19980918 Ver 1_Complete File_19980916

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director
4 •
NC ENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
September 21, 1998
Burke County
WQC 401 Project # 980918
APPROVAL of 401 Water Quality Certification
Mr. Stephen Moore
NC DOT
Route 1 Box 169C
Marion, NC 28752
Dear Mr. Moore:
You have our approval, in accordance with the attached conditions, for the purpose of adding culverts, as you
described in your application dated September 16, 1998. After reviewing your application, we have decided that this fill
is covered by General Water Quality Certification Number 3103. This Certification allows you to use Nationwide Permit
Number 14 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. Also 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. 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. 276 1 1-7447. 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 919-733-1786.
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Asheville Field Office
Asheville DWQ Regional Office
Mr. John Domey
Central Files
Sincerely,
Wreoward, . P.E.
980918.1tr
Division of Water Quality • Environmental Sciences Branch
Environmental Sciences Branch, 4401 Reedy Creek Rd., Raleigh, NC 27607 Telephone [phone]
FAX [phone]
An Equal Opportunity Affirmative Action Employer • 50% recycled/10% post consumer paper
dM SDW
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} `?Q STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
JAMES B. HUNT JR. E. NORRIS TOLSON
GOVERNOR SECRETARY
September 2, 1998
Mr. Steve Chapin
US Army Corps of Engineers
151 Patton Avenue, Room 143
Asheville, NC 28801-5006
Subject: Nationwide Permit Request
SR 1788, Jeeter Shell Avenue
1998-1999 Paving Project
Burke County
Dear Mr. Chapin:
I am attaching a straight line diagram with erosion control plan, an
application form for a nationwide permit, and a county map section relative to the
paving of SR 1788, Jeeter Shell Avenue in Burke County.
Jeeter Shell Avenue is presently 14-18 feet wide. We plan to pave the road
18 feet wide and increase the typical section. The typical section is also attached.
Grading will be light to moderate. The project begins at SR 1786 and continues in
a westerly direction for a distance of 0.57 mile.
We propose to extend one (1) culvert a length of twenty (20) feet in an
unnamed tributary at survey station 0+45.
By copy of this letter, we request Joe Mickey, North Carolina Wildlife
Commission Mountain Region Coordinator, to comment directly to you
concerning the nationwide permit request.
Route 1, Box 169C, Marion, North Carolina, 28752
Mr. Steve Chapin
Page 2 - SR 1788, Burke County
September 2, 1998
By copy of this letter, I am sending seven (7) copies of this application
package to the Division of Environmental Management.
Your earliest consideration for this request would be appreciated. If any
further information is needed, please advise.
Cordially,
s,
Stephen A. Moore, P. E.
District Engineer
District 1, Division 13
SAM/grw
Attachments
cc: Mr. W. D. Smart, P. E.
Mr. E. D. Zimmerman
Mr. Joe Mickey
Mr. Eric Galamb
Route 1, Box 169C, Marion, North Carolina, 28752

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5 11
PAVING WITH PROPOSED RIGHT OF WAY
I C ??
1' TOWNSHIP:
COUNTY: ?,,r k LENGTH: 49"??' O'S?M 1
PROJECT: t? v A
r a e rQ ^? ?l %
WORK TYPE: V 40 RURAL PRIORITY NO.
,
LOCATION: C - SUBDIVISION-RESIDENTIAL
?- r o M 5 1"1
T!.
PRIORITY NO.
or 2q 21o .
R/W WORK ORDER NO.:
CONSTRUCTION W. 0. NO.: ?? J C v
Ma I 2- t. C SCALE: I DRAWN BY: I
DATE:
Notes and Provisions Pertaining to Straight Line Diagram
1. Assigned R/W Agent needs to verify all property owners.
Property owners shown on straight line diagram are taken
from tax map only.
2. Fences to be moved off r/w and reset offer/w by D. 0. T.
crews. Any new materials, posts, supplied by property owner.
g, Existing asphalt or concrete drives to be tied in with
asphalt if the existing driveway edge is wit:.in 2C'.of
proposed centerline. See any exceptions on L.
4. Driveway pipes to be furnished and installed as ne_ded by
D. 0. T. crews in existing driveways.
E:cisting water lines, sewer lines, drain lines-, etc.,
5.
under road project to be adjusted by D. 0. T. as neeaea
during construction. Property owners to supply all
materials and release D. 0. T. from any liability.
b. Underground utility lines to be located by owner. Lines
to be adjusted by owner as needed, otherwise retain.
7. Note proposed r/.w markers shown on S. L. D.
8. Please inform property owners that cuts and fills could
exceed proposed right of way.
?2Z3?425??;`
5 ?N
PROJECT 7 Imo. ?1$g? ?'
COUNTY r <<?
Sheet L or I >
- TYPICAL SECTION
ww 4 S I _ --J-- -
3' 3J
I Pavement
A. FILL SLOPE.
B. SHOULDER SLOPE '.
C. DITCH SLOPE
D. CUT SLOPE.
1?
/4,PER tI
FT. SLOPE
I
R/W

ABC Compacted
ABC Loose STONE BY
TONS (DRIVES).
TONS (INTERS.) --
TONS (ROAD)
TONS ('T'OTAL)
Jnce?- j UL , -,,,#
FULL SUPERELEVATION ?k OF PAV'T. IS PROFILE GRADE
FULL SUPERELEVATION
I
SECTION-EE
2/3 SUPERELEVATION I 2/3 SUPERELEVATION
I P. C. OR P.7.
SECTION-DD
SUPERELEVATION I NORMAL CROWN
NORMAL CROWN
I
SECTION-cc
LEVEL { NORMAL CROWN
SECTION-BB
NORMAL CROWN I -NORMAL CROWN
I
SECTION-AA
STANDARD METHOD FOR OBTAINING SUPERELEVATION
2 LANE PAVEMENTS
Ideally, 2/3 of superelevation is obtained at P. C. or P. T.
as shown on Section - DD
Example: if maximum superelevation 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
_ _. __. RO C K 51 LT G H E C K 5- U U I L t i U r- rr 1 r- c
(Width a rock cif the ouflet end -t-o be 3 fich+he .?jQmefer
off he pipe oncl topere? Into zX15flN9 d1 4 0 ?3
m,,,. Sheet- f
----------__--------_ /$" ASP
C- 25" rz
- - EX/ST/NG i/7CN
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/79lir' I
boo GU.B/C F.FET ?E/2 ACHE
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3?' No T Ta SC14
1
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-- L?GE/y0 F0? E?D?/O/V CO?I/j?D? D??/C?s SYMBOL
,STD. #L DES CR/OT/O Al
?1503 T?tiIPDl???Y S/LT DoMf rs o
215.05 TMA IfXRI Pl/ERs/M ?TD
8 LT Fzi?CE ?- -44-
990-05 TE?1P0??9RY ?/
890.05 TZ-NPD/RI SLOPMOIN W/EI- ElIg R
Z45.O2 SILT Bfls/N 1"YPE B
895.10 T?MPDR9iPy/?OCKSIITCHECK Tl'PE-B
892.02 izI1PDmRYRDCKSEO/hlENTDAM TYPE-B -
CLASSB D/TCHPf?DTECT/ON_-_ _-_- ---
P, lP -RAP
ROVING D/TCH PROTECT/ON - --- R R
OUTLET 51Z /- P?OIECT/DN TyPEB
COLOR CODE --
BL aE sTi?Ef??l _ - ---
RED T?MPovlfy Z: C.
BROWN F/LL 4REd
YEL L ow E c DUlNo._aI9?P/?fl? ?PUBBIN?
opz'RX I -IONS

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UTILITY DATA
1/E l?L??c? ------------------ Sheet----- --- of-Z
PROJECT se/7?TETF,eSI?fLL ?___-- COUNTY ------------------
o =-------------------
-----------------
---
OWNER OF 'UTILITY ----------
DIST. FROM Ci NTSR DIST. CLNTSR PROJRrT
FROJSCT AFTSR MOVING REMARKS
PO LS RT.
STATION NurSKa LT. RT. LT.
Po% £' e OK
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UTILITY DATA
S _ / 88 T?Sf1ELL ?Y? COUNTY _-U e?-------------------------- Sheet----- L --- of
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PROJECT - - -
-----%GL ------Sour ..__L 4a?P!/ DN- --------- =-----
OWNER OF UTILITY ---------
DIST. FROM CRHTRR DIET. CRHTRR PROJRCT
POLE PROJ[CT AFTCR MOVING REMARKS
STATION LT RT. LT. RT,
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l SR 1788, Jeter Shell Avenue: begin project at survey station 0+00 in'
100, the centerline of SR 1786, thence in a westerly direction for a distance
of 2,999 feet, 0.57 mile, to the end of project at survey station 29+99.
;M,r.. BU RKE COUNTY
utw. N
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1893
1788
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1737
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1760
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