19990771 Ver 1_Complete File_19990721

t ?, n
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
August 8, 1999
Rutherford County
DWQ Project # 990771
Approval of 401 Water Quality Certification
Roger Bryan
NC DOT
PO Box 3279
Asheville, NC 28802
Dear Mr. Bryan:
You have our approval, in accordance with the attached conditions, to place fill material in 0.01 acres of
water for the purpose of paving SR 1728, as you described in your application dated July 21, 1999. After
reviewing your application, we have decided that this fill is covered by General Water Quality Certification
number 3108. This Certificate 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 permit before you go ahead with your
project including (but not limited to) Sediment and Erosion, Coastal Stormwater, Non-Discharge and Water
Supply Watershed regulations. Also this approval will expire when the accompanying 404 or CAMA 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 wit 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. 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 Statues to the Office of Administrative Hearings,
PO Box 27447, Raleigh, NC 276 1 1-7447. This Certification and its conditions are final and binding unless you
ask for 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 919-733-9646.
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
Sincerely,
)p?Kerr T. Stevens
Division of Water Quality Envirohmental Sciences Branch
Enviro. Sciences Branch, 4401 Reedy Creek Rd., Raleigh, NC 27607 Telephone [phone] FAX # [phone]
An Equal Opportunity Affirmative Action Employer • 50% recycled/10% post consumer paper

Cc: Wilmington Corps of Engineers
Corps of Engineers Asheville Field Office
Asheville DWQ Regional Office
John Dorney
Central Files 990771.990771
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STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
JAMES B. HUNT JR. DAVID,CCOY
GOVERNOR
PO BOX 3279, ASHEVILLE,NC 28802
July 16, 1999
Mr. Steve Chapin
US Army Corps of Engineers
151 Patton Avenue, Room 143
Asheville, NC 28801-5006
Subject: Nationwide Permit #26
SR 1728, North Fork Road
Rutherford County, NC
Dear Mr. Chapin:

c=.

I have enclosed a straight line diagram with erosion control plan, a PCN application for
NWP #26, and a location map relative to the paving project on SR 1728, North Fork
Road, Rutherford County, NC.
North Fork Road is currently a 14-16 foot wide gravel road. Division of Highways plans
to pave the road 20 feet wide and increase the typical section. Grading will be light to
moderate. No changes of the typical sections at Bridge # 200 and #201 are planned. The
project starts at the intersection of SR 1728 and NC 226 and proceeds northerly for 1.32
miles.
We propose to extend culverts on unnamed tributaries of North Fork at survey stations
20+25, 23+70, 23+97, and 57+30 (see attached culvert sheet). The total distance of
culvert extensions within surface waters will be 122 linear feet. Existing channel
morphology will be maintained upstream and downstream of the culverts to facilitate
movements of aquatic organisms. Riparian vegetation will be reestablished along
disturbed areas associated with culvert extensions. Natural substrates will be placed in
disturbed channels following placement of culverts.
By copy of this letter, we request Mr. Mark Davis, North Carolina Wildlife Resources
Commission Mountain Region Coordinator, to comment directly to the Corps concerning
the permit request. A request for encroachment in the twenty-five foot buffer zone from
survey stations 30+50 to 33+30 and from 59+40 to 60+70 will be made to NC DENR
Land Quality at a later date.
` Mr. Steve Chapin
Page 2 - SR 1728, Rutherford County
July 16, 1999
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 forwarding seven(7) copies of the application package to John
Dorney, NC DENR, Division of Water Quality, 401/Wetland Unit for review.
Your earliest consideration for this request would be greatly appreciated. If you have any
questions or information needs, please contact me at [phone].
Sincerely,
Roger D. Bryan
Division 13 Environmental Officer
Enclosures
cc: Bill Smart, P.E.
Stephen A. Moore, P.E.
G.R. Spangler
Neil Trivette
Mark Davis
John Dorney
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 (7)
COPIES MUST BE SENT TO THE NC DIVISION OF WATER QUALITY,
ATTN: JOHN DORNEV, 4401 REEDY CREEK ROAD, RALEIGH, NC
27607. PLEASE PRINT OR TYPE.
1. OWNER'S NAME: N.C. Department of Transportation
2. MAILING ADDRESS: P.O. Box 3279
SUBDIVISION NAME
CITY: Asheville, STATE: NC ZIP CODE: 28804
PROJECT LOCATION ADDRESS, INCLUDING SUBDIVISION NAME (IF DIFFERENT FROM
MAILING ADDRESS ABOVE):
SR 1728, North Fork Road, Rutherford County, NC
3. TELEPHONE NUMBER: (HOME) (WORK) [phone]
4. IF APPLICABLE: AGENT'S NAME OR RESPONSIBLE CORPORATE OFFICIAL, ADDRESS,
PHONE NUMBER:
5. LOCATION OF WORK (PROVIDE A MAP, PREFERABLY A COPY OF USGS TOPOGRAPHIC MAP
OR AERIAL PHOTOGRAPHY WITH SCALE):
COUNTY: Rutherford - NEAREST TOWN: Dysartsville
SPECIFIC LOCATION (INCLUDE ROAD NUMBERS, LANDMARKS, ECT.) SR 1728, North Fork Rd
IMPACTED OR NEAREST STREAM/RIVER: North Fork RIVER BASIN: Broad River
6. (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 X NO ? IF YES, EXPLAIN: North Fork is Class C - 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
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: 8.0
(b) ESTIMATED TOTAL NUMBER OF ACRES OF WETLANDS LOCATED ON PROJECT SITE:
0.02
10. (a) NUMBER OF ACRES OF WETLANDS IMPACTED BY THE PROPOSED PROJECT BY:
FILLING: 0.01 EXCAVATION:
FLOODING: OTHER :
DRAINAGE : TOTAL ACRES TO BE IMPACTED: 0.01
(b) (1) STREAM CHANNEL TO BE IMPACTED BY THE PROPOSED PROJECT (IF RELOCATED,
PROVIDE DISTANCE BOTH BEFORE AND AFTER RELOCATION:
LENGTH BEFORE: 122 FT AFTER: FT
WIDTH BEFORE (based on normal high water contours): 3 FT
AVERAGE DEPTH BEFORE: 0.3 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? 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 1 I DRAWINGS ONLY)
Grade drain base, pave, and erosion control measures for SR 1728 (North Fork Road). We propose to
extend culverts in unnamed tributaries to the North Fork at survey stations 20+25, 23+70, 23+97, and
57+30 (see attached culvert sheet) Mechanical equipment will include backhoe graders, trucks, and paving
machinery.
13. PURPOSE OF PROPOSED WORK: To provide a safe 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 is not adequate for proposed typical section Work in the vicinity of streams will be
performed from the existing roadbed whenever Rossible Erosion control measures will be placed to
minimize impacts to the aquatic ecosystems.
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: N/A
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 N/A.
17. DOES THE PROJECT INVOLVE AN EXPENDITURE OF PUBLIC FUNDS OT THE USE OF PUBLIC
(STATE) LAND? YES X NO E:] (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 X
(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 I INCH EQUALS 100 FEET
OF THEIR EQUIVALENT. Wetland areas located at stations 20+25 and 23+70 (see straight line
diagram).
(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 and pasture
(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
PWGRAM
f? h-,1 C
OWNEVS/AGENT'S VGNATURE 15ATE
(AGENT'S SIGNATURE VALID ONLY
IF AUTHORIZATION LETTER FROM
THE OWNER IS PROVIDED).
p n ? ?, 160 _' ?on __ _-
1
11. I ?4 0 • t
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'4 130 \• ? /O 200
•? .71 I! ,,i" '-\ ,r, ?-' t _ X11 II ??? :-?~ "?
42
?` y ,°?? • P? ( ND PROJECT _
LX/' 06 1728 it
START PROJECT
?, ?
1 19
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11 8
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128 47'30" 129 130 INTERIOR GEOLOGICAL SURVEY, RESTON, VIRGINIA-1996 81
131000m.E.
Location Map: SR 1728, North Fork Road, Rutherford County, NC. (Dysartsville
Quadrangle, Scale 1:24000)
Proposed Culvert Extensions
on Surface Waters
SR 1728, North Fork Road
Rutherford County, NC
Survey Station Existing Culvert (ft) Proposed Culvert (ft) Extension(ft)
20+25 30 60 30
23+70 34 60 26
23+97 34 60 26
57+30 20 60 40
Total Extensions 122 ft
SECONDARY ROAD PAVING PROJECT
SHEET 1 OF 22
R/W WORK ORDER NO: 6.892511 CONSTRUCTION W. O. NO.
SCALE: 1"=50' DRAWN BY: DGM
DATE: 4/23/99
COUNTY:
Rutherford
SR 1728, North Fork Road
TOWNSHIP: Golden Valley
LENGTH: 6,960 feet, 1.32 miles
RURAL PRIORITY #: 19
SUBD/RESID. PRIORITY #:
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.
PROJECT:
WORK TYPE: grade, drain, base, pave, erosion control
LOCATION: From NC 226 for 1.32 miles
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.
C ro IvN
C 6,v,
]ro f

Page 1
N . 'Fo r I? R o?
PROJECT
COUNTY vz ``
R/W
TYPICAL SECTION
R/W
1
jjjl? L+
I I Pavement
?' 6,? !:1 SLOPF
I?
PER FT. SLOPE
) )2 , AK Cc rimacted
A. FILL SLOPE. « ABC Loose
STONE BY
8. SHOULDER SLOPE ..
-
TONS (DRIVES).
TONS (INTERS.)
C. DITCH SLOPE . . . TONS (ROAD)
NS (TOTAL)
T
D. CUT SLOPE. O
Sheet 2 of ;Z.,Z
Sheet 3 of -'g
FULL SUPERELEYA7IUN ?k OF PAFU FULL SUPERELEVATO
I
SECTION-EE
2/3 SUPERELEVATION I .2/3 SUPERELEVATION
I P. C. OR P.T.
SECTION-DD
SUPERELEVATION = I NORMAL CROWN
NORMAL CROWN
SECTION-CC
LEVEL NORMAL 'CROWN
SECTION-BB
iMMAL CROWN I --NORMAL 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 superelevation
at the point of curve or
.06 x 2/3= .04
is +.06-06, the superelevation
point of tangent is +.04-.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 ?a
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 VIA 6 in the Erosion
and Sedimentation Guidelines.
No. 5 stone, or equivalent, will be used in conjunction hWwith is
temporary rock silt check Type-B in to
leaving the project or entering a pipe.
Silt basin (Type E) are designed for 1200 cubic feet per acre every storm
event and cleaned out when half full.
RO_ SL_Li ?hc???
-- --? - r he o??le.-? end ,,-o b e 3 • f?Mes -f-h e ?jarnefer
(WIdth o , roc, k cl
- .tQpe.red ?n'-o exisf?N9 d ?fch) s - . z
of.the .Pipe and
m/? Sheet- or
--------------- ----------
-
- -------- ----- -
- - n;
zl? 48
SHEET-?JOF 2
FOR SILT BASIN_
1200 CUBIC FEET PER ACRE
CHECKED EVERY STORM EVENT AND CLEANED OUT WHEN HALF FULL
NOT TO SCALE
3 14,
21
SILT BASIN - 1
(S. B.7 )
>--
2'
LENGTH OF DISTURBED AREA 100'
SILT BASIN - 2
(S. B.14 )
2'
SILT BASIN - 3
(S. B. 21 )
6
2'
r
LENGTH OF DISTURBED AREA 200'
7'
LENGTH OF DISTURBED AREA 300'
7
SILT BASIN - 4 LENGTH OF DISTURBED AREA 400'
(S. B. 28 )
EROSION CONTROL
SPECIFICATIONS
Std. Descri Lott
a= b_Q L
245.03 Temporary Silt Ditch .................. ............
Temporary Diversion - ---

893.01 Temporary Silt Fence --------
.05
890
..........
Temporary Slope Drain with Earth Berm `-' `-
? --------
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 ............
02
892 Temporary Rock Sediment Dam Type-B ... :D
.
897.01 Rock Pipe Inlet Protection I
•----•------ e, Va ---
? a
894.01 Rock Silt Screen ...................... .............
245.04 Stilling Basin -------------------------- --------------------------- -----
Rock Inlet Protection:
A I
A' OR - A
----
896.01 ............................
Type ...

B OR B
896.02 Type
----•• j
C
T .... C ? ' OR • C)
----
896.03 ...........................
ype
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