19990731 Ver 1_Complete File_19990709

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
Kerr T. Stevens, Director
1 ••
NCn..ENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
July 22, 1999
Burke County
WQC 401 Project # 990731
APPROVAL of 401 Water Quality Certification
Stephen Moore
NC DOT
Route 1 Box 169 C
Marion, NC 28752
Dear Mr. Moore:
You have our approval, in accordance with the attached conditions, to place fill material for the purpose of adding a
road crossing, as you described in your application dated July 9, 1999. After reviewing your application, we have decided
that this fill is covered by General Water Quality Certification Number 3108. This Certification allows you to use
Nationwide Permit Number 26 when the Corps of Engineers issues it. In addition, you should get any other federal, state
or local permits before you go ahead with your project including (but not limited to) Sediment and Erosion Control,
Coastal Stormwater, Non-Discharge and Water Supply Watershed regulations. Also this approval will expire when the
accompanying 404 or CAMA permit expires unless otherwise specified in the General Certification.
This approval is only valid for the purpose and design that you described in your application. If you change your
project, you must notify us and you may be required to send us a new application for a new certification. If the property is
sold, the new owner must be given a copy of the Certification and approval letter and is thereby responsible for complying
with all conditions. If total wetland fills for this project (now or in the future) exceed one acre, compensatory mitigation
may be required as described in 15A NCAC 2H .0506 (h). For this approval to be valid, you must follow the conditions
listed in the attached certification.
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, P.O. Box 27447, Raleigh,
N.C. 276 1 1-7447. 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 Domey at 919-733-1786.
Since%ly,
T. tevens
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Asheville Field Office
Asheville DWQ Regional Office
Mr. John Domey
Central Files
990731.1tr
Division of Water Quality - Non-Discharge Branch
4401 Reedy Creek Rd., Raleigh, NC 27607 Telephone [phone]
FAX [phone]
An Equal Opportunity Affirmative Action Employer - 50% recycled/1 0% post consumer paper

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STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
JAMES B. HUNT JR.
GOVERNOR
Mr. Steve Chapin
US Army Corps of Engineers
151 Patton Avenue, Room 143
Asheville, NC 28801-5006
July 6, 1999
Subject: Nationwide Permit # 26
SR 1424, Johns River Road
Burke County
Dear Mr. Chapin:
DA D.T. MCCOY
SECRETt?It1'

I am attaching a straight line diagram with erosion control plan, a completed
DWQ application form, and a county map section relative to the paving of SR
1424, Johns River Road, in Burke County.
Johns River Road is presently 14-16 feet wide. We plan to pave the road
20 feet wide and increase the typical section. The typical section is also
attached. Grading will be moderate to heavy. The project begins at SR 1438
and continues in a northerly direction for a distance of 4.54 miles.
We propose to extend culverts in unnamed tributaries into Johns River at
survey stations 0+50, 17+50, 29+15, 57+65, 75+15, 81+05, 95+90, 105+90,
124+75, 143+40, 153+25, and 233+25 (see attached culvert information sheet).
At these locations, we will maintain upstream and down stream pre-construction
channel widths and depths for bedload self-scouring and aquatic life migration.
We will preserve indigenous plants where practical for planting along the stream
banks. We will utilize mats to line the disturbed stream banks. We will also use
natural substrate to line the bed of the disturbed channel.
Route 1, Box 169C, Marion, North Carolina, 28752
T? w
Mr. Steve Chapin
Page 2 - SR 1424, Burke County
July 6, 1999
By copy of this letter, we request Mr. Joe Mickey, North Carolina Wildlife
Commission Mountain Region Coordinator, to comment directly to you
concerning the 404-permit request. A request for a temporary encroachment in
the twenty-five foot buffer zone will be made to the Department of Environment
and Natural Resources at a later date.
By copy of this letter, we are asking W. Neil Trivette, Area Roadside
Environmental Engineer, to comment on the above project.
By copy of this letter, I am also sending seven (7) copies of this application
package to the Division of Environmental Management.
Your earliest consideration for this request would be appreciated. If any
further information is needed, please advise.
Cordially,
Stephen A. Moore, P. E.
District Engineer
District 1, Division 13
SAM/grw
Attachments
cc: Mr. W. D. Smart, P. E.
Mr. E. D. Zimmerman
Mr. W. Neil Trivette
Mr. Joe Mickey
Mr. John Dorney
Route 1, Box 169C, Marion, North Carolina, 28752
DWQ ID: - CORPS ACTION ID: _
NATIONWIDE PERMIT REQUESTED (PROVIDE NATIONWIDE PERMIT #) 26_
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 (D
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: North Carolina Department of Transportation
2. MAILING ADDRESS: Route 1 Box 169C
SUBDIVISION NAME
CITY: Marion STATE: NC ZIP CODE: 28752
PROJECT LOCATION ADDRESS, INCLUDING SUBDIVISION NAME (IF DIFFERENT FROM
MAILING ADDRESS ABOVE):
3. TELEPHONE NUMBER: (HOME) (WORK) 828-652-3344
4. IF APPLICABLE: AGENTS NAME OR RESPONSIBLE CORPORATE OFFICIAL, ADDRESS,
PHONE NUMBER:
Stephen A. Moore, P. E.
District Engineer
Route 1, Box 169C
Marion, North Carolina 28752
5. LOCATION OF WORK (PROVIDE A MAP, PREFERABLY A COPY OF USGS TOPOGRAPHIC MAP
OR AERIAL PHOTOGRAPHY WITH SCALE):
COUNTY: Burke - NEAREST TOWN: Morganton
SPECIFIC LOCATION (INCLUDE ROAD NUMBERS, LANDMARKS, ECT.) SR 1424, Johns River
Road, from SR 1438, northerly for 4.54 miles.
6. IMPACTED OR NEAREST STREAM/RIVER: Johns River RIVER BASIN: Catawba River
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)? YESX NO ? IF YES, EXPLAIN: _
(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 (SEEPAGE 7 FOR LIST OF
COASTAL COUNTIES), WHAT IS THE LAND USE PLAN (LUP) DESIGNATION? _
8. (a) HAVE ANY SECTION 404 PERMITS BEEN PREVIOUSLY REQUESTED FOR USE ON THIS
PROJECT? YES F? 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 Q NO X IF YES, DESCRIBE ANTICIPATED WORK:
9. (a) ESTIMATED TOTAL NUMBERS OF ACRES IN TRACT OF LAND: 28 acres
(b) ESTIMATED TOTAL NUMBER OF ACRES OF WETLANDS LOCATED ON PROJECT SITE:
1 acre
(a) NUMBER OF ACRES OF WETLANDS IMPACTED BY THE PROPOSED PROJECT BY:
FILLING: 0.3 EXCAVATION: 0
FLOODING: 0 OTHER : 0
DRAINAGE : 0 TOTAL ACRES TO BE IMPACTED: 0.3
(b) (1) STREAM CHANNEL TO BE IMPACTED BY THE PROPOSED PROJECT (IF RELOCATED,
PROVIDE DISTANCE BOTH BEFORE AND AFTER RELOCATION:
LENGTH BEFORE: 390 FT AFTER: 720 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:
11. IF CONSTRUCTION OF A POND IS PROPOSED, WHAT IS THE SIZE OF THE WATERSHED
DRAINING TO THE POND? WHAT IS THE EXPECTED POND SURFACE AREA?
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,
pave and erosion control SR 1424, Johns River Road, from SR 1438 for 4.54 miles. We propose to extend
culverts in unnamed tributaries to Johns River at survey stations 0+50, 17+50, 29+15, 57+65, 75+15,
81+05, 95+90, 105+90, 124+75, 143+40, 153+25, and 233+25 ( see attached culvert information sheet). _
13. PURPOSE OF PROPOSED WORK: To provide a safety paved road to the traveling public
14. STATE REASONS WHY IT IS BELIEVED THAT THIS ACTIVITY MUST BE CARRIED OUT IN
WETLANDS (INCLUDE ANY MEASURES TAKEN TO MINIMIZE WETLAND IMPACTS)
Existing length of pipe not adequate for proposed typical section. Usual measures such as rip-rap, silt
fences and check dams to minimize impact.
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:
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 _.
17. DOES THE PROJECT INVOLVE AN EXPENDITURE OF PUBLIC FUNDS OT THE USE OF
PUBLIC (STATE) LAND? YES NO X? (IF NO, GO TO 16)
(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 E]
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 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? Woodland
(f) IF APPLICABLE, WHAT IS PROPOSED METHOD OF SEWAGE DISPOSAL?
SIGNED AND DATED AGENT AUTHORIZATION LETTER, IF APPLICABLE.
NOTE: WETLANDS OR WATERS OF THE US MAY NOT BE IMPACTED PRIOR TO:
I. 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
PROQRAM,_..
July 6, 1999
OWNER'S/AGENT'S SIGNATURE DATE
I.
(AGENT'S SIGNATURE VALID ONLY
IF AUTHORIZATION LETTER FROM
THE.OWNER IS PROVIDED).

SHEET 1 OF 1
SR 1424, Johns River Road
Bu rke County
Culvert Information
EXISTING PROPOSED
CULVERT CULVERT EXTENSION
STATION LENGTH LENGTH LENGTH
0+50 69x36" 60'
17+50 30'x24" 60'x24" 30'
29+15 20'x24" 60'x 24" 40'
57+65 30'x24" 60'x24" 30'
75+15 30'x15" 60'x24" 30'
81+05 60'x30" 60'x30" 0
95+90 30'x24" 60'x24" 30'
105+90 30'x60" 60'x60" 30'
124+75 30'x24" 60'x24" 30'
143+40 40'x18" 60'x18" 20'
153+25 30'x18" 60'x18" 30'
233+25 72"x60"x60' 72"x60"x60' 0
TOTALS 390' 720' 330'
_
81°45' ?433000m E 434
35'52130'
397(1000m.(J h C1? V?•'\ e? i Cr }} / \ L
`.. n.
• I Perkins
vi e Q.; ,o\\-_
3969 ? . ? ? o /„ ? ? ? ' •`,, do
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77
3968
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3067
1032
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77-
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39
64
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o it
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t ? ? 111 ? i? w i ?? ?. i „ ? •11?.? ??-?? ? r, tig
3974
.?Ada??-
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77
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3972
000
00"
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1321
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3971
1070 \ o / 0.? \\\\\??Cr 1 ,
L 0 W E R ? ,? ??? ?• ? /366
/.. „moo ?; ?.?' , • ?(- ? ? ??1, '\ ? r• ? ; ?'? v_r ? ?? ?._ ?r .:? ?lr-,
433 1 1 190000 FEET 435 42'30" "37
81 °45'
Mapped, edited, and published by the Geological Survey
Control by USGS, USC&GS, and USFS 1
Topography from aerial photographs by photogrammetno methods Mn ,nrV) n
SECONDARY ROAD PAVING PROJECT
SHEET 1 OF -S7
COUNTY: Burke TOWNSHIP: Lower Creek
PROJECT: SR 1424, John's River Road LENGTH: 23,982 feet, 4.54 miles
WORK TYPE: grade, drain, base,-pave, erosion control RURAL PRIORITY #: 11
LOCATION: From SR 1438 northerly for 4.54 miles SUBD/RESID. PRIORITY #:
R/W WORK ORDER NO: 6.852109T CONSTRUCTION W. O. NO. 6.852109T
DATE: 3/23/99 SCALE: 1"=50' DRAWN BY: DGM
NOTES AND PROVISIONS PERTAINING TO STRAIGHT LINE DIAGRAM
1. Assigned right of way agent needs to verify all property owners. Property owners shown on
the straight line diagram are taken from tax maps only.
2. Fences to be moved off the right of way and reset off right of way by the Department of
Transportation crews. Any new materials, posts, wire, etc.. to be supplied by the property
owner.
3. Existing asphalt or concrete drives to be tied in with asphalt if the existing driveway is
within 20 feet of proposed centerline. See any exceptions on straight line diagram.
4. Driveway pipes to be furnished and installed as needed by Department of Transportation
crews in existing driveways.
5. Existing water lines, sewer lines, drain lines, etc., under road project to be adjusted by
Department of Transportation as needed during construction. Property owners to supply
all materials and release Department of Transportation from any liability.
6. Underground utility lines to be located by owner. Lines to be adjusted by owner as needed,
otherwise retain.
7. Note proposed right of way markers shown on straight line diagram.
8. Please inform property owners that cuts and fills could exceed proposed right of way. Z1Z2??
9. The erosion plan should be used for erosion control purposes only.
r19
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N1 C.
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Page 1
Sheet -? ci- --,
`' ? 1 ) Jam,
PROJECT S R 24
COUNTY U Y
R/W
TYPICAL SECTION
5a '
R/W
Pavement
/)V-PER FT. SLOPE
i
A. FILL SLOPE.
B. SHOULDER SLOPE
C. DITCH SLOPE
D. CUT SLOPE.

?' ? ?? ? ? 1 /:1 SLOPF
ABC Ccrnpacted
AEC Loose
TONS (DRIVES).
TONS (EiPT'ERS • )
TCNS (ROAD)
TONS (TOTAL)
STONE BY
5nee>r ?l
FULL SUPERELEVATION ?C OF PAV'7. IS PROFILE ORAOE
FLU. SUPERELEVATION
I
- SECTION-EE
2/3 SUPERELEVATION I 213 SUPERELEVATION
I P.C. OR P.T.
SECTION-DD
SUPERELEVATION I NORMAL CROWN
NORMAL DOWN r .
i
SECTION-CC
LEYEL NORMAL CROWN
SECTION-BB
iaMAL CROWN--\ I IRMAL CROWN
SE TION-AA
STANDARD METHOD FOR OBTAINING SUPERELEVATION
2 LANE PAVEMENTS
Ideally, 2/3 of superelevation is obtained at P. C. or P. T.
as shown on Section - DD
Example: if maximum supereltor ooint•of-0tangent is p+r04-.Od n
P
at the point of curve
06 x 2/3= .04
Superelevation for 18' Pavement
02 0.4' E.P. to E.P.
.
04 0.7' E.P. to E.P.
.
06 1.1' E.P. to E.P.
.
.08 1.4' E.P. to E.P.
Normal Crown -0.2
Sheet 4 of .5-7
EROSION CONTROL PLAN! SHEET

Generally, the order of installation of the erosion control measures will be
as follows:
Temporary silt basins shall be installed before clearing and
grubbing begins.
Silt fences and temporary silt ditches shall be installed after
clearing and before grading.
Temporary stone ditch checks shall be installed as soon as
ditch line is established.
Pipe outlet and inlet protection will be done as soon as the
pipe is installed.
Seeding and other permanent erosion control measures are
to be implemented as soon as practical.
Temporary rock silt checks (type B) will be spaced as required
by percent of grade as described on page VI-16 in the Erosion
and Sedimentation Guidelines.
No. 5 stone, or equivalent, will be used in conjunction with
temporary rock silt check Type-B in locations where water is
leaving the project or entering a pipe.
Silt basin (Type B) are designed for 1200 cubic feet per acre every storm
event and cleaned out when half full.
RO?-K -LT CHECKS - OUTLET OF
Qf : rock Q+ +he- ou+let end -Fo bp- 3 'fimes h+h e jwnae er
(W?dth
::. of the pipe and io pere? Into exU5+1 d If.c
m Sheets °r 1
S rN? jiTLN 1 '
T2 /2 . /g
r- ------ - --
------
• J

,?? ;-2 11-1.2
I ? I
SHEET-$-OF--!E
DESIGN FOR SILT BASIN
1200 CUBIC FEET PER ACRE
CHECKED EVERY STORM EVENT AND CLEANED OUT WHEN HALF FULL
NOT TO SCALE
4
SILT BASIN - 1
(S. B. 7 )
>
2'
LENGTH OF DISTURBED AREA 100'
r
SILT BASIN - 2
(S. B.14 )
2'
::,--6?
SILT BASIN - 3
(S. B. 21 )
6
2'
SILT BASIN - 4
( S. B. 28 )
LENGTH OF DISTURBED AREA 200'

LENGTH OF DISTURBED AREA 300'

LENGTH OF DISTURBED AREA 400'

. I
EROSION CONTROL
DETAILS AND
SPECIFICA TIONS
Std, '. criQtion
245.03 Temporary Silt Ditch

245.05 --------------
Temporary Diversion
893.01 Temporary Silt Fence
...................... ________
890.05 Temporary Slope Drain with Earth Berm F- ?--
245.01 Silt Basin Type A
.................................

------

245.02
Silt Basin Type B -------
892.04 Temporary Rock Silt Check Type-A -----------
895.10 Temporary Rock Silt Check Type-B ------------
892.01 Temporary Rock Sediment Dam Type-A
892.02 Temporary Rock Sediment Dam Type-B ___
°
897.01 Rock Pipe Inlet Protection .6 .,.

94.01 .........................

........................................
Rock Silt Screen eie Rio -__
e? o
0 0

------------
245.04 Stilling Basin
Rock Inlet Protection:
896.01 Type A ............................... A E3-- OR ----
1
896.02 Type B ............................... B OR -- B
?? .. ? -_---
896.03 Type C .. .. C ) ----

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-------------
SR
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PROJECT STA,oiw t SR1438
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SHEET 52 OF 57
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CMMOTTE. IN'C. 28201
216
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SR. 1424 OLD JOHN RIVER RD.
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SR. 1424 OLD JOHN RIVER RD.
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LE?OR. NC. 28645
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SR. 1424 OLD JOHN RIVER RD.
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DB. 888, PG. 767,' 83
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CFwA LoT'TE, lac. 28201
236
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SR. 1424 OLD JOHN RIVER RD.
SHEET 57 OF 57
PfWECT STA239+82 ;-SR 144
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239
SR 14241 John's River Road: begin project at survey station 0+00
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station 239+82 in the centerline of SR 1405.
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