19990638 Ver 1_Complete File_19990609

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
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NC ENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
June 23, 1999
Burke County
DWQ Project # 990638
APPROVAL of 401 Water Quality Certification
Stephen Moore
NC DOT
Route 1 Box 169Cb
Marion, NC 28752
Dear Mr. Moore:
You have our approval, in accordance with the attached conditions, for the purpose of paving SR 1263, as you
described in your application dated June 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 send us 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 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 N. For this approval to be valid, you must follow the conditions listed in the attached certification. This
approval shall expire when the corresponding Nationwide Permit expires or as otherwise provided in the General
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 y,
tevens
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Asheville Field Office
Asheville DWQ Regional Office
Mr. John Domey
Central Files 990638.1tr
Division of Water Quality • Environmental Sciences Branch
Environmental Sciences Branch, 4401 Reedy Creek Rd, Raleigh, NC 27607 Telephone [phone] FAX # [phone]
An Equal Opportunity Affirmative Action Employer 9 50% recycled/10% post consumer paper
STATE OF NORTH CAROLINA r;
DEPARTMENT OF TRANSPORTATION'
JAMES B. HUNT JR. DA OY
GOVERNOR ACTING 1 A\RY
June 2, 1999
Mr. Steve Chapin
US Army Corps of Engineers
151 Patton Avenue, Room 143
Asheville, NC 28801-5006
Subject: SR 1263, Simpson Creek Road
1998-1999 Paving Project
Burke County
Dear Mr. Chapin:
I am attaching a straight line diagram with erosion control plan, a completed
Division of Water Quality application form, and a county map section relative to
the paving of SR 1263, Simpson Creek Road in Burke County.
Simpson Creek Road is presently 14-18 feet wide. We plan to pave the
road 18 feet wide and increase the typical section. The typical section is also
attached. Grading will be moderate to heavy. The project begins at NC 181 and
continues in a westerly direction for a distance of 0.67 miles.
We propose to place 60' of 24" pipe at survey station 13+08 and 60' of 24"
pipe at survey station 23+65. 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
Mr. Steve Chapin
Page 2 - SR 1263, Burke County
June 2, 1999
By copy of this letter, we request Joe Mickey, North Carolina Wildlife
Commission Mountain Region Coordinator, to comment directly to you
concerning the permit request.
By copy of this letter, I am sending seven (7) copies of this application
package to the Division of Water Quality.
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. 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 O
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: AGENT'S 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 1263, Simpson Creek
Road, from NC 181 for 0.67 miles.
6. IMPACTED OR NEAREST STREAM/RIVER: Simpson Creek, 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 ? 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 ? 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 X IF YES, DESCRIBE ANTICIPATED WORK:
9. (a) ESTIMATED TOTAL NUMBERS OF ACRES IN TRACT OF LAND: 4 acres
(b) ESTIMATED TOTAL NUMBER OF ACRES OF WETLANDS LOCATED ON PROJECT SITE:
0 acres
(a) NUMBER OF ACRES OF WETLANDS IMPACTED BY THE PROPOSED PROJECT BY:
FILLING: 0 EXCAVATION: 0
FLOODING: 0 OTHER : 0
DRAINAGE : 0 TOTAL ACRES TO BE IMPACTED: 0
(b) (1) STREAM CHANNEL TO BE IMPACTED BY THE PROPOSED PROJECT (IF RELOCATED,
PROVIDE DISTANCE BOTH BEFORE AND AFTER RELOCATION:
LENGTH BEFORE: 60 FT AFTER: 120 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:
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 1263, Simpson Creek Road, from NC 181 for 0.67 miles. We propose to
place 60' of 24" pipe at survey station 13+08 and 60' of 24" pipe at survey station 23+65. _
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 XF? (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 0 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 PERMANENT) ON THE PROPERTY MUST BE SHOWN ON
THE MAP. MAP SCALES SHOULD BE 1 INCH EQUALS 50 FEET OF I 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:
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,
June 2, 1999
OWNER'S/AGENT'S SIGNATURE DATE
(AGENT'S SIGNATURE VALID ONLY
IF AUTHORIZATION LETTER FROM
THE OWNER IS PROVIDED).
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SECONDARY ROAD PAVING PROJECT
SHEET 1 OF / 6
COUNTY: Burke TOWNSHIP: Upper Creek
PROJECT: SR 1263, Simpson Creek Road LENGTH: 4,342 feet 0.82 miles
WORK TYPE: grade, drain, base, pave, erosion control RURAL PRIORITY M 14
LOCATION: From NC 181 for 0.82 miles SUBD/RESID. PRIORITY M
R/W WORK ORDER NO: 6. 852486 CONSTRUCTION W. O. NO.
DATE: 3/30/99 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.
9. The erosion plan should be used for erosion control purposes only. ti
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Page 1
• PROJECT R l26 3
COUNTY 12 v r <<? --
R/W
TYPICAL SECTION
R/W
Pavement

/:/ SLOPF
Y(1
PER FT. SLOPE
2 ABC Compacted
A. FILL SLOPE. ABC Loose
8. SHOULDER SLOPE TONS (DRIVES).
-? TONS ( INTERS . )
C. DITCH SLOPE i TONS (ROAD)
D. CUT SLOPE. TONS (TOTAL)
STONE BY
I Flll SUPERELEVATIO r f OF PAY-T. IS PROFILE GRADE
Flu SUpERELEYATION
. I
SECTION-EE
2/3 SUPERELEYATION I 2/3 SUPERELEYATION
P. C. OR P. 1.
I
SECTION-DD
SUPERELEVATION = I NDR44 CROWN
NORMAL CROWN
SECTION-CC
NORMAL CROWN
' LEYEL----?
-NORMAL CROWN I IORMAL CROWN
I
SECTION-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 superel vation is +.0 f-006, the isp+r04ev04ion
at the point of curve point
.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 /6
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 6) 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.
R-O-?_ CHECKS - OUTI
(w?d+h of-rock Q? +he ou+,letend
of t he .F:?pe and -?Qpe Pe Into
- Mid
.ET OF PIPE
-}-o b e 3 -f Imes ?-h e ??om?f-er
ex?s?-t ^? g d f f.c h
Sheets ? T 16
RR -/8
------- EXIST/NG IJ/TCH
- - -. . _ ---- -- - - - - - - - 3C" CSP
21
'7
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SHEET_ 6 OFD
DESIGN FOR SILT BASI
1200 CUBIC FEET PER ACRE
CHECKED EVERY STORM EVENT AND CLEANED OUT WHEN HALF FULL
NOT TO SCALE
2'
SILT BASIN - 1
(S. B. 7 )
2'
>:,---6?
2'
SILT BASIN - 3
(S. 6.21 )
6
2'
LENGTH OF DISTURBED AREA
r
LENGTH OF DISTURBED AREA
r
LENGTH OF DISTURBED AREA
7
100'
200'
300'
SILT BASIN - 4 LENGTH OF DISTURBED AREA 400'
(S. B. 28 )
SILT BASIN - 2
(S. B.14 )
%4 4
EROSION CONTROL
DETAILS A ND
SPECIFICATIONS
,r
Std.
245.03 Temporary Silt Ditch .............................. TSD ---
245.05 Temporary Diversion ........ ,? ---`
893.01
......................
Temporary Silt Fence --------'
.
890.05 Temporary Slope Drain with Earth Berm •,•,•,.,.. ________ ;
245.01 Silt Basin Type A ......................... ........ -0 -----------
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 Ty pe-A ............ _--
892.02 Temporary Rock Sediment Dam Ty pe-B ,-• ________--- .
897.01 Rock Pipe Inlet Protection ............ .............
°
894.01 Rock Silt Screen ...........................
-----------
..............
245.04 Stilling Basin
-----
-•••-•-•••--••••-----
Rock Inlet Protection:
A
AEI OR --A) -----
896.01

...
...............................
Type
---•-----•• ................
B B •- OR •• B -----
896.02 .....
Type
C -- OR --C) ----
896.03 Type .........

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