19991204 Ver 1_Complete File_19991105

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
ILTI?WA
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,NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
December 14, 1999
Mitchell County
DWQ Project # 991204
APPROVAL of 401 Water Quality Certification and ADDITIONAL CONDITIONS
Mr. Roger Bryan
Post Office Box 3279
Asheville, North Carolina 28802
Dear Mr. Bryan:
You have our approval, in accordance with the attached conditions and those listed below, to place fill material in 438 feet
of streams for the purpose of improving SR 1301 as, described in your application dated November 2, 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. 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 except as modified below. If
you change your project, you must notify us and you may be required to 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 (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 below.
1. The stream channel shall be constructed in the dry to match existing dimension, pattern and profile.
2. Woody vegetation shall be planted in the newly established riparian zone. Planting in the channel shall include black willow, silky
dogwood and tag alder at 6,727 stems per hectare while plantings in the riparian zone shall include black cherry, sycamore, river
birch and red maple at 1,680 stems per hectare.
3. New culverts or extensions shall be installed in the streambed so as not to impede fish movement.
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. 27611-7447. 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 919-733-9646.
e 1
Steven
Attachment
cc: Corps of Engineers Asheville Field Office
Asheville DWQ Regional Office
John Domey
Central Files
Division of Water Quality • Non-Discharge Branch
1621 Mail Service Center Raleigh NC 27669-1621 Telephone [phone] FAX # [phone]
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95/20/1995 21:02 4
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PAGE 01
N. C. DEPARTMENT OF ENVIRONMENT AND
NATURAL RESOURCES
DIVISION OF WATER QUALITY
WATER QUALITY SECTION
ASHEVILLE REGIONAL OFFICE
59 WOODFIN PLACE
ASHEVILLE.- NORTH CAROLINA 28801
PHONE: [phone] FAX: [phone]
X33
" 05/20/1995 21:02
MEMORANDUM
TO:
SUBJECT:
Facility Name
Project Number
Recvd From
Received Date
Project Type
John Domey Regional Contact:
Non-Discharge Branch WQ Supervisor:
Date:
WETLAND STAFF REPORT AND RECOMMENDATIONS

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Stream Impacts (ft-)
Is Wetland Rating Sheet Attached? O Y ® N Did you request more info? () Y ® N
Have Project Changes/Conditions Bam Discussed With Applicant? Q Y Q N
Is Mitigation required? O Y 0 N
Racommondntion: O Issue ® Issue/Cord O Deny
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cc: Regional Office Page Number 1
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PAGE 02
Michael R. Parker 41
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STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
JAMES B. HUNT JR. DAVID MCCOY
GovERNOR SECRETARY
PO BOX 3279, ASHEVILLE, NC 28802
November 2, 1999 ppp???omma -- "
Mr. Steve Lund
US Army Corps of Engineers
151 Patton Avenue, Room 143
Asheville, NC 2880115006 P4 Ne/v
Subject: Nationwide Permit #26 Recil??D
SR 1301, Hide Road
Mitchell County, NC
Dear Mr. Lund:
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 1301, Hide Road,
Mitchell County, NC.
Hide Road is currently a 14-16 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. The project starts at the end of pavement on SR 1300 and proceeds
northwesterly for a distance of 0.68 miles.
We propose to replace two culverts and extent three culverts on unnamed tributaries to
Cub Creek (see attached culvert sheet). The total linear feet of culvert extensions will be
80 feet. Existing channel morphology will be maintained upstream and downstream of
the culvert. Riparian vegetation will be reestablished along disturbed areas associated
with the culvert extensions. Natural substrates will be placed in disturbed channels
following placement of the culvert.
Stream channel relocation is also proposed for 358 linear feet of a very small, unnamed
tributary to Cub Creek (station 1+14 to 4+72). The proposed relocations are necessary
due to location of existing residences/structures adjacent to road alignment. The
proposed stream channel will be constructed according to existing pattern, profile, and
dimensions of the unnamed tributary. Stream construction will be performed in the dry
and natural stream substrates and riparian vegetation will be reestablished along the new
channel.
Mr. Steve Lund
Page -2 SR1301, Mitchell County
November 2, 1999
By copy of this letter, we request Mr. Ron Linville, North Carolina Wildlife Resources
Commission Western Piedmont Coordinator, to comment directly to the Corps
concerning the permit request.
By copy of this letter, we are asking W. Neil Trivette, Area Roadside Environmental
Engineer, to comment on the above project. A buffer variance will be required for
temporary encroachment into the 25-foot buffer zone from stations 0+50 to 7+25.
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. A
$475.00 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,
?'r P. &
Roger D. Bryan
Division 13 Environmental Officer
Enclosures
cc: Bill Smart, P.E.
Stephen A. Moore, P.E.
Lonnie R. Watkins
Neil Trivette
Ron Linville
John Dorney (7 copies)
Nancy Van Dolsen
Renee Gledhill-Earley
DWQ ID: CORPS ACTION ID:

NATIONWIDE PERMIT REQUESTED (PROVIDE NATIONWIDE PERMIT #) 26 s`
?r?e :
PRE-CONSTRUCTION NOTIFICATION APPLICATI7,_,.
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). 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: 28802
PROJECT LOCATION ADDRESS, INCLUDING SUBDIVISION NAME (IF DIFFERENT FROM
MAILING ADDRESS ABOVE):
SR 1301, Hide Road (from SR 1300 - 0.68 miles)
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, ETC.) SR 1301, north of Hwy
226 between Bakersville and Loafers Glory.
6. IMPACTED OR NEAREST STREAM/RIVER: Unnamed trib. to Cub Creek RIVER BASIN: Nolichucky
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: Class C - Trout
(b) IS THE PROJECT LOCATED WITHIN A NORTH CAROLINA DIVISION OF COASTAL
MANAGEMENT AREA OF ENVIRONMENTAL CONCERN (AEC)? YES ? NO X
i•5
y
(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: 3.7
(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:
PIPE Extensions: 80 FT
CHANNEL RELOCATION: BEFORE 358 FT AFTER: 358 FT
WIDTH BEFORE (based on normal high water contours): 1 FT
AVERAGE DEPTH BEFORE: 0.2 FT AFTER: 0.2 FT
(b) (2) STREAM CHANNEL IMPACTS WILL RESULT FROM: (CHECK ALL THAT APPLY)
OPEN CHANNEL RELOCATION: X 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 nrooose to grade. drain base. nave. and install erosion control measures for SR 1301 (Hide Road). The
project will involve replacement of two culverts and extension of three existing culverts on unnamed
tributaries to Cub Creek (see attached culvert sheet). The total linear extension will be 80 feet. Stream
channel relocation is proposed from survey station 1+14 to 4+72. A total of 358 linear feet of stream will
be relocated. The relocated channel will be constructed with similar pattern, profile, and dimensions to the
existing channel (elan and cross-sections attached). Mechanical ecuinment will include backhoe, graders.
trucks, and paving machine
13. PURPOSE OF PROPOSED WORK: To provide a safe paved road for 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: 11/2/99
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 I 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
OGRAM, 012- A?
OWI IR'S/AGENT'S(7GNATURE DATE
(AGENT'S SIGNATURE VALID ONLY
IF AUTHORIZATION LETTER FROM
THE OWNER IS PROVIDED).

Location Map: SR 1301, Hide Road, Mitchell County, NC (Bakersville
Quadrangle, Scale 1:24000).
Proposed Culvert Extensions and Channel Relocations
on Surface Waters
SR 1301, Hide Road
Mitchell County, NC
Culvert Replacements/Extensions
Survey Station Existing Culvert (ft) Proposed Culvert (ft) Extension(ft)
0+85 45 45 0
2+00 30 30 0
7+00 30 60 30
19+32 30 60 30
33+07 40 60 20
Total Extensions 80 ft
Channel Relocations (unnamed trib. to Cub Creek)
Survey Station
Linear Distance (ft)
1+14 to 4+72 358
Total Relocation 358 ft
MITCHELL COUNTY
SR. 1301 HIDE RD.
PROPOSED CHANNEL CHANGE
SHEET 1 OF 1

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DEMOLISHED BY DOT
EXISTING
3m' X 15" RCP
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2
MITCHELL COUNTY
SR. 1301 HIDE RD.
SHEET 1 OF 2
HORZ: 1' = 10'
VERT: 1" = 10'
+5.4
21
+34 +0.5
34
24
0.0 0_0 0.0 -0.2
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8.5
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+2.1
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-0.4 -0.6 0.0 0_0 -0.1 -0.2
16.4 10 6.5 0.0 3 5.2
-2.6 -2.7
12.5 11.5 STA 1+58
.?
0.0 -0.3 0.0 0.0 -0.1
21.6 13.5 8 0.0 5
-2.0 -2.0
18.5 15
STA 1+14
(BEGIN CHANNEL CHANGE)
+0,1 +0.5
II 22.5
MITCHELL COUNTY
SR. 1301 HIDE RD.
SHEET 2 OF 2
HORZ: 1' = 10'
VERT: 1' = 10'
STA 4+72 +11.
(END CHANNEL CHANGE) 25

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24.5 4.7 0.0 7 11
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20 19.4
STA 3+19
SHEET 1 OF 16
COUNTY: MITCHELL
PROJECT: SR 1301 , Hide Road LENGTH:
WORK TYPE: grade, drain, base, pave, erosion control
TOWNSHIP: Bakersville
3,600 feet, 0.68 mile
RURAL PRIORITY #: 16
SUBD/RESID. PRIORITY #:
LOCATION: From SR 1300 for 0.68 mile
R/W WORK ORDER NO: 6.882010B CONSTRUCTION W. O. NO.
DATE: 9/9/99 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.
t T4Nt<s STA. 3Z+ 6o
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SR. 1301 HIDE RD. SHEET?OF 16
MITCHELL COUNTY
TYPICAL SECTION
W
45'
'E
A. FILL SLOPE 11:1 - ABC COMPACTED
B. SHOULDER SLOPE 1' PER FT. ABC LOOSE
C. DITCH SLOPE 3 :1 TONS (DRIVES) STONE BY
D. CUT SLOPE 1V2:1 TONS (INTERS.)
TONS (ROAD)
TONS (TOTAL)

Sheet '3 of i (o
FULL SUPERELEVATION f OF PAV'T. IS PROFILE GRADE
r FULL SUPERELEVATION
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
NORMAL CROWN I jr--'MAL CROWN
I
SECTION-AA
s
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 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 16
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 12'x3'x2' for 100 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.
Sheet 5 of 16
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 SHEETf OF-16-
DESIGN
1200 CUBIC FEET PER ACRE
CHECKED EVERY STORM EVENT AND CLEANED OUT WHEN HALF FULL
NOT TO SCALE
2'
SILT BASIN - 1 LENGTH OF DISTURBED AREA 100'
(S. B. 7 )
SILT BASIN - 2
(S. B.14 )
2'
SILT BASIN - 3
(S. B. 21 )
2'
SILT BASIN - 4
(S. B. 28 )
LENGTH OF DISTURBED AREA 200'
7
LENGTH OF DISTURBED AREA 300'
7
LENGTH OF DISTURBED AREA 400'
SHEET -Z-OF 16
EROSION CONTROL
DETAILS AND
SPECIFICATIONS
std, D-srr ?c , on 1
245.03 Temporary Silt Ditch - - - - - - - - - - - - - - - s Tsn - -
245.05 Temporary Diversion - - - - - - - - - - - - - - - - -i- To -- - -
F
l
S ------
893.01 ence ------
t
i
Temporary ----
890.05 Temporary Slope Drain With Earth Berm - r--
245.01 Silt Basin Type A --------- --------- -0 - ------
245.02 Silt Basin Type B --------- ------------ -- M ---
892.04 Temporary Rock Silt Check Type - A - - - - - - - - - -
895.10 Temporary Rock Silt Check Type - B --- ---------
892.01 Temporary Rock Sediment Dam Type - A - - - - - is--
892.02 Temporary Rock Sediment Dam Type - B -? - - - - - - - - -
897.01 Rock Pipe Inlet Protection ----------- ---- ° --
C
894.01
4 Rock Silt Screen ---------
B
ll
S ------------
-----------
---- --
OO-----
- ® ---
245.0 asin ------------
ing
ti -
Rock Inlet Protection 00000$
o
OR
- A)
896.01 Type A --------------- g -
---- Ag ---
000000
sOs -
OR
B
896.02 Type B --------------- ---- B
000000 ---

896.03
Type C --------------- 90
---- Cs
0 00*2
Els -
00000
OR
- C ---
SHEET 8 OF 16
ROCK SILT CHECKS - OUTLET OF PIPE
DITCH) DIAMETER
(WIDTH OF ROCK AT THE OUTLET END TO BEXISTING TIMES THE
OF THE PIPE AND TAPERED INTO
MIN.
18" CSP
RR IS
MIEN.
EXISTING DITCH_ _ _ _
H--L_
24' CSP
RR 24 "
MIN.
8'
EXISTING DITCH
30' CSP
RR 30
MIN.
EXISTING DITCH
36' CSP
RR 36
MAN.
EXISTING DITCH 10.5'
42' CSP
RR 42
MIN
EXISTING DITCH 12'
48' CSP
RR 48
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MITCHELL COUNTY
SR. 1301 HIDE RD.
SHEET 9 OF 16
I BARN BARN TO BE DEMOLISHED BY DOT
4
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P0. BOX 365 - I
BAKERSVILLE, NC. 28705
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O CLAUDE & IRENE GARLAND
DB. 124, PG. 31
RT.5 BOX 362
BAKERSVILLE, NC. 28705
4 SBW FENCE W/
WOOD & METAL POSTS
MOVE OFF R/W DOT
EXISTING R/W Q I + EXISTING R/W
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080 MI. SR. 1300 18' I-2 RD. TO NC. 261
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BEGIN PROJECT STA. 0+00 ?- SR. 1300
BEGIN PROPOSED 22.5' R/W LT. & RT.
9
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EXISTING 36" CSP
SHED TO BE DEMOLISHED BY DOT
DURING CONSTRUCTION
MITCHELL COUNTY
SR. 1301 HIDE RD.
SHEET 10 OF 16
BETTY JANE OUICK
9
OR ® DB. 294, PG. 077

\ 162 HIDE ROAD
BAKERSVILLE, NC. 28705
2 RAIL LOG FENCE
MOVE OFF R/W DOT

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DB. 150, PG. 403
116 HIDE ROAD
BAKERSVILLE, NC. 28705
4' SEPTIC TANK LINE
6
O BEULAH SPARKS
DB. 150, PG. 403
116 HIDE ROAD
BAKERSVILLE, NC. 28705
STA 1f+7:?-END CHANNEL CHANGE
O
3 RAIL WOOD BOARD FENCE
MOVE OFF R/W DOT
7+00 PED
21.8'RT.
7
O BEULAH SPARKS
5
EXISTING 25' X 24" CSP
0
4
HOWARD GOUGE
DB. 121, PG. 473
RT.5 BOX 359 A
BAKERSVILLE, NC. 28705
i SBW FENCE W/
NOOD POSTS (FAIR COND)
JOVE OFF R/W DOT
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DB. 150, PG. 403
RT.5 BOX 364
BAKERSVILLE, NC. 28705
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MITCHELL COUNTY
SR. 1301 HIDE RD.
SHEET 11 OF 16
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10
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O BEULAH SPARKS
DB. 150, PG. 403
116 HIDE ROAD
BAKERSVILLE, NC. 28705
9' RG DR.
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WOOD POSTS (POOR COND.)
MOVE OFF R/W DOT
13
12
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DB. 150, PG. 403
116 HIDE ROAD
BAKERSVILLE, NC. 28705
9+27 PED
7.5'RT. (MOVE)
9
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3
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BETTY BANKS
C/O HOMER RAY BURLESON
?J 06. 260, PG. 661
P.O. BOX 293
BAKERSVILLE, NC. 28705
E
i SBW FENCE W/
HOOD POSTS (FAIR COND)
MOVE OFF R/W DOT
© HOWARD GOUGE
OB. 121, PG. 473
RT.5 BOX 359 A
BAKERSVILLE, NC. 28705
14+58 P.P
45'LT. (OK)
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MITCHELL COUNTY
SR. 1301 HIDE RD.
SHEET 12 OF 16
17+95 P.P.
24'RT. (MOVE) 18
17+95 2 GUY WIRES
12'RT, & 18'RT. (MOVE)
s
17
BETTY BANKS
O C/O HOMER RAY BURLESON
DB. 260, PG. 661
P.O. BOX 293
BAKERSVILLE, NC. 28705
5 SBW FENCE W/
WOOD POSTS (POOR COND.) 1
MOVE OFF R/W DOT
EXISTING 20' X 15' CSP
15
14
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MITCHELL COUNTY
SR. 1301 HIDE RD.
SHEET 13 OF 16
23
HOWARD GOUGE
OB. 121, PG. 473
RT.5 BOX 359 A
BAKERSVILLE, NC. 28705

® MELVIN & MICHAEL GOUGE
DB. 152, PG. 197
RT.5 BOX 365 A
BAKERSVILLE, NC. 28705

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20
BETTY BANKS
O C/O HOMER RAY BURLESON
OB. 260, PG. 661
P.O. BOX 293
BAKERSVILLE, NC. 28705
EXISTING 30' X 36" CSP
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DB. 121, PG. 473
RT.5 BOX 359 A
BAKERSVILLE, NC. 28705
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DB. 268, PG. 471
RT.5 BOX 365 C
BAKERSVILLE, NC. 28705
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RT.5 BOX 359 A
BAKERSVILLE, NC. 28705
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/ SR. 1301 HIDE RD.
I / SHEET 14 OF 16
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® MELVIN & MICHAEL GOUGE
OB. 152, PG. 197
RT.5 BOX 365 A
BAKERSVILLE, NC. 28705
26
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24
MITCHELL COUNTY
SR. 1301 HIDE RD.
SHEET 16 OF 16
D DALLAS BURLESON
OB. 145, PG. 414
711 HIDE RD.
BAKERSVILLE, NC. 28705

RAIL LOG FENCE O
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ENO PROPOSED 22.5' R/W LTA RT.

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co 12 DB. 145, PG. 416
RT.5 BOX 365-B
BAKERSVILLE, NC. 28705

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35
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