20010476 Ver 1_Complete File_20010402

Michael F. Easley
F WArFR Governor -
?0
QG William G. Ross, Jr., Secretary
O
?
Department of Environment and Natural Resources
Kerr T. Stevens
Division of Water Quality
4 'C
April 11, 2001
DWQ# 01-0476
Burke County
Roger D. Bryan, Division 13
N.C. Department of Transportation
post office Box 3279
Asheville, NC 28802
APPROVAL of 401 Water Quality Certification
Dear Mr. Bryan:
You have our approval, in accordance with the attached conditions, to impact 20 linear
l cation t of vtre by the in your
rece order to extent an existing culvert at Abee Creek in Burke County,
o r application,dwe have determined that this fill is
Nationwide
Division of Water Quality on April 8, 2001. After reviewing
your ion covered by General Water Quality Certification Numb Corps 3289. f EnThis g'neeesifi Intadd tlonWy you you to should use get any other
Permit Number 14 when it is issued by the U.S. Army not limit
including
Also this Sexpedreiment
when the
and federal, state or local permits before you go ahead with your project
Erosion Control, Non-Discharge and Water Supply Watershed
accompanying 404 permit expires unless otherwise specified in the General Certification.
lication. If you change
your projThisect, you is only valid for the purpose and design that you described in your app for a new certification. If
ou must notify us and you may be required to send us a new application
royal letter and is thereby
Certification and app
the property is sold, the new owner must be given a copy of the For this approval to be
responsible for complying with all conditions. If total wetland fills for this project (now or in the future) exceed one
listed in the attached certification. 2H .0506 (h).
acre, compensatory mitigation may be
valid, you must follow the conditions
of the conditions of this certification, you may ask for an adjudicatory hearing. You
if you do not accept any P.O.
must act within 60 days of the date that you receive this letter. To ask for a
General Statutes to the OfficerlofAdministrative Hea ngswhec for
conforms to Chapter 150B of the North Carolina Box 27447, Raleigh, N.C. 27611-7447. This certification a its conditions are final and binding unless you as o
a hearing.
This letter completes the review of the Division of Water 9 73lit under Section 401 of the Clean Water Act. If
you have any questions, please telephone John Dorney a
Si rely,
S evens
Attachment
cc: Corps of Engineers Asheville Regulatory Field Office
Asheville DWQ Regional Office
Central Files
File Copy
North Carolina Division of water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
9121 Crabtree Blvd., Raleigh, NC 27604x2260 (Location)

_ 0104?6.
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY LYNDO TIPPETT
GOVERNOR
PO BOX 3279, ASHEVILLE, NC 28802
March 28, 2001
SECRETARY
Mr. Steve Lund
US Army Corps of Engineers
151 Patton Avenue, Room 208
Asheville, NC 28801-5006
Subject: Nationwide Permit #14
SR 1797, St. Johns Church Road
Burke County, NC
`401 1&%W
047.E
Dear Mr. Lund:
I have enclosed a straight-line diagram with erosion control plan, a PCN application for {? m
NWP #14, and a location map relative to the proposed paving project on SR 1797, St. ?rri
Johns Church Road, Burke County, NC.
St. Johns Church Road is currently a 10-14 feet wide gravel road. Division of Highways
plans to pave the road 18 feet wide and increase the typical section. Grading will be
light.
We propose to extend one existing culvert on Abee Creek. Total culvert extension will be
20 linear feet. Existing channel morphology will be maintained upstream and
downstream of the culvert. The culvert will be placed below existing streambed
elevation. Riparian vegetation will be reestablished along the disturbed areas associated
with the culvert extension. Stormwater will be diverted through grass-lined ditches or
vegetated buffers prior to entering streams.
No significant effect on federally listed species (threatened or endangered) or their
critical habitats is anticipated.
By copy of this letter, we request Ron Linville, North Carolina Wildlife Resources
Commission Western Piedmont Coordinator, to comment directly to the Corps
concerning the permit request.
. O
Mr. Steve Lund
Page -2 SR 1797, Burke County
March 28, 2001
By copy of this letter, we are asking W. Neil Trivette, Area Roadside Environmental
Engineer, to comment on the above project. Temporary encroachment into the buffer
zone will not be required for the project.
By copy of this letter, I am forwarding seven (7) copies of the application package to
Cynthia Van der Wiele, NC DENR, Division of Water Quality, 401 /Wetland Unit for
review and comment. A $200.00 check is enclosed for application processing. Please
forward comments directly to the Corps with copy to Division 13 Environmental Officer.
Your earliest consideration for this request would be greatly appreciated. If you have any
questions or information needs, please contact me at [phone].
Sincerely,
J
Roger D. Bryan
Division 13 Environmental Officer
Enclosures
cc: F. D. Martin, P.E.
Gary Spangler
Bruce Taylor, P.E.
Neil Trivette
Ron Linville
Cynthia Van der Wiele
Richard Silverman
Renee Gledhill-Earley
DWQ ID: CORPS ACTION ID:
NATIONWIDE PERMIT REQUESTED (PROVIDE NATIONWIDE PERMIT #) 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).
1. OWNER'S NAME: N.C. Department of Transportation
2. MAILING ADDRESS: P.O. Box 3279
SUBDIVISION NAME
CITY: Asheville STATE: NC ZIP CODE: 28802
PROJECT LOCATION ADDRESS, INCLUDING SUBDIVISION NAME (IF DIFFERENT FROM
MAILING ADDRESS ABOVE):
SR 1797, St. Johns Church Road. Burke County
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: Burke - NEAREST TOWN: Mor ae nton
SPECIFIC LOCATION (INCLUDE ROAD NUMBERS, LANDMARKS, ECT.) St. Johns Church Road is
located off of NC 18 approximately 9 miles South of Morganton.
6. IMPACTED OR NEAREST STREAM/RIVER: Abee Creek RIVER BASIN: Catawba.
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 X 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 (SEE PAGE 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: 3.4
(b) ESTIMATED TOTAL NUMBER OF ACRES OF WETLANDS LOCATED ON PROJECT SITE:
0.0
10. (a) NUMBER OF ACRES OF WETLANDS IMPACTED BY THE PROPOSED PROJECT BY:
FILLING: EXCAVATION:
FLOODING: OTHER :
DRAINAGE : TOTAL ACRES TO BE IMPACTED: 0_0
(b) (1) STREAM CHANNEL TO BE IMPACTED BY THE PROPOSED PROJECT (IF RELOCATED,
PROVIDE DISTANCE BOTH BEFORE AND AFTER RELOCATION:
LENGTH BEFORE: 20 FT AFTER: FT
WIDTH BEFORE (based on normal high water contours): 2 FT
AVERAGE DEPTH BEFORE: 0.4 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?
12. DESCRIPTION OF PROPOSED WORK INCLUDING DISCUSSION OF TYPE OF MECHANICAL
EQUIPMENT TO BE USED? (ATTACH PLANS; 81/2 BY 11 DRAWINGS ONLY)
We propose to grade drain base pave and install erosion control measures for SR 1797(St. Johns Church
Road) We propose to extend one existing culvert on Abee Creek at Station 45+20. Total additional
culvert will be 20 linear feet The culvert will be installed to insure aquatic life passage within the stream.
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)
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: 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 3/28/01.
17. DOES THE PROJECT INVOLVE AN EXPENDITURE OF PUBLIC FUNDS OR THE USE OF PUBLIC
(STATE) LAND? YES X NO ? (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 E] 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 OR FILL MATERIAL INTO
WETLANDS: N/A
(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?
(fl 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
'b PROGRAM, 3za-
'S/A6ENTS SIGNATURE DATE
(AGENT'S SIGNATURE VALID ONLY
IF AUTHORIZATION LETTER FROM
THE OWNER IS PROVIDED).
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32'30" 452 I 453 INTERIOR--GEOLOGICAL SURVEY, RESTON VR ENln-11996 g-i , 30,
Location Map: SR 1797, St. Johns Church Road, Burke County, NC (Valdese
Quadrangle, Scale 1:24000).
PROPOSED ROAD ADDITION
SHEET 1 OF 15
COUNTY: Burke TOWNSHIP: Lower Fork
PROJECT SR 1797 Ext. St. Johns Church Avenue LENGTH: 3,283 feet, 0.62 miles
WORK TYPE: grade, drain, base, erosion control
LOCATION From end of maintenance to NC 18 Division File Number: 85.0581
R/W WORK ORDER NO: 6.852486 CONSTRUCTION W. 0. NO.
DATE: 9/18/00 SCALE: 1"=50' DRAWN BY: K.E.P. '
NOTES AND PROVISIONS PERTAINING TO STRAIGHT LINE DIAGRAM
1. Driveway pipes to be furnished and installed as needed by the Department of Transportation
crews in existing drives.
2. Any asphalt or concrete drives cut off during construction of road will not be replaced.
3. Fences to be moved off right of way by property owner and not reset on the right of way. If
property owner elects not to move fence off right of way, fence will be removed by the
Department of Transportation during construction of road and not reset. 110e'to
293031 J<
4. Use erosion control plan for erosion control purposes only.
?©0r
;`'?•
'?:!l?lr ?,?0y
Page 1
ST.JOHNS CHURCH AVE
SR. 1797 EXTENSION
PROPOSED ADDITION
BURKE COUNTY
TYPICAL SECTION
45'
R/W
E
SHEET Z-OF-15
A. FILL SLOPE 1Va:1 ABC COMPACTED
B. SHOULDER SLOPE fl PER FT. ABC LOOSE
C. DITCH SLOPE 3 :1 TONS (DRIVES)
D. CUT SLOPE 1Y:1 TONS (INTERS.)
TONS (ROAD)
TONS (TOTAL)
STONE BY
1 71 7. _. I
FULL
SUPERELEVATION
L SUPERELEVATION
SECTION - EE
2/3
SUPERELEVATION
2/3 SUPERELEVATION
P. C. OR P. T.
. SECTION - DD
SUPERELEVATION =
NORMAL CROWN (--NORMAL CROWN
SECTION - CC
LEVEL NORMAL CROWN
SECTION - BB
NORMAL CROW NORMAL CROWN
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 Seotion - DD
Example: if maximum superel ovation is +,06 -.06, the superelevation
at the point of curve or point of tangent is +.04 -.04
.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 15
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 size is 9'x3'x2' for 75 feet of disturbed ditch line unless otherwise
noted.
Silt basin (Type B) are designed for 1200 cubic feet per acre every storm event
and cleaned out when half full.
Per permit conditions for Corps of Engineers and the Wildlife Resources
Commission, all pipes in streams must be buried 12" below streambed elevation.
Sheet 5 of 15
PIPE INSTALLATION NOTES
1) Install erosion control devices. In streams, where necessary, rock silt
screen will be used.
2) Remove material and existing pipe while limiting, as much as possible,
material and sediment from entering the stream and/or escaping from project.
3) Prepare pipe foundation while again taking care to limit, as much as possible
material and sediment from entering the stream and/or escaping from project.
Where possible, new grade will be below existing streambed. If needed,
bedding material will be clean stone.
4) Place the new pipe and compact backfill.
5) Install slope protection on outlet and inlet ends of pipe. Also complete
installation of erosion control measures and perform maintenance as needed
on existing measures.
6) Establish permanent vegetation as soon as possible.
DESIGN FOR SILT BASIN SHEET -E-OFJr?-
1200 CUBIC FEET PER ACRE
CHECKED EVERY STORM EVENT AND CLEANED OUT WHEN HALF FULL
NOT TO SCALE
>
9 'Ix
2
SILT BASIN - 1
(S. B. 7 )
2'
LENGTH OF DISTURBED AREA 75'
SILT BASIN - 2
(S. B.14 )
6? /lk-?
2'
SILT BASIN - 3
( S. B.21)
2'
>.--

LENGTH OF DISTURBED AREA 200'

LENGTH OF DISTURBED AREA 300'

LENGTH OF DISTURBED AREA 400'
SILT BASIN - 4
(S. B. 28 )
SHEET LOF -M
Std.
245.03
245.05
893.01
890.05
245.01
245.02
892.04
895.10
892.01
892.02
897.01
894.01
245.04
896.01
896.02
896.03
EROSION CONTROL
DETAILS AND
SPECIFICATIONS
DescriptionmbQl
Temporary Silt Ditch - - - - - - - - - - - - - - - --TM
Temporary Diversion --------------- ____' m __.? _ _
Temporary Silt Fence - - - _ _ - - _ _ _ - W---H i ------
Temporary Slope Drain With Earth Be rm ---
Silt Basin Type A ------------------
-
Silt Basin Type B ------------------ -
Temporary Rock Silt Check Type - A - ---------
Temporary Rock Silt Check Type - B > -- ---------
Temporary Rock Sediment Dam Type - A _ _ - _ - ---
Temporary Rock Sediment Dam Type - B -:) ---------
Rook Pipe Inlet Protection --------- ------ go
I
V
Rock Silt Screen __________________ ___
Stilling Basin --------------------- ------- - ® ---
Rock Inlet Protection
Type A ------------------- A? - OR - A ---
Type B ------------------- B ? - OR - B ---
Type C------------------- C ? - OR - C---
4
SHEET 8 OF 15
ROCK SILT CHECKS - OUTLET OF PIPE
(WIDTH OF ROCK AT THE OUTLET END TO BE 3 TIMES THE DIAMETER
OF THE PIPE AND TAPERED INTO EXISTING DITCH)
LP
mmfm- OEM
18' CSP
RR 18
MV
6'
EXISTING DITCH - - -
""?t# W
24' CSP
RR 24
M?
EXISTING DITCH
30' CSP
RR 30
M9N.
EXISTING DITCH 9'
36' CSP
RR 36
MAN.
EXISTING DITCH 10.5'
42' CSP
RR 42
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PROJECTJO???S_C ,2'D__EXr_ COUNTY ___------
OWNER OF POLE LINE ----------------------------.Lc
------- Sheet ---- Z?---- of

STATION
POLE DIST. FROM CENTER
PRESENT ROAD DIET. FROM CENTER
PROJECT DIST. CENTER PROJECT
AFTER MOVING

REMARKS
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PROJECT cS?cTOf?l1/S C / cQ? 4?XI_ COUNTY -----1 4ZRA?E --------------- Sheet---_i ---- Of-,
OWNER OF POLE LINE ----------------------------•--- W4T?4c ----------------------------------

OLE DIST. FROM CENTER

PRESENT ROAD

DIST. FROM CENTER
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MOVING
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EMARKS
STATION NUMBER lT. RT. LT. RT. LT. RT.

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OWNER OF POLE LINE ________________
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POLE PRESENT RO?O PROJECT AFTER MOVING
STATION
NUMOlR 11 11
LT. RT. LT. RT. 11 LT. RT.
------------ Sheet---- l---- of-?
REMARKS
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maintenance at survey station 16+13, 0.31 miles east of NC 18, thence in a
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LINCOLN
COUNTY ___? .-. • _ -- •- - - --
A N D C 0 U N T Y
IF INCORRECT RETURN TO
NC DEPARTMENT OF TRANSPORTATION
11NTSTnA1
8282516136
DATE 03/28/2001
NET AMOUNT
$200.00
WARRANT NO. 8086