20010361 Ver 1_Complete File_20010313

F WAIF
\O?O RQG Michael F. Easley
Governor
r William G. Ross, Jr., Secretary
> r_ Department of Environment and Natural Resources
Kerr T. Stevens
Division of Water Quality
March 15, 2001
Mitchell County
DWQ Project No. 01-0361
SR 1219, Nora Lane
APPROVAL of 401 Water Quality Certification with Additional Conditions
Mr. Roger D. Bryan, Environmental Officer
NCDOT Division 13
P.O. Box 3279
Asheville, NC 28801-5006
Dear Mr. Bryan:
You have our approval, in accordance with the attached conditions and those listed below, to impact 125 linear feet of an
unnamed tributary to Cane Creek for the purpose of upgrading SR 1219 (Nora Lane) in Mitchell County. The project
should be constructed in accordance with your application dated 9 March 2001 (received 13 March 2001). After
reviewing your application, we have decided that this project is covered by General Water Quality Certification Number
3289. This certification corresponds to Nationwide Permit 14 issued by the Corps of Engineers. 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. The following additional
conditions will be required:
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 to protect the egg and fry stages of trout from sedimentation during
construction.
2. Stormwater should be directed to buffer areas or retention basins and should not be routed directly into streams.
3. High Quality Waters Erosion Control Guidelines 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 15 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).
5. All work shall be performed during low flow conditions.
6: - All mechanized equipment operated neat stuface 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.
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), httpJ/h2o.enr.state.nc.us/ncwetlands/
Page 2 of 2
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 the proposed fill is in excess of 150 linear feet of stream length or 1 acre of wetlands, compensatory mitigation will
required as described in 15A NCAC 211.0506 (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 above.
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 that 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 Domey at 919-733-9646.
Sincerely,
i
Steve
Attachment
Pc: Wilmington District Corps of Engineers
Corps of Engineers Asheville Field Office
NCDWQ Asheville Regional Office
Central Files
:r

1 0

0.
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY LYNDO TIPPETT
GOVERNOR
PO BOX 3279, ASHEVILLE, NC 28802
March 9, 2001
Mr. Steve Lund
US Army Corps of Engineers
151 Patton Avenue, Room 208
Asheville, NC 28801-5006
Subject: Nationwide Permit #14
SR 1219, Nora Lane
Mitchell County, NC
Dear Mr. Lund:
SECRETARY
010361
I have enclosed a straight-line diagram with erosion control plan, a PCN application for
NWP #14, and a location map relative to the proposed paving project on SR 1219, Nora
Lane, Mitchell County, NC.
Nora Lane is currently a 12-14 feet wide gravel road. Division of Highways plans to
pave the road 18 feet wide and increase the typical section. Grading will be light to
moderate.
We propose to add one culvert and extend one existing culvert on an unnamed tributary
to Cane Creek. Total additional culvert will be 125 linear feet. Existing channel
morphology will be maintained upstream and downstream of the culvert. The culverts
will be placed below existing streambed elevation. Riparian vegetation will be
reestablished along disturbed areas associated with the culvert extensions.
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.
_ -?
Mr. Steve Lund
Page -2 SR 1219, Mitchell County
March 9, 2001 $
By copy of this letter, we are asking W. Neil Trivette, Area Roadside Environriiental
Engineer, to comment on the above project. Temporary encroachment into the buffer
zone will be required for the project (Station 6+00 to 18+00). Streams within the project
area are classified as trout.
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,
Roger D. Bryan
Division 13 Environmental Officer
Enclosures
cc: F. D. Martin, P.E.
Gary Spangler
Lonnie Watkins, P.E.
Neil Trivette
Ron Linville
Cynthia Van der Wiele
Renee Gledhill-Earley
Richard Silverman
Vftmb
co
n.
0
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 1219, Nora Lane, Mitchell 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: Mitchell - NEAREST TOWN: Bakersville
SPECIFIC LOCATION (INCLUDE ROAD NUMBERS, LANDMARKS, ECT.) Nora Lane is located
approximately 1 mile east of Bakersville off of Cane Creek Road (SR 1211
6. IMPACTED OR NEAREST STREAM/RIVER: Unnamed trib. to Cane Creek RIVER BASIN: French
Broad.
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 X NO IF YES, EXPLAIN: Cane Creek is 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?
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: 3.6
(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: 125 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 DroDose to trade, drain, base. Dave and install erosion control measures for SR 1219(Nora Lane). We
propose to install one new culvert and extend one existing culvert on an unnamed tributary to Cane Creek
(See attached culvert sheet). Total additional culvert will be 125 linear feet. The culverts will be installed
to insure aauatic life Dassaee within the stream. Mechanical equipment will include backhoe, Qraders,
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 3/9/01.
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 ? 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
r ,PROGRAM,
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O 'S/AGEN SIGNATURE DATE
(AGENT'S SIGNATURE VALID ONLY
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Location Map: SR 1219, Nora Lane, Mitchell County, NC (Bakersville
Quadrangle, Scale 1:24000).
Proposed Culvert Extensions
on Surface Waters
SR 1219, Nora Lane
Mitchell County, NC
Unnamed tributary to Cane Creek
Survey Station Existing Culvert (ft) Proposed Culvert (ft) Extension(ft)
6+20 20 60 40
8+30 0 85 85
Total Extensions 125 ft
SHEET 1 OF 17
COUNTY: Mitchell
PROJECT: SR 1219, Nora Lane
WORK TYPE: grade, drain, base, pave, erosion control
TOWNSHIP: Bakersville
LENGTH: 3,500 feet, 0.66 miles
RURAL PRIORITY M
LOCATION: From SR. 1211, thence for 0.66 miles SUBD/RESID. PRIORITY M
R/W WORK ORDER NO: 6.882188 CONSTRUCTION W. O. NO.
DATE: 2/1/01 SCALE: 1"=50' DRAWN BY: D. G. M.
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.

t
SR W% NWA- A SHM-2-WIZ-
TYPICAL SECTION
45'

E
A. FILL SLOPE ids i ABC COMPACTED
B. SHOUu)M SLOPE V PER FT. ABC LOOSE
C. DITCH SLOPE 3 : i TONS DRIVES)
0. CUT SLOPE _ irei TONS aNTTERS.)
TONS WOAD)
TONS CTOTAU
STONE BY

FULL
EYAT?1
O"Ex"TEai
SECTION - EE
2/3
FV
ATa?q
2/3 aIA?LE1 nm
P. C. OR P. T.
SECTION - DD
LEVATm .
NORM &
Ot?IAL am m
SECTION - CC
LEVEL aum
110000? 0-
SECTION - ?
BB
MNVL
SECTION - AA
STANDARD METHOO FOR OBTADGW OVATION
2 LANE PAVEMENTS
IdDGHW
shown 3 d el nation is obtained at P. C. or P. T. z
aE?ca ler if maxim superslsvatwn u +.66 -.86, the watzon
pourt of ourve or int of tangent is +.84 -
JS X = .04
SW,erslwation for 18' Pavement
.02 8.4' E.P. to E.P.
.84 W, E.P. to E.P.
.86 1.1' E.P. to E.P.
1.4' E.P. to E.P.
-0.2
Sheet 4 of 17
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. z
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 17
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.
IL
6) Establish permanent vegetation as soon as possible.
-LDF JZ_
IM CUDIC PER ACRE
CHECKM EVERY STORM EVENT AND CLEANED OUT MEEK HALF FUEL
NOT TO SCALE
4 9-
> I < -y
r
-
1-SILT BASIN
(S.8.7 )
r
::0--
r
- 1 LENGTH OF DISTURBED AREA 75'
r
LENGTH OF DISTURBED AREA 208'
r
a
SILT BASIN - 3
?(s.s.z1)
ZIN
r
LENGTH OF DISTURBED AREA 308'
r
LENGTH OF DISTURBED AREA 408'
SILT BASIN - 2
M L14
8.14 )
SILT BASIN - 4
( S. B. 28 )
SHEET _Z_0F _L7
EROSION CONTROL
DETAILS AND
SPECIFICATIONS
Std. *. De_ scr1o _io n sumbo1
245.03 Temporary Silt Ditch -TSO _
245.05 Temporary Diversion - M
893.01 Temporary Silt Fence _ M
890.05 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 I-)10.
892.01 Temporary Rock Sediment Dam Type - A -
892.02 Temporary Rock Sediment Dam Type - B
897.01 Rock Pipe Inlet Protection _
o
894.01 Rock Silt Screen a o
245.04 Stilling Ba sin
Rock Inlet Protection
896.01 Type A AL U -OR -A

896.02 Type B B -OR - B
60 6
896.03 Type C 000
C L[jI -OR - C

SHEET
.j.OF

(WIDTH OF ROCK AT THE OUTLET END TO BE 3 TIMES THE DIAMETER
OF THE PIPE AND TAPERED INTO EXISTING DITCH)
M4? J
-law
18' CSP
RR 18
MjN.
EMTM WCH b
24' CSP
RR 24
EXISTING DITCH 7,530' CSP
RR 30
-a
L! UP.
EXISTING DITCH 10.5'
424 CSP
RR 42
RR 48
5 SSW FENCE
W/ METAL POSTS
MOVE OFF R/N DOT
MA
-ie= SoTi-?Fcm
-W/ 1r GATE
LINE
z
X,
J
Q
X a'
J ~

BARN
3
8' SOIL ACCESS
+61 P.P.
5'LT. (MOVE)
BILLY S. &
O MARY A. WHITSON
OB. 159, PG. 425
96 NORA LN.
BAKERSVILLE, NC. 28705
+52 EXISTING R/W MON.
30'LT. (OK)
S SSW FENCE
N/ METAL POSTS
MOVE OFF R/W DOT
+22 EXISTING R/W MON.
30'LT. (OK)
X?X
25' STREAM
0.40 M.
TO SR. 203 SR. 1211
X
X
_ 1':, 1*
? '- X-
8' GR. [Xt.
MITCHELL COUNTY
SR. 1219 NORA LANE
SHEET 9 OF 17
4
STA 3+36
END PROP. 20' R/W RT.
BEGIN PROP. 22.5' R/W RT.
FENCE
STA 3+01
END PROP. 22.5' R/W RT.
BEGIN PROP. 20' R/W RT.
BILLY S. &
MARY A. WHITSON
CD DB. 159, PG. 425
96 NORA LN.
BAKERSVILLE, NC. 28705
HEMLOCK HEDGE
(REMOVE) 2
3 SBW FENCE
W/ METAL POSTS
MOVE OFF R/W DOT
+52 EXISTING R/W MON.
30'RT. (OK)
i
L0
? ---?
30' ? STREW
DENNIS. &
LLJ CLARA YOUNG
CD 2 DB. 223, PG. 597
CD 1250 CANE CREEK R0.
co BAKERSVILLE, NC. 28705
+22 EXISTING R/W MON.
30'RT. (OK)
a ?
MAW LIMITS
0.70 MI.
18 I-2 RD. TO SR. 1214 Q
BEGIN PROJECT STA. 0+00 € SR. 1211
RFGTN PROPOSED 22.5' R/W LT. & RT.
MITCHELL COUNTY
SR. 1219 NORA LANE
SHEET 10 OF 17
MICHAEL STACY BUCHANAN
SHEDS
(TO BE DEMOLISHED BY DOT) /
4 SBW FENCE
W/ WOOD POSTS
MOVE OFF R/W DOT
WOOD BUILDING
DB. 302. PG. 534
P.O. BOX 625
P.O. BOX 754
BAKERSVILLE, NC. 28705

g, //
IT
/
GARAGE
EXISTING 20' X 48' CSP
rr-i IP 4-d
BRIDGE
BILLY S. &
MARY A. WHITSON
' OB. 159, PG. 425
96 NORA LN.
BAKERSVILLE, NC. 28705
5 SBW FENCE
W/ METAL POSTS
MOVE OFF R/W DOT
in
\ ?o
? o
?O
do. i `
8
7
STA 6+68
END PROP. R/W TAPER RT.
STA 6+18
END PROP. 16' R/W RT.
BEGIN PROP. R/W TAPER RT
BILLY S. & 6
f MARY A. WHITSON
OB. 159, PG. 425
96 NORA LN.
MAPLE TREE BAKERSVA:LE, NC. 28705
2' WIDE SIDEWALK }
STA 5+18
END PROP. R/W TAPER RT.
BEGIN PROP. 16' R/W RT.
5
STA 4+19
END PROP. 22.5' R/W RT.
BEGIN PROP. R/W. TAPER RT.
MITCHELL COUNTY
SR.1219 NORA LANE
SHEET 11 OF 17
JAMES DOUGLAS &
O LILA D. YOUNG
08.182, PG. 123
P.O. BOX 44
BAKERSVILLE, NC. 28
SHED

BILLY S. &
MARY A. WHITSON
DB. 159, PG. 425
96 NORA LN.
BAKERSVILLE, NC. 28705
10
R
4 SBM FENCE
N/ WOOD POSTS
MOVE OFF R/N DOT
BRIDGE
MICHAEL STACY BUCF
? DB. 302, PG. 534
P.O. BOX 625
P.O. BOX 754
BAKERSVILLE, NC. 287
i
9
8
JAMES DOUGLAS &
® LILA D. YOUNG
DB. 182, PG. 123
P.O. BOX 44
BAKERSVILLE, NC. 28705

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lip

4 SOW FENCE
W/ METAL POSTS
MOVE OFF R/r DOT
2.
14
MITCHELL COUNTY
SR. 1219 NORA LANE
SHEET 12 OF 17
JAMES DOUGLAS &
O LILA D. YOUNG
DB. 182. PG. 123
P.O. BOX 44
BAKERSVILLE, NC. 28705
II ?
YI CD \
? 13
8N FENCE
NOOO POSTS
fE OFF R/N DOT
TING 25' X 15' CSP
12
i
ISBN & ELECTRIC FENCE
N/ WOOD POSTS
MOVE OFF R/N DOT
JAMES DOUGLAS &
4 LILA D. YOUNG
DB. 182, PG. 123
P.O. BOX 44
BAKERSVILLE, NC. 28705
28' SOU- AC(
I

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19
MITCHELL COUNTY
SR. 1219 NORA LANE
SHEET 13 OF 17
18
4 SOW FENCE 17
N/ METAL POSTS
MOVE OFF " DOT
JAMES DOUGLAS &
\ LILA 0. YOUNG
\ 4 OB. 182, PG. 123
P.O. BOX 44
BAKERSVILLE, NC. 28705
+9I P.P. 16
17'RT. (MOVE)
X
15
14
SOIL ACCESS
JAMES DOUGLAS &
4 LILA D. YOUNG
OB. 316, PG. 410
P.O. BOX 44
BAKERSVILLE, NC. 28705
1 SOW & ELECTRIC FENCE r
M/ MOOD POSTS
MOVE OFF R/M DOT ?.\? Tk~: • 1

JAMES DOUGLAS &
® LILA D. YOUNG
DB. 182. PG. 123
P.O. BOX 44
BAKERSVILLE, NC. 28705
24
I I MITCHELL COUNTY
SR. 1219 NORA LANE
I SHEET 14 OF 17
3 SBN & ELECTRIC FENCE
I N/ METAL POSTS
MOVE OFF R/N DOT
X X- +39 E.I.P.
18.5'RT. (NEED OFFSET)
EXISTING PIPE
` ws/of?-ss 23
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X I I x JAMES DOUGLAS &
2. 21 o ® LILA D. YOUNG
rNn f? s 08. 182, PG. 123
X X ° P.O. BOX 44
BAKERSVILLE, NC. 28705
X I X 4 SSW FENCE 21
I ( Mr/ METAL POSTS
MOVE OFF R/N, DOT
I I x i
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EXISTING 30' X 15' RCP
I SMALL SPRING
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29
X MITCHELL COUNTY
SR. 1219 NORA LANE

JAMES DOUGLAS & I
3
?
SHEET 15 OF 17
LILA 0. YOUNG I I
®
OB. 182. PG. 123 X
0 X
P.O. BOX 44
0
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BAKERSVILLE. NC. 28705
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W/ N000 POSTS X X c JAMES DOUGLAS &
MOVE OFF wx oor 2, - 2 N LILA 0. YOUNG
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OB. 182. PG. 123
Gt; is;L `+-_ X I I X P.O.BOX 44

I
I BAKERSVILLE. NC. 28705
JAMES DOUGLAS & X I >( ^
® LILA D. YOUNG L
OB. 316. PG. 410 i I
P.O. BOX 44 X X
BAKERSVILLE. NC. 28705 I I 16
3 SBx & ELECTRIC FENCE
W1 METAL POSTS
X X MOVE OFF R/x DOT
X I 25

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2 SSW & ELECTRIC FENCE
W/ WOOD POSTS
MOVE OFF R/W DOT
JAMES DOUGLAS &
® LILA D. YOUNG
0B. 182. PG. 123
P.O. BOX 44
BAKERSVILLE, NC. 28705

1SBW & ELECTRIC FENCE
W/ WOOD POSTS
MOVE OFF R/W DOT
3I
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34
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+48 P.P.
14'RT. (MOVE)
MITCHELL COUNTY
SR. 1219 NORA LANE
SHEET 16 OF 17
JAMES DOUGLAS &
® LILA D. YOUNG
DB. 283, PG. 293
\IBAK
BOX 44
BAKERSVILLE, NC. 28705
HEMLOCK HEDGE
(REMOVE)
33

x

225

I

.5' JAMES DOUGLAS &
® LILA D. YOUNG
OB. 150, PG. 446
44 A, P.O. BOX 44
BAKERSVILLE, NC. 28705
32
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+30 2 GUY WIRES
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3 SB% & ELECTRIC FENCE
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MOVE OFF R/W DOT

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30

JAMES DOUGLAS &
® LILA D. YOUNG
I I OB. 182, PG. 123

XI P.O. BOX 44
BAKERSVILLE. NC. 28705

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+04 P.P.
1 j 10.5'RT. (MOVE)

I 29
i 1
MITCHELL COUNTY
SR.1219 NORA LANE
SHEET 17 OF 17
ROBERT G.&
6 BETTY YOUNG
OB. 227. PG. 348
6877 19E HIGHWAY
SPRUCE PINE. NC. 28777
0
CHARLES W. JR. &
LYNDA C. CRAIG
END PROJECT STAi 35+00 (L SR. 1219
I END PROPOSED 22.5' R/W LT.& RT.
OB. 316. PG. 412
921 ROLLINGW000 DRIVE
MOUNT HOLLY. NC. 28120
4 SBN FENCE
¦/ MOOD POSTS
MOVE OFF R/N DOT
2 SSW & ELECTRIC FENCE iB' I-2 DR.
M/ ¦OOD POSTS
MOVE OFF R/M DOT
X X
JAMES DOUGLAS &
LILA D. YOUNG
4 OB. 182, PG. 123
P.O. BOX 44
BAKERSVILLE, NC. 28705
E.I.P. 3 5
28'RT. (OK)
STA 34+70 END PROP. 40' R/W RT.

BEGIN PROP. 22.5' R/W RT.
P.
TURN
AREA
40'
1 12.5'1-0 STA 34+40 END PROP. 22.5' R/W RT.
BEGIN PROP. 40' R/W RT.
N,
34
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Michael F. Easley
Governor
William G. Ross, Jr., Secretary
Department of Environment and Natural Resources
Gregory J. Thorpe, Ph.D.
Acting Director
Division of Water Quality
DWQ Project No.: 01-6 LLD 1 County: I 1 k he I
Applicant: 1 AUDM-
ProjectNarne: SK 1 alq 1 010. lk,,e tZno d ' riFtiw Date of Issuance of 401 Water Quality Certification: 3' I S-OI P
Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification or applicable Buffer
Rules, and any subsequent modifications, the applicant is required to return this certificate to the
401/Wetlands Unit, North Carolina Division of Water Quality, 1650 Mail Service Center, Raleigh, NC,
27699-1650. This form may be returned to DWQ by the applicant, the applicant's authorized agent, or the
project engineer. It is not necessary to send certificates from all of these.
Applicar.('s Certi#catio
I,??! , hereby state that, to the best of my abilities, due care and
diligence was used in the observation of the construction such that the construction was observed to be built
within substantial compliance and intent of the 401 Water Quality Certification and Buffer Rules, the
approved plans and specifications, and other supporting materials.
Signature: Date:
Agent's Certification
I, , hereby state that, to the best of my abilities, due care and
diligence was used in the observation of the construction such that the construction was observed to be built
within substantial compliance and intent of the 401 Water Quality Certification and Buffer Rules, the
approved plans and specifications, and other supporting materials.
Signature: Date:
If this project was designed by a Certified Professional
I, , as a duly registered Professional (i.e., Engineer,
Landscape Architect, Surveyor, etc.) in the State of North Carolina, having been authorized to observe
(periodically, weekly, full time) the construction of the project, for the Permitee hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the construction such that the
construction was observed to be built within substantial compliance and intent of the 401 Water Quality
Certification and Buffer Rules, the approved plans and specifications, and other supporting materials.
Signature Registration No. Date
X"Aw
NRMENMR
Division of Water Quality 1650 Mail Service Center Raleigh, NC 27699-1650
Wetlands/401 Unit: [phone]
Fax: [phone]
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