20010240 Ver 1_Complete File_20010216

O`,J, 0 AT ?9pG
r
- JG'
?
o
Michael F. Easley
Governor
William G. Ross, Jr., Secretary
Department of Environment and Natural Resources
Kerr T. Stevens
Division of Water Quality
February 22, 2001
DWQ# 01-0240
Burke County
Roger D. Bryan
North Carolina Department of Transportation
P.O. Box 3279
Asheville, NC, 28802
APPROVAL of 401 Water (duality Certification
Dear Mr. Bryan:
You have our approval, in accordance with the attached conditions, to place fill in 56 linear feet of unnamed tributaries
to Cub Creek in order to extend two existing culverts associated with the SR 1746 (Cub Creek'Circle) paving project in
Burke County, as described in your application received by the Division of Water Quality on February 13, 2001. After
reviewing your application, we have determined that this fill is covered by General Water Quality Certification Number 3289.
This Certification allows you to use Nationwide Permit Numbers 14 when it is issued by the U.S. Army Corps of Engineers.
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, Non-Discharge and Water Supply Watershed regulations. Also this approval will
expire when the accompanying 404 permit expires unless otherwise specified in the General Certification.
This approval is only valid for the purpose and design that you described in your application. If you change your
project, you must notify us and you may be required to send us a new application for a new certification. If the property is
sold, the new owner must be given a copy of the 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). For this approval to be valid, you must follow the conditions listed in
the attached certification.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You must act
within 60 days of the date that you receive this letter. To ask for a hearing, send a written petition which conforms to
Chapter 150B of the North Carolina General Statutes to the Office of Administrative Hearings, P.O. Box 27447, Raleigh,
N.C. 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 Dorney at 919-733-9646.
Sincerely,
r T. Stevens
Attachment
cc: Corps of Engineers Asheville Field Office
Asheville DWQ Regional Office
Central Files
File Copy
010240
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)
..,. .... r.......,.ai.... a..r
non -no 4100 n- 10o corm rs....N i..u...rn.n.. ---
`A
010240
s??
rnM
" n9
r.a
X18 1 3 200
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY LYNDO TIPPETT
GOVERNOR SECRETARY
PO BOX 3279, ASHEVILLE, NC 28802
February 8, 2001
u p01?SS??o'
Mr. Steve Lund
US Army Corps of Engineers
151 Patton Avenue, Room 208
Asheville, NC 28801-5006 PY?? r
Subject: Nationwide Permit #14 ?-
SR 1746, Cub Creek Circle
Burke County, NC
Dear Mr. Lund:
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 1746, Cub
Creek Circle, Burke County, NC.
Cub Creek Circle is currently a 16-18 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 two existing culverts on unnamed tributaries to Cub Creek.
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.
.A
Mr. Steve Lund
Page -2 SR 1746, Burke County
February 8, 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. Streams within the project area are not
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.
District 2 Office
Bruce Taylor, P.E.
Neil Trivette
Ron Linville
Cynthia Van der Wiele
Renee Gledhill-Earley
Richard Silverman
oio24Q
DWQ ID: CORPS ACTION ID:
NATIONWIDE PERMIT REQUESTED (PROVIDE NATIONWIDE PERMIT #1) 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 1746, Cub Creek Circle, Burke Countv
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: Icard
SPECIFIC LOCATION (INCLUDE ROAD NUMBERS, LANDMARKS, ECT.) Cub Creek Circle (SR
1746) is located approximately 3 miles south of I-40 (Exit 112) off of Mineral Springs Mtn. Road (SR
1001).
6. IMPACTED OR NEAREST STREAM/RIVER: Unnamed tribs. to Cub 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: 2.0
(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: 56 FT AFTER: FT
WIDTH BEFORE (based on normal high water contours): 2 FT
AVERAGE DEPTH BEFORE: 0.2 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 Drooose to erade. drain. base. nave and install erosion control measures for SR 1746(Cub Creek
Circle). We propose to extend two existing culverts on unnamed tributaries to Cub Creek Total culvert
extension will be 56 linear feet (see attached sheet). The culverts will be installed to insure aquatic life
Dassaee within the streams. Mechanical eauinment will include excavator. eraders. trucks. and navine
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 2/8/01.
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
PROGRAM,
1 U
O R'S/AGE 'S SIGNATURE DATE
(AGENT'S SIGNATURE VALID ONLY
IF AUTHORIZATION LETTER FROM
THE OWNER IS PROVIDED).
Quadrangle, Scale 1:24000).
Location Map: SR 1746, Cub Creek Circle, Burke County, NC (Valdese
Proposed Culvert Extensions
on Surface Waters
SR 1746, Cub Creek Circle
Burke County, NC
Survey Station Existing Culvert (ft) Proposed Culvert (ft) Extension(ft)
Trib. 1
3+75 40 60 20
Trib. 2
12+25 24 60 36
Total Extensions 56 ft
?s
SHEET 1 OF 13
COUNTY: Burke TOWNSHIP: Icard
PROJECT: SR 1746, Cub Creek Circle LENGTH: 1,926.08 feet, 0.36 miles
WORK TYPE: grade, drain, base, pave, erosion control RURAL PRIORITY #: 31
LOCATION: From SR 1001 to SR 1001 SUBD/RESID. PRIORITY M
R/W WORK ORDER NO: 6.852486 CONSTRUCTION W. O. NO.
DATE: 7/5/00 SCALE:' 1"=50' DRAWN BY: DGM
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.
Z. A. 7A IL zA 1 /o?

SR 1746, CUB CREEK CIRCLE
BURKE COUNTY
SHEET2-OF 13_
TYPICAL SECTION
45'
E
A. FILL SLOPE ABC COMPACTED
B. SHOULDER SLOPE 1' PER FT. ABC LOOSE
C. DITCH SLOPE 3 -1 TONS (DRIVES)
STONE BY
D. CUT SLOPE TONS (INTERS.)
TONS (ROAD)
TONS (TOTAL)
I ?. ni Oi ?? 3? I

SHEET 3-OF
FULL
SUPERELEVATION
FULL SUPERELEVATION
SECTION - EE
2/3
SUPERELEyATION- 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 ;.e: ?:avation is :bt :-sd 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 f or 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 13
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.
Per permit conditions for Corps of Engineers and the Wildlife Resources
Commission, pipes 36" and larger must be buried 12" deep.

Sheet 5 of 13
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.
AN P17t-c tha nPlA/ ninA anH romoact harkfill
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.
r s .,j r
( S. B. 7 )
lo-
2'
DESIGN ` FOR SILT BASIN SHEET OF 1
1200 CUBIC FEET PER ACRE
CHECKED EVERY STORM EVENT AND CLEANED OUT WHEN HALF FULL
NOT TO SCALE
12?
2'
SILT BASIN - 1 LENGTH OF DISTURBED AREA 100
SILT BASIN - 2 LENGTH OF DISTURBED AREA 200'
( S. B.14 >
2'

SILT BASIN - 3 - LENGTH OF DISTURBED AREA 300'
(S. B. 21 )
2'
r
SILT BASIN - 4
(S. B. 28 )
LENGTH OF DISTURBED AREA 400'

Std. # s r n
EROSION CONTROL
DETAILS AND
SPECIFICATIONS
SHEET ZOF -U
SLImbnI
245.03 Temporary Silt Ditch - - - - - - - - - - - - - - - Tso - -
245.05 Temporary Diversion ------- -------- -? m ----
01
893 orar
Tem Silt Fence
. y
p ----------
890.05 Temporary Slope Drain with Earth Ber m - '-"'-
245.01 Silt Basin Type A --------- --------- -O - --------
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 - - - - - ---
892.02 Temporary Rock Sediment Dam Type - B -:) ---------
897.01 Rock Pipe Inlet Protection --------- ------ 8 --
894.01 Rock Silt Screen --------- ---------- -- - -- °-----
2405.04 Stilling Basin ------------ -- = ------- ------- ® ---

896.01 Rock Inlet Protection
Type A ----------------
--- ALa
- OR -
A
896.02 Type B ---------------- --- B L - OR - B

896
03
C
T 900009
C ?
- OR -
C
. ype ---------------- ---
SHEET 8 OF 13
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)
V-
18' CSP
RR 18
M6*
EXISTING DITCH
24' CSP
RR 24
MBE- 8'
EXISTING DITCH 7.5'
30' CSP
RR 30
M9N.
EXISTING DITCH 9' _
36'. CSP
EXISTING DITCH 10.5'
42' CSP
RR 42

BURKE COUNTY

ST A? 4+00 SR. 1746 CUB CRK. CIRCLE .
(E SHEET 9 OF 13 /?
?T
? 2' STREAM

EXISTING 40' X 18' RCP
1 x

3
X

I 3 SE FENCE

w
J
I
MOVE OFF R/W DOT
i?
I
I X
C
V .?
I
I
. N
I I
Mp,TCH
SHED
2' STREAM
SHED
40' SOIL
ENTRANCE
ROSAMOND L.&
O FRAZIER M. PRINCE
DB. 776, PG. 327, ' 91
4256 CUB CREEK CIRCLE
CONNELLY SPRINGS. NC. 28612
0
u

3 I '
22.51
col)
JrSR ? Se.

I
S.p !sell
/? S
y
'. Q a
Q'
p
? ?,il
+25 PED +27 P.P. °
?? y 'I
181T. 19.5'LT.
m
p
I BETTY L. MACE M` "'
O o ,^
mm "?
OB. 526, PG. 232, ' 77 4? h } y y
4777 MINERAL SPRINGS MTN. RD. c?Q-'
CONNELLY SPRINGS, NC. 28612

?" ? 4'j / co
2
O MARGIE PAGE STAMEY
OB. 678, PG. 369, ' 85
PO.•BOX 946
RUTHERFORD COLL., NC. 28671
+82 P.P.
28'RT.
EXISTING 30' X 24" CSP

BEGIN PROJECT STA. 0+00 (L SR. 1001
BEGIN PROPOSED 22.5' R/W LT. & RT.
MATCH LINE STA.8+40
I
k
O CINDY KEEVER MCLEAN ET. AL.
DB. 789, PG. 1764, '92 4190 CUB CREEK CIRCLE
I
CONNELLY SPRINGS, NC. 28612 ' k
I ' x
lx
WENDELL V.& X
® VIRGINIA LOWMAN
08. 209, PG. 271, ' 60
4248 CUB CREEK STREET
CONNELLY SPRINGS, NC. 28612 I I x
5+55 PED
28'LT.

FENCE
MOVE OFF R/W DOT
?j
I ,
Xo'o- ` u
?^ u
cc
© --? Cull 1 - ?- -0
N
ROSAMOND L.&
O FRAZIER M. PRINCE
DB. 776, PG. 327, ' 91
4256 CUB CREEK CIRCLE
CONNELLY SPRINGS, NC. 28612
I 22.5
0 22' v
LA X >;

_ ? 1 x
1 I \'
8
7
EXISTING 40' X 18' CSP
3 SE FENCE
MOVE OFF R/W DOT
6
O MARGIE PAGE STAMEY
DB. 678, PG. 369.' 85
P0. BOX 946
RUTHERFORD COLL., NC. 28671
5
SHED :k 'E ST A. 4?00
DT C14 1_ING J
BURKE COUNTY
SR. 1746 CUB CRK. CIRCLE
SHEET 10 OF 13
4

FELIX &
© PATRICIA HILDEBRAN
DB. 548, PG. 423, ' 78
4150 CUB CREEK CIRCLE
CONNELLY SPRINGS, NC. 28612
D'-? -4- 1

BURKE COUNTY
SR. 1746 CUB CRK. CIRCLE
SHEET 11 OF 13
EXISTING 24' X 48' CSP
W/ CONC.HEADWALL
NOTE:
PER PERMIT CONDITIONS FOR
CORPS & WILDLIFE, PIPES 36'
AND LARGER MUST BE BURIED
12' DEEP. 12
EXISTING 4' CSP
3 SE FENCE
MOVE OFF R/W DOT
l - n-7. _
?J OB. 789, PG. 1764, ' 92
4190 CUB CREEK CIRCLE
CONNELLY SPRINGS, NC. 28612
9+85 P.P.
21'LT.
X
MARGIE PoGE STAMEY
DB. 678, PG. 369, ' 85
P0. BOX 946
RUTHERFORD COLL., NC. 28671
10
9
8 A0

RONNIE W. &
O BETTY L.CORNETTE
OB. 893, PG. 978, ' 98
4120 CUB CREEK CIRCLE
CONNELLY SPRINGS. NC. 28612

0?
17
16+78 P.P.
27.5'RT.
,
FELIX &
PATRICIA HILDEBRAN
DB. 548. PG. 423, ' 78
4150 CUB CREEK CIRCLE
CONNELLY SPRINGS, NC. 28612
16
t
FENCE
MOVE OFF R/W DOT
15
3 SE FENCE
-- - .,,
FELIX &
PATRICIA HILDEBRAN
OB. 548, PG. 423. ' 78
4150 CUB CREEK CIRCLE
CONNELLY SPRINGS. NC.28GI2
`h.
Q' ? oR•
`toe-• / ? 7 k/
2 / ?o
k o
k
Ik
TCH LINE STA. 12+50
O MARGIE PAGE STAMEY
DB. 678, PG. 369, ' 85
PO. BOX 946
RUTHERFORD COLL., NC. 28671
13
BURKE COUNTY
SR. 1746 CUB CRK. CIRCLE
SHEET 12 OF 13
y 11 ?
BURKE COUNTY
SR. 1746 CUB CRK. CIRCLE
SHEET 13 OF 13
1_8_+76 GUY WIRE
LI ?i.
18+66 P.P.
39'LT.
18+66 GUY WIRE
24.5'LT.
'C..C •'V 411DC
20'LT.
RONNIE W. &
O BETTY L. CORNETTE
OB. 893: PG. 978, ' 98
4120 CUB CREEK CIRCLE
CONNELLY SPRINGS, NC. 28612
NI I M I
?I
JI I? N I
r
z ?; O
SI I O ~ I
I
li I. I
I I
I I
I I
Cal ..• I
J co
+9 I
?I N
1
I
;I I
t / I / I I
a ° I
m a I
a a I
I e I
U I r+
I UI N
? I I
?I
I I
I NI
?I I
3 O I
cr I m I
0•J
0 22. 2.5' I ,`-
w
N
O N I
a
O r1
a ? I I? ? Q O0
AT CH LINE STA. 17+00
END PROJECT STA. 19+26.08 ?- SR. 1001
END PROPOSED 22.5' R/W LT. & RT.
19
18
17
y 1x m
POLE DATA.
S /Z 1744 6 13u?,?CE _.
PR[?TFCT G ?1 C? ?G_L?_ COUNTY --------------------
OWNER. OF POLE LINE -_-
- - - - - - - - - - - -
- Sheet ----- L_of_.
---------------- -

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

REMARKS
STATION NUMBER LT. RT. LT.
, RT. LT. RT.
0f Z7

-5 IL
19-7
I ? f G6

Y/

9 ?, 275/111

I

i

I
I ,

I

I

S2 POLE DATA.
PROJECT COUNTY ----_u -------------------- Sheet----I----- of-
OWNER OF POLE LINE ---------------------------- ?? ---------------------------------
DIST. FROM CENTER
PRESENT ROAD DIST. FROM CENTER
PROJECT DIST. CEHTER PROJECT
AFTER MOVING
REMARKS
STATION ;NUMBER LT RT, LT. RT. LT. RT.

o +,Z5

5 -f-55

PEA

..
l 8?
S

1

i

I ?

i
. li I I
I

r
I

i i -
I l I
i

i
SR. 1746 Cub Creek Circle : begin project at survey station 0+00 in
the centerline of SR. 1001, thence in a northwesterly direction for a
'e distance of 1,926.08 feet, 0.36 miles, to the end of project at survey N
?t6 station 19+26.08 in the centerline of SR. 1001.
. L501 150s .. O
ao6 i • 1st.
? C O U N T Y
,. Z \
?l.o a? lsls •\
1515 r- /\ I S
CATAWU
e I I ?)
/? r-- LAKE RHODHISS
NH. t.+u /i- 1r•''Il \- wR+ERrowrf WOONISS
OUOE? 'o
\' •\ / N71.Y1 ??
...E"" ' 1 ' -. 1 1 r• I (-'7 ' ' i / p. - -., r r l ? T? ? r
./• ?! ? vy j \-? f I ? \ (` 1 `'. ` r / 9Urrrr w j,.rq' m.
.'.• '1 I `?> 5 '\ _ r•'\ I . .. ?r. "'1'''1J 4I 32.1
-? I ---- 77'i ,.z. •? vA(n?sE I? 1 ^ fit- yd?-. ?. p0 i-./ aru•
! 1 (?? ? ? _ ? • I ? ? Eor. aSu .'-\?.. .1 I ? ? d ? . ./ C i 1 / ? 'P0"j l \ ? 'o
HICKORY •,
Ir rENE?o?e l /
\?-,., ,. \' /' s I??r ?1 i 1 .? \I•;\ 1 / ./ /: I . / ? d,w,GJ LONG vltw
POP. 3A4*_
J HIGH PEAK /• / /
}?-ELEV. 2.:64 J I i v ,`
\ S 15644?N..
A Ev.. 000 ?-+ I I f_
.•ao s C we• C'+. / 11 R3
-n ^,WNih'i '?-
173' - rwry
T•, CnEOW I MT N. n ,?89 . z 7B9 1609 9 '603 21-3 Z)
6ce
4=
J (.. Nv 186' - Grr •(
I / -'?') 7 '603 ?/ /
?,1\ \ tae. t - 2 6S8
1 1916 3.2 •f 1803 P 2537-
i 92a /•, 1786 ,7qy .S 2 2501 ' ?b• / ) ?-•d.
9t 7 q95. 500 .!•• 2i02'? /: 6
era _ .. / ' ..? 3 g r?• :-/
14 _ "5 ^1867 _ V
G'• 1 Ch0061
J 2 ZS'9
Ca. s.W •`?'S ! / Ct?!/' mow/ sr-
'.a\ ` 'Cn:'• z.? 736 j
'92'
/•. /'- 19.a. / .31797 I ,< ?:a a /•
•,Naar<4w n I.3 1. /• /. ? t913 '? v
BUTLEP'•.' 8n
/ '913 '8C:'?'m ./.
KNOB `799 n / r
-v• 2052 Y / V•?
1
19 r Ak%?, 191
- - ?R Y
COUNl
_ 9. - BUR
%
?TAVP Y_
. ' - -?..>.` : '907
b ..I
906 -'92- 'I?/• - q: __ ?_ ... S,. WN ON ..vC RCAL'S.
LINCOLN JUNE __. 96•
COUNTY
L A N D .'C 0 U N T Y
IF INCORRECT RETURN TO
NC DEPARTMENT OF TRANSPORTATION
DIVISION 13 OFFICE
8282516136
WARRANT NO. 7919 DATE 02/08/2001
INVOICE NUMBER INVOICE DATE INVOICE AMOUNT NET AMOUNT
SR1746 02/07/2001 $200.00 $200.00
i
I
I

I

EB 1 3

01
j

I
i
d
I
I
0
,0240
Detach Stub Before Depositing TOTAL: $200.00 $200.00
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
DIVISION 13 OFFICE
P O BOX 3279
ASHVILLE, NC 28802
WARRANT NO. 7 919
DATE 02/08/2001
66-1059 STATE TREASURER, RALEIGH, NORTH CAROLINA
531 PAYABLE AT PAR THROUGH FEDERAL RESERVE SYSTEM
Pay wo un re o arj an 001100
0° v° 7°dI
Dow 444 444 444 44 TWQ Zm 3[ROKtlOO ", zm_.
Pay NC-DENR
to the DIVISION OF WATER QUALITY NON-NEGOTIABLE
Order of 4401 REEDY CREEK ROAD
RALEIGH, NC 27607
1110000 79 1911' l:0 S 3 L 10 S941: P.,1-000111G S 31"
IF INCORRECT RETURN TO
NC DEPARTMENT ON
ISION 13 OFFICE
8282516136
WARRANT NO. 7919
INVOICE NUMBER INVOICE DATE
SR1746 02/07/2001
INVOICE AMOUNT
DATE
FEB 1 62001
$200.00
makin
02/08/2001
NET AMOUNT
$200.00