to any special - -,njt requirements
and /or requirements set clUt, in.G.S. 113A-57.
MANDATORY STANDARDS FOR LAND-DISTURBING ACTIVITY
?ur-ztiant to G.S. 113A-57(3), ?rovisions for a ground
raver suff{lien= to res`rain erosion must be
acromplished witain•30 working nays or 120 calendar
d;1yc ioIIowing completion of con Sfrtlction or
development, whi,hever period JS Shorter, except as
nrovided in 15A NCAC =3 ..0021(e)..
DESIGN STANDARDS IN SENSITIVE WAT=RS EDS
?tirsuant to G.S. 113A-57(3) pro-,7i-.inns for a girolznd
mover s,Aff ir7ien to .restrain e-"onion mt.2St be
provided for-any portion of a land-d1sturbing
artiviiy in a Hf7W ?.nn? Within 15 working days or a0
calendar days following*completjon of construction
or development, whichever period iQ shar4-r.
(3) All siltation and er^-Gjvn control nev3ces shall. be
zroperly maintained until no longer neeried.
( d) On rrrol ec is per=armed. by D. O. T'. Maintenance 'Forces,
will promp`.iy b" made to the Division Ro?r7cidP
seeding.
nvironmental Unit _`or stage and permanent
(5) Any removal of s;1La`ion nevic°s will be based on the
condj kion or es;'abl ished- ground :Over of that area the
.
devic7e il? Serving.
.
CON::TRUCTI-014 SEOUENCE = OZ ITISTALLI14G ROADWAY CULVERTS
1. Clear only enaligh area and install the downs t:e-ziM measures
such as silt check dams, silt screens, and silt basins as
noted on clan.
2. Excavate the 2' base tail ditch.
3. Excavate and install the rroadWay culvert.
4. Install sediment control measures at inlet as noted on
elan.
5. Install aridi ticinal pipe outlet. protection and Atilet
,.?rctection as noted.
t
EROS
DETAILS AND
EICAT -.-ONS
SPECI?;
Std = Descrirm:orn Svrbol-
!6 off. of Temporary Silt Fence
Temporary Silt Ditch-
1 oj Temporary Diversion TO
1-322.01 Temporary Slope Drain - `- '-
15130.01 SH Basin Type-A m
'.1030.02 Silt Basin Type-3
1 533.01- Temporary Rock Silt- Check Type-A
1533.02 Temporary Rock Silt Check Type-B
i53?.01 Ternporay Rock Sediment D2m Iype-A
163=.02 Temporary Rock Sediment Dan Tvpe-3 i r s
1ti35.01 Rock ripe Inlet Sediment Tr2p Type-.I A
1G13?-0? Rock rice Inle_ Sedi,„ent:Tmp Type-3
1536.01 Rock SHL Screen ??3
15J0.Oi. Stillinc 32sin
19032-0
15132.02
1532-0.3
3.0%
Sac-_ :-- ,--
ssa_o!
Rock Inlet Sediment Tr2p:
i ype-A -
TYpe_-- i Ig -- O ;; -•
J
Tvpe_C C =I I: -- OR -- C J
J
! L .: C'1 J J ?. 1 L ?,.. i . . . . . . . . . . . . . . . . . . . . . . 1
T s % : o L ' r . c L i c : e J { ` C:.:.., . . ....... . . .. cfuwvUl J V'-
?i7 :Lc? i 1 T s10*J° L{CiI . . . .. . . . . . . . . _
small stream or ^.C 1 . . . . . . . . . . . . . . . . . . . P:F, 4p t p .?
SECTION 1042
RIP RAP MATE RIALS
10-'.2-1 PLAIN IZIP RAP.
Slone for plaid rip rap shall consist Uf field stone or rough unlle .,n geiarry
stone. The stone shall be sound, tout:ll, den-se, resistant to the action of air
and water, and suitable in all other respects for the purpose intended.
Where broken concrete from denlolislzed structures or pavement is avall-
ilUle, it n1G}% be used in place Uf stone JI'OVIGUCI that such use meets ?"v lth the
approval or the Engineer..However, the use of broken concrete which
coritains reinforcing steel will not be permitted.
The stone or broken concrete shall be graded to meet the following
r eouirements:
1. For CIass I Rip IZap. Stone shall very in weighi from 5 to 200 founds.
At least 30 percent of the total `,velgllt of the rip r'aD shall be in
individual uieces weicrhiii( a Ir11i11ii1uI11 of 60, ppounds e Cll. Not I710re
thaIl 10 percent of the total wel'gllt of the rip rap niay be in 1ndlIvidual
uleces weigi-ling less than 15 pounds each.
2. r 0I' Class 2 Hip IZa p. Stone shall vary in -,?veIgllt :Torn 2? t0 250
pounds. At least 00 percent of the total welgni, of Lne rip rap shall be in
Indlvldii al pieces wel?lling a M!111murn Of 100 D0UI1as ec.Cl1. !VoCrilore
ti'larl J Uf L, '11F1 tUt.11 weltilt U i the r i p rain niav be lIl ln(?1V1d11'?1
plec?s ?VE?lgllln Icss than 50 p0unQs each.
UV
HIC--H QU-LLITY WATERS
t.
1. Uncovered areas are Limited at any'c ven die to a = num total area
of 20 acres.
2. Erosion and sedimenta-don con zol measures shall be d2sig-ned to provide
protection from the 25 ye"-,- stogy.
?. Large Type-z basins shall be desisned and cons-acted with a settling
efdciency of at least 70 io for the 40 =icron soil oardcie size transr)orted
by r nor= uo? the 2 year storms. - -
4. Newly cons=ected ch+a:?nels shall be constructed wir side slo_ues no
Steep than 2:1, u- less slopes are to b_ sta7i i??ed Jy -edhods other than
vegetadon.
5. A C-r
ouzd cover s=cient to res`= erosion =-ust be provided for any

a
0 PIPE 1 STATION SI7_E ( CLASS I REMARKS
0 I O f'So I 3o 'x /S" I Rz,""/ 1 i?s,?LO.cE
0 13 i b f So I 30' x /s" I PI AIM
I ,aDJ
o e- 1 7 f 75 1 3o'X /s- I Pu•?:? 1 .aoc
0 o 1 5-f- 5o I 40'x /S" I ?t-4iW I nv r?
0 E ( 8 t 40 1 3o'x,5" 1 lx?,;? I c....c.E
0 1
1
1 ?- 7.5
30 •x ,s "
I r?La,,?
I A D a
0 G I /o f I 30' x ,s" I ,?L n; n/ I Re ?.
0 ?J /6,L 40 I 3a ' x /S" I PLA4i I Q O 1>
0 1 Zo foo I 4,5'x /8" 17- E 3 1 RE ca.cE
0 T 1 Z743o I 45'x18" I %,pE a I 'eep Cc
0 K 1 27 fro I 40'x 15" 1 PLA;
0 L 1 3o +Zo 1 QO'X /5" I PI-Ain/ I RE CocE
10 m 1 31 +cS I 4o'x Z4" 1 r a a I ?E?La cE
O N 1 31 4-e o I 3o' x /5" I PLoi„l I RE LACE
00 138 t Zo 1 4o' x! S" I T,/C3 1 R E L,&- cE
0 P 141 4-50 1 4o' x Z4" I T/rc o I ;?EPL",z
0 c 147 fzo 1 45', 18" 1 Ty E B I /:?cp
0 150+co 1 30' x 15" 1 r?LAi,v I o,?n
0 5o ;- 75 I e F;1 c.. ?1 i
0 T 53,170 1 45'x -74" I i yPE3 I FEPc??cE
0 U 5Z*R) I 'o'x ,5" 1 r%to%?/ I ??F,??cc
0 Y I5? X08 I DELE7E r?%r?6
0 I Sa 30 1 4o'- /8' I T/?E u 1 RE?:C?cC
0 x 1("4 Co 1 30'. is-- I rip E a I E: cAC c
0 Y lr-TLS 1 ?o'X ,:• 1 ?L?l.? I l?E??Q<<
0 Z ICod+So I &5'x 3lr" I %??c a 1 ?E?loc`
0 AA 1&4 f-So 1 3o' x, S" 1 PcAiw I ,?E Z> c.?c.=
013[3 1 73 f Zo 1 3,'x 15" i PL4111 I Aoo
0 CC 1 73.,1-50 I Ss'X 48• I T,,.PE a 1 17Ep"CE
ODD 77 f9o I (-'o'x 18" 1 r,?E 3 1 AJD -OW 30=,6A4A4 L,,E
O EE I c2 +3o i 75' x /s • I ??,? I /-? Epc,? cE
0 r;= 1 SStsO 1 So'X .1 S" 1 7?Ge?.? I /2 Ef LKE
0 I 950- 7;1 I 570', 72 " I i ,,E 33 I A,-.)o o,/-;z5,- EAcq LI'AiE
0 // 1 9o too I 30' x/ s" 1 P cx:?? I 4 0.C>
O z I ?s0 I .?a' x 1S" I p?,.v 1 ,2E,p [.dcE
0
0
0
0
0
0 I I i
0
Ditchliner Requirements
SR 1603-6
6-Nov-00
Sta Sta Lt/Rt Liner
0+00 6+50 Lt. Rip Rap
6+80 10+00 Lt. Roving
85+77 90+56 Lt. Roving
0+00 6+50 Rt. Rip Rap
6+80 8+50 Rt. Roving
8+80 9+70 Rt. Roving
11+00 16+10 Rt. Rip Rap
16+40 28+50 Rt. Roving
28+90 29+00 Rt. Roving
32+00 33+30 Rt. Roving
33+60 47+20 Rt. Roving
61+00 64+00 Rt. Roving
64+90 73+10 Rt. Roving
73+60 82+00 Rt. Roving
82+75 85+00 Rt. Roving
85+77 90+56 Rt. Roving
S.R. /4'0.3-1:?_ County & t:
?Name C wmmEye y GQta>L "RA.
Existing Road
New Road
Proposed R/W
Existing Pipe 3O'? s,
New Pipe
Center Line uo Utm- Teti mc
CQ?N3e2Q r C.k. t-2d
?RT
Sheet -Lof?
Date - -o

------ - '
------_?.?_?

Note:
Temporary erosion control
devices not shown, but will
include temccran, silt scre_...
rock check dams and silt
basins, as needed.
Survey Date 9';7ci,0Q
?onduct.:d By
Drawn B v ; I LO-f
//(?,:? -R CountyHe-
S.R.
Name G QANE1zeY CYc . _
Existing Road
New Road
Proposed R/W - - - - - ' - - - -
1
Existing Pipe
t----- ------------I?
-----? J.
New Pipe
Center Line ?Uo N,,,?E ??3 ro

Et?S:l.u,; -30
zZe

- -- -- --- --- --- - - ' - ------- - --- ; --- -- --Z-
Note:
Temporary erosion control
dvvices not shown, but will
include temporary silt screen,
rock check dams and silt
basins, as needed.

_ . .
Sheet -? Of-L
Date-ng - 113 ..cd
e 41t9a,--
Sur-vev Date
Conducted By 6,;7H ?-n,'-p <, ?v
Drawn By?te-s1k„
--- I ;
S. R. I G d,3 - County AIS HE:
Name C_P??IRERRY C Y- 'RD.
Existing Road
New Road
Proposed R/W
Existing Pipe
L-_.--J
r------1
New Pipe
Center Line
?2F4? s.3RR?TC-Y- Q?
.?? ;r7A\ 1
Sheet -a-of L
Date _DL,- 13-oo

-- - - _ - ----- - _---- j --- _- c r T T'
__?-_?-? i _ --T- - -_.
Note:
Temporary erosion control
devices not shown, but will
include temporary silt screen,
rock check da.?ts and silt
basins, as needed.
Survey Date
Conducted By G EHI, ??; DP
County-AHE
?Tame (" -QAugsr2s,? C.?-. Rte.
Existing Road
New Road
Proposed R/W
Existing Pipe
L--_-- I
r ------7
New Pipe
Center Line
,
SheetOf?
t3
Date og-r-ran

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Temporary erosion control
devices not shown, but will
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Survev Date
j
Dr awn B,' -Pa s !e-, i
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Name' 4 BEeQY (!,k_ 'RA.
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New Road
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Survey Date 2- DA - 6o
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40IISSU&D' 3 ¢ ;
•?r` 8 2001
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY P. O. Box 25201, Raleigh, NC 27611-5202 DAVID McCOY
GOVERNOR PHONE: [phone] SECRETARY
January 26, 2001
Mr. Eric Alsmeyer PAYMENT
U. S. Army Corps of Engineers RECEIVED
Raleigh Regulatory Field Office
6508 Falls of Neuse Road, Suite 120
Raleigh, NC 27615
Subject: Nationwide Permit #14
SR 1603B (Cranberry Creek Road)
Ashe County, North Carolina
Dear Mr. Alsmeyer:
The NC Department of Transportation is scheduled to grade, drain, base, and pave primarily
along the existing roadway of SR 1603 B (Cranberry Creek Road) in Ashe County. We are
proposing to replace five (5) existing cross line drainage structures and extend one pipe. All of
the existing pipes carry unnamed tributaries to Cranberry Creek (DEM Class B Trout). Please
note that any widening of the existing roadway will be directed away from Cranberry Creek. Due
to the proposed work, we are requesting a 404 Nationwide Permit #14.
Attached is a plan sheet with proposed erosion control measures, pipe crossing information, a
marked County map and a marked topography map.
By copy of this letter It is requested Mr. Ron Linville, Mountain Region Coordinator, with the
North Carolina Wildlife Resources Commission to comment directly to you concerning the 404
Nationwide Permit request with a copy sent to me.
A request will be made on this project for a temporary encroachment into the trout water buffer
zone of Cranberry Creek (Class B Trout). It is requested Mr. Ron Linville to comment directly to
me concerning the trout water buffer zone encroachment.
By copy of this letter, it is requested that Mr. Neil Trivette, Area Roadside Environmental
Engineer, comment on this project.
P. O. Box 250, N. W11.xESBORO, NC 28659
f9
Mr. Eric Alsmeyer
SR 1603B (Cranberry Creek Road)
Page 2
January 26, 2001
By copy of this letter, I am forwarding seven (7) copies of this application package to Cynthia
Van Der Wiele, NCDENR, Division of Water Quality, 401/Wetland Unit, for her review. A
$200.00 check is enclosed for the 401 certification processing fee. It is requested that any
comments related to the 401 certification be forwarded directly to the Corps.
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 greatly appreciated.
Sincerely, ,
; Z-le' 5 ?" ? ,2?
Heath Slaughter
Division Environmental Officer
Enclosures
cc: Ron Linville, Westem Piedmont Region Coordinator, NCWRC
Brian Cole, US Fish and Wildlife Service
Renee Gledhill-Earley, Environmental Review Coordinator, NCDCR
Cvnthia Van Der Wiele, Division of Water Quality (7 copies)
R. C. McCann, PE, Division Engineer
Doug Tetzlaff, District Engineer
Heath Slaughter, Division Environmental Officer
Neil Trivette, Area Roadside Environmental Engineer
Doug Eller, County Maintenance Engineer
Vanessa Patrick, PD&EA

DWQ ID: _ CORPS ACTION ID:
NATIONWIDE PERMIT REQUESTED (PROVIDE NATIONWIDE PERMIT 4) 14
PRE-CONSTRUCTION NOTIFICATION APPLICATION
FOR NATIONWIDE PERMITS THAT REQUIRE:
1. NOTIFICATION TO THE CORPS OF ENGINEERS
2. APPLICATION FOR SECTION 401 CERTIFICATION
3. COORDINATION WITH THE NC DIVISION OF COASTAL MANAGEMENT
SEND THE ORIGINAL AND (1) COPY OF THIS COMPLETED FORM TO THE APPROPRIATE FIELD
OFFICE OF THE CORPS OF ENGINEERS (SEE AGENCY ADDRESSES SHEET). SEVEN (7)
COPIES MUST BE SENT TO THE NC DIVISION OF WATER QUALITY,
ATTN: JOHN DORNEY, 4401 REEDY CREEK ROAD, RALEIGH, NC
27607. PLEASE PRINT OR TYPE.
1. OWNER'S NAME: NC DEPARTMENT OF TRANSPROTATION
2. MAILING ADDRESS: PO BOX 250
SUBDIVISION NAME N/A
CITY: North Wilkesboro STATE: NC ZIP CODE: 28659
PROJECT LOCATION ADDRESS, INCLUDING SUBDIVISION NAME (IF DIFFERENT FROM
MAILING ADDRESS ABOVE):
SR 1603B (Cranberry Creek Rd.), Ashe County
3. TELEPHONE NUMBER (HOME) _ (WORK) [phone]
4. IF APPLICABLE: AGENTS NAME OR RESPONSIBLE CORPORATE OFFICIAL, ADDRESS,
PHONE NUMBER
Heath Slaughter, Division Environmental Officer
PO BOX 250
North Wilkesboro, NC 28659
[phone]
5. LOCATION OF WORK (PROVIDE A MAP, PREFERABLY A COPY OF USGS TOPOGRAPHIC MAP
OR AERIAL PHOTOGRAPHY WITH SCALE):
COUNTY: Ashe - NEAREST TOWN: Jefferson
SPECIFIC LOCATION (INCLUDE ROAD NUMBERS, LANDMARKS, ECT.) From Jefferson, travel
NE on US 221 until you cross the South Fork New River. Cranberry Creek Rd. is located between the
river and the Ashe/Alleghanv County line on the south side of US 221.
6. IMPACTED OR NEAREST STREAMIRIVER: Unnamed Tributaries to Cranberry Creek.
RIVER BASIN: New
7. (a) IS PROJECT LOCATED NEAR WATER CLASSIFIED AS TROUT, TIDAL SALTWATER, (SA),
HIGH QUALITY WATERS (HQW), OUTSTANDING RESOURCE WATERS (ORW), WATER
SUPPLY (WS-I OR WS-In? YES ® NO ? IF YES, EXPLAIN: DEM Classification B Trout.
(b) IS THE PROJECT LOCATED WITHIN A NORTH CAROLINA DIVISION OF COASTAL
MANAGEMENT AREA OF ENVIRONMENTAL CONCERN (AEC)? YES ? NO X
(c) IF THE PROJECT IS LOCATED WITHIN A COASTAL COUNTY (SEE PAGE 7 FOR LIST OF
COASTAL COUNTIES), WHAT IS THE LAND USE PLAN (LUP) DESIGNATION? N/A
e
8. (a) HAVE ANY SECTION 404 PERMITS BEEN PREVIOUSLY REQUESTED FOR USE ON THIS
PROJECT? YES ? NO X IF YES, PROVIDE ACTION I.D. NUMBER OF PREVIOUS PERMIT
AND ANY ADDITIONAL INFORMATION (INCLUDE PHOTOCOPY OF 401 CERTIFICATION):
(b) ARE ADDITIONAL PERMIT REQUESTS EXPECTED FOR THIS PROPERTY IN THE FUTURE?
YES ® NO IF YES, DESCRIBE ANTICIPATED WORK: Paving and improvement of SR 1603.
9. (a) ESTIMATED TOTAL NUMBERS OF ACRES IN TRACT OF LAND: Approximately 1 acre in
permitted areas.
(b) ESTIMATED TOTAL NUMBER OF ACRES OF WETLANDS LOCATED ON PROJECT SITE:
0 Acres
10. (a) NUMBER OF ACRES OF WETLANDS IMPACTED BY THE PROPOSED PROJECT BY:
FILLING: EXCAVATION:
FLOODING: _ OTHER :
DRAINAGE _ TOTAL ACRES TO BE IMPACTED:
(b) (1) STREAM CHANNEL TO BE IMPACTED BY THE PROPOSED PROJECT ff RELOCATED,
PROVIDE DISTANCE BOTH BEFORE AND AFTER RELOCATION:
LENGTH BEFORE: _ FT AFTER _ FT
WIDTH BEFORE (based on normal high water contours): _ FT
AVERAGE DEPTH BEFORE: FT AFTER FT
(b) (2) STREAM CHANNEL IMPACTS WILL RESULT FROM: (CHECK ALL THAT APPLY)
OPEN CHANNEL RELOCATION: - PLACEMENT OF PIPE IN CHANNEL: X
CHANNEL EXCAVATION: _ CONSTRUCTION OF A DAMIFLOODING:
OTHER Pipe replacements, one pipe extension.
11. IF CONSTRUCTION OF A POND IS PROPOSED, WHAT IS THE SIZE OF THE WATERSHED
DRAINING TO THE POND? N/A WHAT IS THE EXPECTED POND SURFACE AREA? N/A
12. DESCRIPTION OF PROPOSED WORK INCLUDING DISCUSSION OF TYPE OF MECHANICAL
EQUIPMENT TO BE USED? (ATTACH PLAINS; 81/2 BY 1 I DRAWINGS ONLY)
Grade, drain base and pave SR 1603B (Cranberry Creek Road). Replace five (5) existing pipes and
extend one pipe, all of which c rrv unnamed tributaries to Cranberry Creek (Class B trout).
13. PURPOSE OF PROPOSED WORK: This work is part of a proiect to made, drain, base and pave
SR 1603B, in Ashe Countv.
14. STATE REASONS WHY IT IS BELIEVED THAT THIS ACTIVITY MUST BE CARRIED OUT IN
WETLANDS (INCLUDE ANY MEASURES TAKEN TO MiNTMIZE WETLAND IMPACTS)
N/A
15. YOU ARE REQUIRED TO CONTACT THE US FISH AND WILDLIFE SERVICE AND/OR
NATIONAL MARINE FISHERIES SERVICE REGARDING THE PRESENCE OF ANY FEDERALLY
LISTED OR PROPOSED FOR LISTING ENDANGERED OR THREATENED SPECIES OR CRITICAL
HABITAT IN THE PERMIT AREA THAT MAY BE AFFECTED BY THE PROPOSED PROJECT.
DATE CONTACTED: By copy of this application.
16. YOU ARE REQUIRED TO CONTACT THE STATE HISTORIC PRESERVATION OFFICER
(SHPO) REGARDING THE PRESENCE OF HISTORIC PROPERTIES IN THE PERMIT AREA,
WHICH MAY BE AFFECTED BY THE PROPOSED PROJECT. DATE CONTACTED By copy of this
orr??.-,t=n-
if .
17. DOES THE PROJECT INVOLVE AN EXPENDITURE OF PUBLIC FUNDS OT THE USE OF PUBLIC
(STATE) LAND? YES ® NO ? (IF NO, GO TO 18)
(a) IF YES, DOES THE PROJECT REQUIRE PREPARATION OF AN ENVIRONMENTAL
DOCUMENT PURSUANT TO THE REQUIREMENTS OF THE NORTH CAROLINA
ENVIRONMENTAL POLICY ACT? YES ? NO
(b) IF YES, HAS THE DOCUMENT BEEN REVIEWED THROUGH THE NORTH CAROLINA
DEPARTMENT OF ADMINISTRATION STATE CLEARINGHOUSE YES ? NO ?
IF ANSWER 17b IS YES, THEN SUBMIT APPROPRIATE DOCUMENTATION FROM THE STATE
CLEARINGHOUSE WITH THE NORTH CAROLINA ENVIRONMENTAL POLICY ACT.
QUESTIONS REGARDING THE STATE CLEARINGHOUSE REVIEW PROCESS SHOULD BE
DIRECTED TO MS. CHRYS BAGGETT, DIRECTOR STATE CLEARINGHOUSE, NORTH
CAROLINA DEPARTMENT OF ADMINISTRATION, 116 WEST JONES STREET, RALEIGH,
NORTH CAROLINA 27603-8003, TELEPHONE [phone].
18. THE FOLLOWING ITEMS SHOULD BE INCLUDED WITH THIS APPLICATION IF PROPOSED
ACTIVITY INVOLVES THE DISCHARGE OF EXCAVATED OF FILL MATERIAL INTO
WETLANDS:
(a) WETLAND DELINEATION MAP SHOWING ALL WETLANDS, STREAMS, LAKES, AND
PONDS ON THE PROPERTY (FOR NATIONWIDE PERMIT NUMBERS 14, 18, 21, 26, 29, AND 38).
ALL STREAM (INTERM=NT AND PERMANENT) ON THE PROPERTY MUST BE SHOWN ON
THE MAP. MAP SCALES SHOULD BE 1 INCH EQUALS 50 FEET OF 1 INCH EQUALS 100 FEET
OF THEIR EQUIVALENT.
(b) IF AVAILABLE, REPRESENTATIVE PHOTOGRAPH OF WETLANDS TO BE IMPACTED BY
PRODUCT.
(c) IF DELINEATION WAS PERFORMED BY A CONSULTANT, INCLUDE ALL DATA SHEETS
RELEVANT TO THE PLACEMENT OF THE DELINEATION LINE.
(d) ATTACH A COPY OF THE STORMWATER MANAGEMENT PLAN IF REQUIRED.
(e) WHAT IS LAND USE OF SURROUNDING PROPERTY? Residential, Am- *cultural, Business and a
School
(fl IF APPLICABLE, WHAT IS PROPOSED METHOD OF SEWAGE DISPOSAL? N/A
SIGNED AND DATED AGENT AUTHORIZATION LETTER, IF APPLICABLE.
NOTE: WETLANDS OR WATERS OF THE US MAY NOT BE IMPACTED PRIOR TO:
1. ISSUANCE OF A SECTION 404 CORPS OF ENGINEERS PERMIT,
2. EITHER THE ISSUANCE OR WAIVER OF A 401 DIVISION OF WATER QUALITY
CERTIFICATION, AND
3. (IN THE TWENTY COASTAL COUNTIES ONLY), A LETTER FROM THE NORTH
CAROLINA DIVISION OF COASTAL MANAGEMENT STATING THE PROPOSED
ACTIVITY IS CONSISTENT WITH THE NORTH CAROLINA COASTAL MANAGEMENT
PROGRAM,
OWNER'S/AGENTS Si ATURE
DATE
(AGENTS SIGNATURE VALID ONLY
IF AUTHORIZATION LETTER FROM
THE OWNER IS PROVIDED).
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JAMS B. HUNT, JR.
GOVERNOR
s.surf o?
STATE OF NORTH CAROLINA
DEPART VIENT OF TRANSPORTATION
P.O. Box 25201, Raleigh, NC 27611-5201
PHONE [phone]
DECEMBER 15, 2000
MEMORANDUM TO: D. J. Tetzlaff, Dist. I Ir:
FROM: J. F. Sloop, REU
SUBJECT: Reviewed E/C Plans - Ashe County
SRO STA TO STA RECOMMENDATION
1603-B 0+00 EOP Ref. Notes 41 Thru 45 Below.
fi4.CElVED
10 4 2031
NC u0T District EnFjncar
DAVID MCCOY
SECRETARY
NOTE:
1) Use some type of device with #5 stone before drainage leaves the project.
2) Attach LocationNicinity maps to all Erosion and Sedimentation Controls Plans.
3) Use Detail Sheet which references Std. #'s of the July 1995 edition of the ROADWAY STAND.
DRAWINGS.
4) Use of Std. 41635.01 or Std. 41630.02 with Std. 91633.02 or Std. #1634.02 @ X-Lines
5) Include narrative sheet for stages of implementation of the Erosion Control Plan.
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A
£RnSInN CONTROL SCHEDULE-
All ac?ecztiatP temporary era-.;Ion cnntrt?l measures will' be
installed before clearing and grubbing operations begin.
(2) As cons-ruction pr097essP5 temporary and permanen
erncion Control aevir°s shall be installed in a timely
manner; according to any special permit requirements
and /or requirements set 0tit in. G.S. 113A-57.
MANDATORY STANDARDS FOR LAND-DISTURBING ACTIVITY
?ursliant to G.S. 113A-57(3), ?revisions for a ground
c-nver stiff i•^ient to rec- -rain ?r??sinn mt?e` be
acnomvlished within-30 working bays or 120 calendar
r;iyc following c,?mr+letion of Gnnstr Llctinn or
development, whichever -period is shorter, encQnt as
provided in 15A NCAC 4E..0024(e)..
DESIGN STANDARDS IN SENSITIVE WATERSHEDS
Piirs,iant to G.S. 113A-57(3) provisions for a gi-ozznd
c-nver c?.tfficient to reGtrain erosion must be
provided for--any any portion of a Inncl-disturbing
ac-tivity in. a HQW zone within IS working days or so
calendar days following-comnletinn of construction -
or development, whichever period is snore°r.
(3) A11 siltation and e="=sign con?raI, nevjces snnll. be
rrnnerly maintained until no longer needed.
(4) On projects per=ormed.by D.O.T. Maintenance Forces,.
_oottast will prOmp`'y bP made `o the n Roadside
Tnvironmental unit for stage and permanent. seeding.
(5) Any remnv •-al O` silta`ion devices will be basQd on the
' s ed ground :Over Of that area the
c-nndiL.ion o- establi h
device i? serving.
CONSTRUCTI-014 Sii0UE11CE Z OR INSTALLING ROADWAY CULVERTS
1. Clear only eno>>gh area anri install the downst= eid,3 measures
such as silt check: dams. silt' screens, and silt bdsins as
noted on elan.
2. Excavate the 2' base tail ditch.
3. Excavate and install the roadway culve_ t.
d. Install sediment control measures at "inlet as notes on
elan.
5. Install `anditicinal pipe C*?tlet protection and fhfet
protection as noted. i

RO S10 -l g: N ?. 3
D AT-LS AND
SPECTFICAT?ONS
Sri = Descrivtion Svrbcl-
l60?.0(
! 030.03
! G3?.oj
1322.01
i 530.01
•:< i•530.02
! x33.01'
633.02
1 03=`.01
i 534.02
1535.01
i x35.02.
1 E3 3E.01
i 530.0
1332_J1
1532.02
1532.03
:.a3.O .
S2CZ-,...-_ ,--
863.01
Tempor2ry Silt Fence
Temporary Silt Ditch,
i empor2r-y Diversion
Temporary Slope Drain
SiiL Basin Type-A
Sit: Basin Type-B
Temporary Rock Sil Lt- Check Type-A
Temporary Pock Siit Check Type-3
Temporary Rock Sediment Dcm 1 ype-A
Tempory Rock Sediment Dam Type-B
Rock ;wipe Inlet Sediment Tr---p Type-.; -
Rock Pipe Ini:.r Sedi,,ent.Trao Type-B-
Rock SH-L Screen
Stillinc 32sin
Rock lnie_ Sediment Trap:
7-0
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A
S
A O. ;; - A
Type-A -?
Y-14' IQ
jyp-
Type-- O? - C J
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{O cC -i 1 1 c100°=o {CZ . . . . . . . . . . . . .
small C `= a m or ...= o.nCh . . . . . . . . . . . . . . . . . . . . ,...---
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SECTION 1042
RI-P HAP MATERIALS
101-2-1 PLAIN RIP RAI'.
Stone for plain rip ra?J shall consist of [I e I dstone or rough unlle`,=.'11 quarry
stone. The stone shall be soun(l, tou?(zh, dense, resistant to the action of air
and water, cnd suitable in all other I'esi)ects for the L)uroose intended.
Mhere broken concrete from Clemolls'lied Structures or pavement is avail-
able, it may be used in place of stone JI'OV1Ged that Such uSe meets with the
aUI)rOVaI OI the E17gIne;.'I'.. IiUweVe'_', the use OI JrOl?eI COnCI'eLe ?Vh1Cn
contains reinforcing steel will not be permitted.
The stone or broi;en concrete snail be graded to meet the following
requirements:
1. For Class I Rip >a). Stone silali vary in weight from to 200 hounds.
At least 30 percent of the total ;SJel(rht OI the rip rap shall be in
individual lli'.'.ces Weir hln(r a mini? ium of 60 pounds e: C11. ?got more
than 10 percent of the LoLI weight of the rip rap may !Ie in individual
UleCes Zi'e1?i1InV less tllam J 1)OU?1 CIS c'??C11.
2. For Glass 2 Hip 112.U. Stolle shall vary in vvelgllt iI'Om 23 to 250
bounds. At least r0 Dercent of the to-L2,:.1 weight of the rio r a o shall be in
Ind IVidIIaI ple'C1S 'Vel llIII g a 7111111 mum o 100 ?JOUiIds e'(:i1. Not more
than J perc«11t of the LULal wee( ilt of the rip rap i11aV be in In(l1VIdual
-D lec's %vel(r.'llri ? le-SS than 50 pounds each.

E IGH QUALITY WATERS
1. Uncovered areas are limited a any given. time to a ma;= = total area
of 20 acres.
2. Erosion and sedirnentadon control measures shall be desired to provide
Drotecaon uom the 25 yea- sto=
?. Large Type basins small be designed aid constructed with aset-LLnQ
efficiency of at least -70% for the ^0 omicron soil aardcle size tram- soorted
by rcnor= uom the 2 year stogy -
4. Newly cons ructed ch nels shallbe constructed with side slo_oes no
steeper than 2:1, unless sloD.-s are to b- sta"o 1T7-d by methods other Man
vezetadon.
5. A a-Ound cover su=fficient to restrain erosion z ust be provided for a. v

a
0 PIPE I STATION S= I CLASS I REMARKS
0 I O 1-50 I 3o ' X I,-" 1 Pts+in/ I R -,o - c. E
0 I G t SO I ?O'X /5• 1 PLA"N I Amz
0 e- 7*75 I 30'x/s' PL?,:? I AGp
0 D 1 5.1- 50 I 40'x 13" I ?Ldri? I nv D
0 E 1 8+40 I 30'xi5" 1 P ai.? I RE?CA-e-1
0 I f 7.5 I 3o'x /s - A D D
0 G I /O t 80 I 30' x /5" 1 ?Gein/ ( RE r ?? o
0 H 1 16,14o I 30 ' x /'S ' I PLAi^/ I LQ O 1>
0 I ZO +o0 I 9,5'X ?8" I T E 3 I RE Ls+GE
0 3- Z-7 43o 1 45'x/8" 1 ipe 8 I Rept-.?
0 K I27 -;-(,o I 4o'x 1-5 I PL,.;
0 L 130 +Z0 I -40'4 15" I PLAir/ 1 /?E CocE
10 M 131 fob I 4o'x Z4" I T= B 1 J?Er?LdcE
O Al 13) I-6o I 3o' x 1s" I Pe-";" I /zE ??E
100 138+Zo 1 4-o' x IS" I Tv a i RE co?E
0 P 141 4-90 I 4o' x Z4" 1 TiPc 3 I REP4"<-.-
0 C', 147 -tZo 1 45', /g" 7,-,,,-- I R?Pc?cc
0 R 1570 '1-00 I 0, x 151/ I P?rN I L1JL?
0 15o - 75 i o
0 T 153,170 1 4s' x .24 " I 7-y,;:;;,-.3 I ,?-FPta?E
0 U ISz t&7 1 'v'x /5" 1 r=1-.o;?/ ( ?zFp?cc
1 0 V !S&408 I DE4E7E P:PE
0 W 158+3o I 4o'- /8' l i y?E 3 I REP CGcC
0 x 1 (0-t co 1 30' x is" 1 r,p e
0 I k: IL T L5" 1 .Fo. X 15-
0 Z I 1, d+Sp I Co5'x 3c", I ;v?c a 1 REPLv,cE
10 A,4 1 (04 t-So 1 30' x i S" 1 r=-CAird
0 133 11 73 > Zo 1 -3o' x 15" I i-(-.41',V -ADO
0 cC 1 73 ,.So I SS'x 48' 1 7".,E B I ?7EPtACE
O.oD 1 771- 90 I 60'x /8" 1 7',-e 3 I ono -OW 3o-cac.N G.,E
0 EE 1 -2 + 3o I 75'x 15' I Ica. ? I /Z ER t,- <--
0 r:r 1 854,50 i s0'X /S'' 1 r'[eJ.? 1 R C?4- E
0_ I 9St77 I s0" 72" 1 i V pE 3 1 .QJO on/- .ZS'- EACN
0 N 1 90 1-00 1 30' x/ s" I P c.,.? 1 a o?
01' I 3 ><so 1 30" x /-s" I PL4?ti ( dE,pc.? cE
0 I I i
0
0
0
0 I ( I i
0
0 i
Ditchliner Requirements
SR 1603-B 6-Nov-00
Sta Sta LURt Liner
0+00 6+50 Lt. Rip Rap
6+80 10+00 Lt. Roving
85+77 90+56 Lt. Roving
0+00 6+50 Rt. Rip Rap
6+80 8+50 Rt. Roving
8+80 9+70 Rt. Roving
11+00 16+10 Rt. Rip Rap
16+40 28+50 Rt. Roving
28+90 29+00 Rt. Roving
32+00 33+30 Rt. Roving
33+60 47+20 Rt. Roving
61+00 64+00 Rt. Roving
64+90 73+10 Rt. Roving
73+60 82+00 Rt. Roving
82+75 85+00 Rt. Roving
85+77 90+56 Rt. Roving
S.R: /&0.3 --g County Aahm
?Name Cwt uRe?tzy GQt?,? ?A.
Existing Road
New Road
Proposed R/W
Existing Pipe s,
L__--.J
New Pipe
Center Line ?o ti M? T?-I3 Tc
?RT
d - S
\!pewe- C10i

------
Note:
Temporary erosion control
devices not shown, but will
include temoor=-v silt screen.
rock check cams and silt
basins, as needed.
Sheet -1-Of-?
Date 9-/3'-On
?t
I
!i(---Hod- - - 1 - - - - LF
- - - - -mot- 60
- - -?
Survey Date g =? q'Oo
Conducted By 6i--H. 7)g, pt. P
Drawn By
S.R. /aa. -R County rayE
Name C UArgsp-gy CY. P>.
Existing Road
New Road
Proposed R/W
Existing Pipe
L -_---J
r -----7._
New Pipe
Center Line
... /y'o iUa,??E T? ro
CTLAAV3z ZiLY Cr.•
? pct

1L?'-.c....-..t- l0

l"ra'
j 10
----r - ----- I` -? - - - -
I i - -- , i ---- ---- - - -
ILI'

- - = -- -•-- --- --- Lit ' ?_l_-r_?___ I_.?.- _
i
Note:
Temporary erosion control
devices not shown, but will
include temporary silt screen,
rock: check dams and silt
basins, as needed.
Sheet '? oiI-
Date o - 3-66
r•? ?°` r
li ilF'?It`i
1

Survey Date-aq-OCR
Conducted By C. F H Drawn By
' i
S.P.: \ County s N E
Name (*_eAn gss kaY Ck
Existing Road
New Road
Proposed R/W

Existing Pipe

New Pipe
Center Line
C-Y- ZD.
1
-30 ? -
!
1 j -r
I
-----------T---- !
-- - - - --- i .? -y
Note:
Temporary erosion control
devices not shown, but will
include temporary silt screen.,
rock: check dams and silt
basins, as needed.
Sheet
Of?
Date O?f
Survey Date ?<-,?cl-r
Conducted By G Ey,??; py, ?P
Drawn B?•?bt?v l?l? ..
S.,R-' County H
Name (? Q?u tie R?? ?k. TZ?.
Existing Road
New Road
Proposed R/W
Existing Pipe
t-------J
r----- ?
New Pipe
f
Center Line
I
,Uo i le- i3 f p
m-c.., +
Sheet -4 Of?
L3
Date oQ-,r

I
Exlz
-!- ---- _ --- -??---_-- j -- _?_- ._-_-.-

Note:
Temporary erosion control
de-ices not shown, but will
rock check dams and silt
basins, as needed.
Survey Date
uu.=_ r-
Drawn By Imo- °S??Y ?"[Inx
S.X. County} s H r
Name CQAu:ase-2a c y- -RA-
Existing Road
New Road
Proposed R/W
Existing Pipe
New Pipe
Center Line

Sheet -'Z?-Of-6
Date_o4-r?-b„

U
UU Vri,??? i
i
p ccc ,cHt -,55
7-1
-- - -----t-- ----- --- --- --- - --- --__ _ - L- ----? ---
Note:
Temporary erosion control
devices not shown, but will
include tempor---v silt screen,
rock check dams and silt
basins, as needed.
Survey Date
d-o 0
Conducted By GEtt, i??-pKp
Drawn

S;R'' R ooh -c County (I5 N F
Name C h rA ni hrRRu r- k R?
Existing Road
New Road
Proposed R/W
Existing Pipe
New Pipe
Center Line
Sheet ) Of
Date q-Q-00
- r?
o _
J)
-s%Fl as-77 ` - -
h
1; (71 E

Note:
Temporary erosion control
de-ices not shown, but will
include temporary silt screen.
rock check dams and silt
basins, as needed.
Survey Date a?1- 60
Conducted By P. "1 "D9
Drawn By -;?rs'.S !P' j - (I)?' ia?..f
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iTiA OF NORTH CAROLINA SUBJECT ni-U,0f"An,? . 6rAeJ.'.fa C :vrv4 '5 ?? 0.3-8 /iaNE<rn?
ARTMENT OF TRANSPORTATION -- Tn, J P J PROJECT Ck?
DIVISION OF HIGHWAYS aShr COUNTY
HIGHWAY BUILDING PREPARED BY DATE 1/0100 STATION Z2•t0(? - Z94-On
P. O. BOX 23201
ALEIGH. NORTH CAROLINA 27611 CHECKED BY DATE STR NO SHEET OF--
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SUBJECT !0,PYo,,-rr[ut rro 'uo , ?r,;.vcl PROJECT S /(, O 3-8l?u?r.ry rG4r.
ARTMENT OF TRANSPORTATION
?0 1?GmF. Tr'h T (rrhri?r,rf CrL ?TQ AS nr_ COUNTY
DIVISION OF HIGHWAYS - r
HIGHWAY BUILDING PREPARED BY RVY DATE 9 Ala 100 STATION 31+50 - SO+SO
P. O. BOX 25201 -7
ALEIGH. NORTH CAROLINA 27611 CHECKED BY DATE STR NO SHEETG OF

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SIIATE OF NORTH CAROLINA SUBJECT d a QOue-e&-/ 15
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'ARTMENT OF TRANSPORTATION
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DIVISION OF HIGHWAYS . .
HIGHWAY BUILDING ,J
PREPARED BY DATE A STATION -SZto Q _6e4 f00
P. O. BOX 26201
tALEIGH. NORTH CAROLINA 27611
CHECKED BY
DATE
STR NO SHEET OF 3
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