HomeMy WebLinkAbout20031147 Ver 1_Complete File_20030926Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
September 28, 2004
(Replaces approval issued on November 24, 2003)
DWQ Project # 03-1147
Wake County
Page 1 of 3
City of Raleigh
Attn: Mr. Carl Dawson, Jr.
PO Box 590
Raleigh, NC 27602
Subject Property: Newton Road Widening Project, Raleigh, NC
East Fork Lead Mine Creek [03-04-02, 27-33-4, C NSW]
Approval of Authorization Certificate per the Neuse River Buffer Protection Rules (15A
NCAC 2B .0233) with Additional Conditions
Dear Mr. Dawson: \
You have our approval, in accordance with the conditions listed below, to place fill within or
otherwise impact approximately 6,462 square feet (ft2) of protected riparian buffers for the
purpose of widening the existing Newton Road, as described within your application dated
September 16, 2003 and including modifications received by the N.C. Division of Water Quality
(DWQ) on July 22, 2004. This letter shall act as your approved Authorization Certificate for
impacts to the protected riparian buffers per 15A NCAC 2B .0233. In addition, you should
obtain or otherwise comply with any other required federal, state or local permits before you go
ahead with your project including (but not limited to) Erosion and Sediment Control, and Non-
discharge regulations. This authorization certificate shall expire five years from the date of this
letter. This approval shall replace the approval issued on November 24, 2003.
This approval is 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. If the
property is sold, the new owner must be given a copy of this approval letter and is thereby
responsible for complying with,all conditions. This approval requires you to follow the
conditions listed below.
The Additional Conditions of the Approval are:
1. Impacts Approved
The following impacts are hereby approved as long as all of the other conditions of this
authorization are met. No other impacts are approved including incidental impacts:
401 Wetlands Certification Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: 919-733-17861 FAX 919-733-6893/ Internet: httr):Hh2o.enr.state.nc.us/ncwetlands
Not thCarolina
Naturaliff
An Equal Opportunity/Affirmative Action Employer- 50% Recycled/10% Post Consumer Paper
City of Raleigh
Page 2 of 3
September 28, 2004
Amount Approved Plan Location or Reference
(Units)
Buffers 1,323.7 (square ft.) Site No. 1
5,138.1 (square ft.) Site No. 3
2. All constructed stormwater conveyance outlets shall be directed and maintained as diffuse
flow at non-erosive velocities through the protected stream buffers such that it will not re-
concentrate before discharging into a stream as identified within 15A NCAC 2B .0233 (5). If
this is not possible, it may be necessary to provide stormwater facilities that are considered to
remove nitrogen. This may require additional approval from this Office.
3. Heavy equipment shall be operated from the bank rather than in the stream channel in order
to minimize sedimentation and reduce the likelihood of introducing other pollutants into the
stream.
4. Erosion & Sediment Control Practices - Erosion and sediment control practices must be in
full compliance with all specifications governing the proper design, installation and operation
and maintenance of such Best Management Practices in order to protect surface waters
standards:
a. The erosion and sediment control measures for the project must be designed,
installed, operated, and maintained in accordance with the most recent version of the
North Carolina Sediment and Erosion Control Planning and Design Manual.
b. The design, installation, operation, and maintenance of the sediment and erosion
control measures must be such that they equal, or exceed, the requirements specified
in the most recent version of the North Carolina Sediment and Erosion Control
Manual. The devices shall be maintained on all construction sites, borrow sites, and
waste pile (spoil) projects, including contractor-owned or leased borrow pits
associated with the project.
5. No Waste, Spoil, Solids, or Fill of Any Kind - No waste, spoil, solids, or fill of any kind
shall occur in wetlands, waters, or riparian areas beyond the footprint of the impacts
depicted in the Pre-Construction Notification. All construction activities, including the
design, installation, operation, and maintenance of sediment and erosion control Best
Management Practices, shall be performed so that no violations of state water quality
standards, statutes, or rules occur.
6. No Sediment & Erosion Control Measures w/n Wetlands or Waters - Sediment and
erosion control measures shall not be placed in wetlands or waters to the maximum extent
practicable. If placement of sediment and erosion control devices in wetlands and waters
is unavoidable, they shall be removed and the natural grade restored within six months of
the date that the Division of Land Resources has released the project.
7. 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 the attached certificate of completion to the 401/ Wetlands
oil
City of Raleigh
Page 3 of 3
September 28, 2004
Unit, North Carolina Division of Water Quality, 1650 Mail Service Center, Raleigh, NC,
27699-1650.
Violations of any condition herein set forth may result in revocation of this Authorization and
may result in criminal and/or civil penalties. The authorization to proceed with your proposed
impacts or to conduct impacts to waters as depicted in your application and as authorized by this
Authorization shall expire five years from the date of this approval.
Any disputes over determinations regarding this Authorization Certificate (associated with the
approved buffer impacts) shall be referred in writing to the Director for a decision. The
Director's decision is subject to review as provided in Articles 3 and 4 of G.S. 150B.
This letter completes the review of the Division of Water Quality under the Neuse riparian buffer
protection rule as described within 15A NCAC 2B .0233. If you have any questions, please
telephone John Dorney at 919-733-9646 or Bob Zarzecki at 919-733-9726.
AW KI CBK/bz
Enclosures: GC 3404
Certificate of Completion
cc: James Byrd, Transite Consulting, Inc., 1300 Paddock Dr., Suite G-10, Raleigh, NC 27609
USACE Raleigh Regulatory Field Office
DWQ Raleigh Regional Office
File Copy
Central Files
Filename: 031147
Sincerely,
T 'd SdNb113M-OM0:3WdN
I
I
TRANSITE Consulting
Engineers, Incorporated
FNGINEER8• LANNERS•GEI
To: NCIDENR - Water Quality
Attn: Bob Zarzecki
I
Fax #: 1919) 7336893
Re: Newton Load Widening
Page 1 of 2
26e9Z2L6T6:131 8S:60 3ni b002-2-9nH
Fax
tai
From: James A. Byrd, P.E.
Date: December 5, 2003
TCE, Inc.
Quail Corners Commons
1300 Paddock Drive Suite 010
Raleigh, NC 27609
Phone: (919) 873-2401
Fax. (919) $73-2404
Bob,
Per ou? telephone conversation and your request, the following revised Buffer Im
Summery Sheet is provided for your use. If you have any questions or require additi
information, please call.
Thank Y You,
JamesIA. Byrd, P.E.
cc: RL, DBS, CJM, file
Z00!T00'a 066# sxssNl?NS `JNIZ'If18N0? 3ZIShI'd2iZ
bObZ£LHT6 LT°TT fi00Z,Z0=V
Z 'd
SONH113M-0MO:3WHN 268922Z616:131 85 60 3ni b008-2-gnu
N
r
z `
cc
w
N
Z
E ON
Z 'g
NO
?
r
wr ?
g in N
O
{/a
LL z0
N
W ?-
J?
U.
U. D
W
.
a.
m F-
d
V)
CO O
x
x
x
?ct
U
0
r •- u1
cc a.
I
(
L
? Q
r
cv
j
C9
.. J
-
- F
IM
w
W a
0 LU a:
U ?
w
ra
O
LL
0
W
2
M/Z00',a 06bC# SHasNIeNs 9NIlgnSN02 HIISNKI3Z 606ZELMT6 81:TT b00Z,E0'0fIV
CTI t TRAN?ITE CONSULTING
ENGINEERS, INCORPORATED
ENGINEERS -PLAN NERS•CEI
July 21, 2004
Mr. John Dorney
WETLANDS/ 401 GROUP
NC DENR .
Division of Water Quality
1650 Mail Service Center
FILE
'
JUL 2 2 1004
Raleigh, NC 27699-1650 WATER QUALITY SECT
ION
Re: DWQ #03-1147
Newton Road Widening Project - City of Raleigh
Project Revision
Dear Mr. Dorney,
Per a July 19, 2004 request from the City of Raleigh, construction of the proposed Greenway left of -L-
Sta. 14+00 to. 15+00 shown on the approved plans has been removed from the project. At this time, only
a turnout for a "Future" Greenway will be constructed. Therefore, Site #2 will have no Stream or Buffer
Impacts to East Fork Lead Mine Creek or UT to East Fork Lead Mine Creek.
Please find enclosed for your review and notification one (1) half size set of the revised plan sheets for the
Newton Road Widening Project.
In addition to this notification, we will are also notifying the US Army Corps of Engineers and NC
Division of Land Quality of these project revisions. We understand that the regulations define and
provide a certain amount of time to review the submittal and return comments, but your earliest attention
to this application revision would be greatly appreciated. Should you require any additional data or have
any questions concerning this submittal, please call.
Sincerely,
TranSite Consulting Engineers, Inc.
3amm.4. Vl..
James A. Byrd, PE
Associate / Hydraulics manager
?b
enclosures
cc: Sylvester Percival, City of Raleigh w/ enclosures
Douglas B. Saunders, PE
Clinton J. Morgan, PE
file 102.010.001
Quail Corners Commons 1300 Paddock Drive, Suite G-10 Raleigh N.C. 27609 • Phone (919) 873-2401 • Fax(919)873-2404
D o
v c < ( A
n
-<
y cD
Q 1 f
rri
C1 D `r / "0 .A "d O p 0 - CREEOMOOR ROAD f
m cD n ---? 15
14
y1? v o ora deb
y Q Z?
= 1'17 ,y., ?„ G7 Z p ?7 O 'b O ,? ...I to W ~ C' o =F Z; z
a
C 0 3' c o Z rn 0 z
r ?p - a m .?y 7? a co a C1 r 1a Ia CTt _, .? b Z z
17'1 N o o a cn 0 0 ?O O m
s
z
M :3 0 11
Z
co D Z Z W 3 0 0 o p ,?? x FoR Ro < 0
Ap
cQ ° z ? r "i -a 3 0 =
0 m 3 0 a" m O n 0 IOD ter" vo vo T D H o
m N O °o N F a
1 ?' omOC s?"
Q ? Y ? ? 35?gN ?0 ,
3 rtf Z as n1
cn i o ?
(D
l ) ? Yy
O O Oa
3 .y1
N
? C Q
r W -«
m cu
C/)
fOf
Dz
0 •
-O0 bb? ?o Z mmi
C CO
C) ? < N
or b ooy
0 CA
m
Z 4, C) cz ?
avow sNaoa xis
? o
N,eo es
f ? b N O ? (/)
O 0C?NA
O ?y f Nil
t!tl 7
w ?
b
o 0
y O ?M C 0 ¦°
II ? rw
tt ?p k
m C/)
v bC o0 ? .
c >>
>
b m
m
0) m
0 111 ?° C
N= y y
N OD -O-I
00 T.4
O rn
en ? Z
O
Z
431 - 4
e_
r ?' 0 S11 fJ 1C- Z /?
Zp ?Sngc1 cn O
x
CD n ?d V r L!7 x
D O ?- ® '
cZn rot N
_o
,4 m
N C -C-)-1 -A
O 0 P
N
O O
O Z s$
?y
?r
wc.vw.vvli Syr v, rc w r yr r r.}?Jr r
c`
?i
i y
oxS $G p
-5AV'o ll'-4
cn??I?op?
II II II II II v)
p Z''? b o I?j cAi c,a
O
Z.
O \^
PIT
??J a Ro?T O aNdo
C'jtA l l?.3 U
Tin
Y
k
Z
rr'
\\ a 397A2'
BZI
uaa?
B2 IA, mil:x
0514
Frw
S °
x _
511
z
i
?r
zz
CA
m 'n
m?
xr
m'
y ?
-00
? O
O
'm
10 / v
il
)
?t
??
N o
g
r: W N
:v V
ir OV?I?,
^ ^
.:
. ?
V
?O
p
?
N+1 .--
nS C1? ----E
N?nj/E
::, ?s• ,pa -, rp0h- I•I_ g_?E N109'IB'E 306.07'
?
}?? 105.06' ?'
\ ?
N
I
fi
N
? N
N
J•V
FORK
MINE
Cf2O
'
15
,
MATCHLINE STA /5+00 SEE DRAWING P2
_ ! > DESERI^lA7fb PREPARED BY ROA011•Ar DESIGN A PREPARED FO% ---
N Q 2S ?, NPOMUCS ENWER
m PW2003- 14 y A
v m w oa N w7 o CITY OF RALEIGH TMNJITE CONSULTING CITY OF RALEIGH
v o y g ^ Z ?' NEWTON ROAD WIDENING [ENGINEERS, INCORPORATED zoi
c C) (A W ENGINEERS • PLANNERS • CEI H "p CENTRAL ENGINEERING
a a FROM SIX FORKS ROAD TO
FALLS OF THE NEUSE ROAD
?e2? 92i? MA -Cly
\ NE
cn:Fo -ir-
u u " u lI
II L'N'vo
$ ?NwAI Lc,
P? krv
$*
o
cn???op_?
? M N p M ? N
? ?oornyN?
4z) ul
U` z??Lri
r
ro
zr
s?
1y
z -c
ro
r
zZ
Tn
rrj
N C HLINE
o_r MAT
?I
o
Nm
sl \\
BESCRIPTC& PREPARED BY, RDADRAY DESIGN A PREPARED FO%
RYDRAII.KS EAWER
PW2003- 14
a W o N N 7-
TtAN-JITE CONSULTING CITY OF RALEIGH
v i ? CITY OF RALEIGH
?I r- o
R Z n ° ENGINEERS, INCORPORATED
; NEWTON ROAD WIDENING o r
ENGINEERS • PLANNERS • CEI H o
o ?+ ° a
° w FALLS OF THE NEUSE ROAD CENTRAL ENGINEERING
e r eo.oo•
PS/ $
PIE
yN
?Qw I?
cl)
oll
i? k? ~
SD 1A :0-
........... ..................
Ilk
L.on Tr of \n6WTon_
oooo..?
_?`? '\ t 1•..'.\, fi< Nan n y?y'+t ?,?,,,,•w ^.--"'-"'...'
/ '. i' m +70y? .,g,r
?ti c 506.0 ?'
1 •, f
T ii ..
z-_
~ ,`A , 1•l `,1
I1 ` 1gR
YM lX ? ,1 •i ??..1 t1 ..li (•1 (?l
;6 •?. +3.+ ` l.. ,? i `lit
t i
• .. ? 1 ???il - rilt
t g
a_ .
tt ? L
BZ2-
\ / R c ?'w E \1.. m
r'
/ NS`s,.. .?• I
•-, r - tl W-yr?r??
sit
S 1?1„ ? --"'=".'r" ?/ c+ • ? D NIiN, v.>, t I ? .. ? v -1@ ?`
zt mf?i `tom.
/i + c ?0j. 15 Nv7,? k r
la?
A
-BZI? I II. r,?' I MINE C
z MATCHLINE STA 15+00 SEE DRAWING EC-2
y
m
"' oz
= I
m ?
n,
?z
'm
15
OESCWTO* PAEPAREO BY. Ar OE?iM -- PREPARED ran
? e6Qn
mrom"rs PW2003- 14 0 A
o o_ '^ n w o < m o ?- TRAN,$ITE CONSULTING CITY OF RALEIGH
CITY OF RALEIGH
_ ENGINEERS, INCORPORATED _
., ° ^ u g ?+ < cb NEWTON ROAD WIDENING 2
0 ~ a E^ p N w ENGINEERS • PLANNERS • CEI 9 A CENTRAL ENGINEERI
oa m FROM SIX FORKS ROAD TO ,
FALLS OF THE NEUSE ROAD
all/ 41gTCh,L/NE STq
'-BZ2- /5fpO S
_. OR 1 41 C
r qW
sw ],? l: l,f d rA l ?T 1
'en
`1\1 1 44. I to
?7y+ rv Y
• i/
;Wl
vfYY2 f'? '^I i 1
r
f x i=
ii J;
`'. -i
%
eel
\ r
#?• ' ?. i
'
,tI
f\f.
!if if
,
?` T• of \
10
p
S
;z
A
z
rn 'n
rrl Cni
aN
v ,?
C) n z
I -D 0
IL 4 o?
m
'zjl t' I
W k 7
W?T
•ar v
V
K'' l
r ..
? ! E
I4?fi`.?4
c?
a?
,el \\
20
ITT'
?
gilt
m w
T_m> j?
:2M,z (?J
?Inn?1 v
styo
VV %>
?dUT C w?{
:r ............__...
:: ^? ., yµ NO:AFI3N
2
Y ..... 5 `'...
. S;EE DRAW
5T A 25+00
MAT?HLINE
Itn zz
O ,'?'y >: BESCWTOk PREPARED BY, ROWWAY BEM A
NYORAtAXS ENGIEER PREPARED iOfi
N
o N
o m
n .,
W
R m o PW2003- 14
CITY OF RALEIGH
TRAN-JITE CONSULTING
CITY OF RALEIGH
'? .CIS c+ _? N °+ m Z s o c NEWTON ROAD WIDENING ENGINEERS, INCORPORATED
cl ?, A w ENGINEERS • PLANNERS . CEI e n ° CENTRAL ENGINEERING
oa a FROM SIX FORKS ROAD TO
FALLS OF THE NEUSE ROAD
?uL.uiu.u UI\L)bN\l-rOSlnfl L:nr)Trnl\r.&n_n.C ll
MATCHLINE STA.30+00
f '
--------------
- V,
M
?, w^ f Y
x )I .
'Al *
35 l
/
1{
1
ri/ d
R N
40
Ao'lvlf
ta
x
-A v
I„
Val ?\\ ? \
n
45
r
11
2S _.._....... .._.
JJ 1 ?
ILI
'^ t
~ ?! i"I r s
m? ?
? U`jU /' r ?
1
.: MAT CHLI NE STA. 30 +00
e ? '6
s EET
zz
P DESCRPigAk PREPARED BYe ROADWAY DESCR ENDIM PREPARED it
+F
o ??
''
On
~ _ N
A? a
m m
O V
W
+
o m
C' k
p
t?
s
O
m PW2003- 14
OF RALEIGH
NEWTON ROAD WIDENING
TRAN4ITE' CONSULTING
?•
ENGINEERS, INCORPORATED
L. .,
ENGINEERS • PLANNERS • CEI A
CITY OF RALEIGH
s
2
9 A CENTRAL ENGINEE
O
a /t
m
w
FROM SIX FORKS ROAD TO
FALLS OF THE NEUSE ROAD RING
0,1
pG
7
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E., Director
Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
November 24, 2003
DWQ# 03-1147
Wake County
Mr. Carl Dawson, Jr.
City of Raleigh
P.O. Box 590
Raleigh, NC, 27602
APPROVAL of 401 Water Quality Certification and Neuse River Buffer Rules with Additional Conditions
Dear Mr. Dawson:
You have our approval, in accordance with the attached conditions, to place fill in 60 linear feet of perennial streams,
and to impact 13,075.3 square feet of protected Neuse Buffers in order to construct the Newton Road Widening Project in
Wake County, as described in your application received by the Division of Water Quality on September 26, 2003. After
reviewing your application, we have determined that this fill is covered by General Water Quality Certification Number 3404,
which can be downloaded from our web site at http://h2o.enr.state.nc.us/ncwetlands . This Certification allows you to use
Nationwide Permit Number 14 when issued by the U.S. Army Corps of Engineers. This approval is also valid for the Neuse
River Buffer Rules (15A NCAC 2B .0233). 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 in writing 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 as well as the additional conditions listed below:
1. An additional condition is that stormwater shall be directed to diffuse flow at non-erosive velocities through the protected
stream buffers;
2. Heavy equipment shall be operated from the bank rather than in the stream channel in order to minimize sedimentation
and reduce the likelihood of introducing other pollutants into the stream;
3. Erosion and sediment control practices must be in full compliance with all specifications governing the proper
design, installation and operation and maintenance of such Best Management Practices in order to protect
surface waters standards:
a. The erosion and sediment control measures for the project must be designed, installed, operated, and
maintained in accordance with the most recent version of the North Carolina Sediment and Erosion Control
Planning and Design Manual.
b. The design, installation, operation, and maintenance of the sediment and erosion control measures must be
such that they equal, or exceed, the requirements specified in the most recent version of the North Carolina
Sediment and Erosion Control Manual. The devices shall be maintained on all construction sites, borrow
sites, and waste pile (spoil) projects, including contractor-owned or leased borrow pits associated with the
project.
c. For borrow pit sites, the erosion and sediment control measures must be designed, installed, operated, and
maintained in accordance with the most recent version of the North Carolina Surface Mining Manual.
d. The reclamation measures and implementation must comply with the reclamation in accordance with the
requirements of the Sedimentation Pollution Control Act.
N. C. 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), (http://h2o.enr.state.nc.us/ncwetlands)
Customer Service #: 1-877-623-6748
Mr. Carl Dawson, Jr.
Page 2 of 2
4. No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas beyond the
footprint of the impacts depicted in the Pre-construction Notice Application. All construction activities, including the
design, installation, operation, and maintenance of sediment and erosion control Best Management Practices, shall be
performed so that no violations of state water quality standards, statutes,
or rules occur;
5. Sediment and erosion control measures shall not be placed in wetlands or waters to the maximum extent practicable. If
placement of sediment and erosion control devices in wetlands and waters is unavoidable, they shall be removed and
the natural grade restored within six months of the date that the Division of Land Resources has released the project;
6. You are required to return the attached Certification of Completion form to notify DWQ when all work included in the 401
Certification has been completed.
If you do not accept any of the conditions of this revised 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 6714, 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 call Steve Mitchell or Debbie Edwards in our Raleigh Regional Office at 919-571-4700 or Cyndi
Karoly in the Central Office at 919-733-9721.
Sincerely,
G?-
Alan W. Klimek, P.E.
AW K/cbk
Attachments
cc: Corps of Engineers Raleigh Regulatory Field Office
Raleigh DWQ Regional Office
Central Files
File Copy
James Byrd, 1300 Paddock Drive, Suite G-10, Raleigh, NC, 27609
031147
What Else
Subject: What Else
Date: Fri, 21 Nov 2003 14:55:59 -0500
From: Steve Mitchell <steve.mitchell@ncmail.net>
To: Cyndi Karoly <cyndi.karoly@ncmail.net>
03-1147 Newton Road should be OK to issue. Yes there is some
parallel impact that we may want to get mitigation for but there is a
lot offered in the stormwater treatment side. Ask Todd. The crossing
at the western edge is problematic because of the closeness of a tennis
court.
1 of 1 11/24/03 10:33 AM
Gx,
4
6,<
C
O
n
<D
m
m
m
C
N
co
R
Z
O
3
<D
o O
CD r*
W W v
?
V N A
OD
o n
O O
*
m.
Q
Q
(D =
2
CD
<
m
m
(a
.
O O
<D
C7 ?
N O
w U)
N
o 0
n
O
M
0
o (D
v
(D
cD
a
v
? J
N
N O
d
O
O .-r
CD <D
W W w
C.
l<
T
CD?
0
r-+
(n
w
Cn
O
h
z
O
CD
3
cr
CD%
O
W
Triage Check List
-Lad
Date: Project Name.
DwQ#: 1- 3/ 6?
County: ??'f6?1
To: ? ARO Mike Parker ? WaRO Tom Steffens
? FRO Ken Averitte ? WiRO Noelle Lutheran
MRO Alan Johnson ? WSRO Daryl Lamb
RRO Steve Mitchell
From: Telephone : (919)
The file attached is being forwarded to your for your evaluation.
Please call if you need assistance.
? Stream length impacted
? Stream determination
? Wetland determination and distance to blue-line surface waters on USFW topo maps
? Minimization/avoidance issues
? Buffer Rules (Neuse, Tar-Pamlico, Catawba, Randleman)
? Pond fill
? Mitigation Ratios
? Ditching
? Are the stream and or wetland mitigation sites available and viable?
? Check drawings for accuracy
? Is the application consistent with pre-application meetings?
? Cumulative impact concern
Comments:
1i?iGl L?
'o
6.0
LETTER OF TRANSMITTAL
FROM: TranSite Consulting Engineers, Inc. Sheet 1 of 1
TO: Mr. John Dorney
NC Division of Water Quality
DWQ Wetlands/401 Unit
'1650 Mail Service Center Drive
Raleigh, N.C. 27699-1650
ATTN:
WE ARE SENDING YOU:
? Originals ? Mark-Ups 0 Prints ? Diskettes
? Specifications ? Shop Drawings ? Samples ? Survey Data
DATE: 5eptember 24, 2003
TICE JOB NO.: 102.010.001
PROJECT: City of Raleigh - Newton Road (NBR 03-095)
FHWA PROJECT :
METHOD OF TRANSMITTAL:
? US MAIL 0 Messenger
? Overnight:
QUANTITY IDENTIFICATION NO. DESCRIPTION
1 f CN Application - Page 11 of 12 (510ned)
SEP 2 g
lIVAItHWALMSECTION
THESE ARE TRANSMITTED as checked below:
? For approval ? Approved ? Please acknowledge receipt of this material
? For your use ? Approved as noted FX-1 Acknowledgment of receipt not required
0 John, please find attached a copy of PCN Application - f aee 11 of 12 that has been executed by the City and should be
included with our previous submittal. If you have any questions or require additional information on any phase of this project,
please call.
Very truly yours,
TranSite Consulting Engineers, Inc.
by: ?6AAAAA .
James A. Byrd, P.E.
cc:
Quail Corners Commons 1300 Paddock Drive, Suite G-10 Raleigh N.C. 27609 Phone (919) 873-2401 Fax (919) 873-2404
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
N/A
o_
Applicant/Agent's Signature U 0 Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
US Army'Corps Of Engineers Field Offices and County Coverage
Asheville Regulatory Field Office Alexander Cherokee Iredell Mitchell
US Army Corps of Engineers Avery Clay Jackson Polk
151 Patton Avenue Buncombe Cleveland Lincoln Rowan
Room 208 Burke Gaston Macon Rutherford
Asheville, NC 28801-5006 Cabarrus Graham Madison Stanley
Telephone: (828) 271-4854 Caldwell Haywood McDowell Swain
Fax: (828) 271-4858 Catawba Henderson Mecklenburg Transylvania
Raleigh Regulatory Field Office Alamance Durham Johnston Rockingham
US Army Corps Of Engineers Alleghany Edgecombe Lee Stokes
6508 Falls of the Neuse Road Ashe _ Franklin Nash Surry
Suite 120 Caswell Forsyth Northampton Vance
Raleigh, NC 27615 Chatham Granville Orange Wake
Telephone: (919) 876-8441 Davidson Guilford Person Warren
Fax: (919) 876-5283 Davie Halifax Randolph Wilkes
Washington Regulatory Field Office Beaufort Currituck Jones
US Army Corps Of Engineers Bertie Dare Lenoir
Post Office Box 1000 Camden Gates Martin
Washington, NC 27889-1000 Carteret* Green Pamlico
Telephone: (252) 975-1616 Chowan Hertford Pasquotank
Fax: (252) 975-1399 Craven Hyde Perquimans
Wilmington Regulatory Field Office Anson Duplin Onslow
US Army Corps Of Engineers Bladen Harnett Pender
Post Office Box 1890 Brunswick Hoke Richmond
Wilmington, NC 28402-1890 Carteret Montgomery Robeson
Telephone: (910) 251-4511 Columbus Moore Sampson
Fax: (910) 251-4025 Cumberland New Hanover Scotland
Pitt
Tyrrell
Washington
Wayne
Union
Watauga
Yancey
Wilson
Yadkin
*Croatan National Forest Only
Page 11 of 12
031147
i
04
Pre-Construction Notification (P
For Section 404 and/or Section 10 Nationwide, Regiona
General Water Quality Certifications, and Riparian But.
This form is to be used for projects qualifying for any of the U.S. A. wSACE)
Nationwide, Regional or General Permits as required by Section 40-per Act and/or
Section 10 of the Rivers and Harbors Act, and for the North Caroli, of Water Quality's 11 (DWQ) associated General 401 Water Quality Certifications. This foz 1 also to be used for any
project requiring approval under any Riparian Buffer Rules implemented by the N.C. Division of Water
Quality. This form should not be used if you are requesting an Individual 404 Permit or Individual 401
Water Quality Certification. The USACE Individual Permit application form is available online at
http://www.saw.usace.army.mil/wetlands/Perm app.htm.
The USACE is the lead regulatory agency. To review the requirements for the use of Nationwide,
Regional or General permits, and to determine which permit applies to your project, please go to the
USACE website at http://www.saw.usace.army.mi.1/wetlands/regtour.htm, or contact one of the field
offices listed at the end of this application. The website also lists the responsible project manager for
each county in North Carolina and provides additional information regarding the identification and
regulation of wetlands and waters of the U.S.
The DWQ issues a corresponding Certification (General or Individual), and cannot tell the applicant
which 401 Certification will apply until the 404 Permit type has been determined by the USACE.
Applicants are encouraged to visit DWQ's 401/Wetlands Unit website at
http://h2o.enr.state.nc.us/ncwetlands to read about current requirements for the 401 Water Quality
Certification Program and to determine whether or not Riparian Buffer Rules are applicable. The
applicant is also advised to read the full text of the General Certification (GC) matching the specific 404
Permit requested. In some cases, written approval for some General Certifications is not required,
provided that the applicant adheres to all conditions of the GC. Applicants lacking access to the internet
should contact DWQ's Central Office in Raleigh at (919) 733-1786.
Trout Waters Coordination - Special coordination with the North Carolina Wildlife Resources
Commission (NCWRC) is also required for projects occurring in any of North Carolina's twenty-five
counties that contain trout waters. In such cases, the applicant should contact the appropriate NCWRC
regional coordinator (listed by county on the last page of this application).
CAMA Coordination - If the project occurs in any of North Carolina's twenty coastal counties (listed on
the last page of this application) the applicant should also contact the North Carolina Division of Coastal
MODS1401 GROVp
'V#TERQUAZITYspe-
Page 1 of 12
Management (DCM) at (919) 733-2293. DCM will determine whether or not the project involves a
designated Area of Environmental Concern, in which case DCM will act as the lead permitting agency.
In such cases, DCM will require a Coastal Area Management Act (LAMA) Permit and will coordinate
the 404/401 Permits.
USACE Permits - Submit one copy of this form, along with supporting narratives, maps, data forms,
photos, etc. to the applicable USACE Regulatory Field Office (addresses are listed at the end of this
application). Upon receipt of an application, the USACE will determine if the application is complete as
soon as possible, not to exceed 30 days. This PCN form is designed for the convenience of the applicant
to address information needs for all USACE Nationwide, Regional or General permits, as well as
information required for State authorizations, certifications, and coordination. Fully providing the
information requested on this form will result in a complete application for any of the USACE
Nationwide, Regional or General permits. To review the minimum amount of information that must be
provided for a complete PCN for each USACE Nationwide permit, see Condition 13, 65 Fed.Reg. 12893
(March 9, 2000), available at http://www.saw.usace.army.rnil/wetlands/nwpfinalFedReg_pdf.
Processing times vary by permit and begin once the application has been determined to be complete.
Please contact the appropriate regulatory field office for specific answers to permit processing periods.
401 Water Quality Certification or Buffer Rules - All information is required unless otherwise stated
as optional. Incomplete applications will be returned. Submit seven collated copies of all USACE
Permit materials to the Division of Water Quality, 401/Wetlands Unit, 1650 Mail Service Center,
Raleigh, NC, 27699-1650. . If written approval is required or specifically requested for a 401
Certification, then a non-refundable application fee is required. In brief, if project impacts include less
than one acre of cumulative wetland/water impacts and less than 150 feet cumulative impacts to
streams, then a fee of $200 is required. If either of these thresholds is exceeded, then a fee of $475 is
required. A check made out to the North Carolina Division of Water Quality, with the specific name of
the project or applicant identified, should be stapled to the front of the application package. For more
information, see the DWQ website at http://h2o.ehnr.state.nc.us/ncwetlands/fees.htm]. The fee must be
attached with the application unless the applicant is a federal agency in which case the check may be
issued from a separate office. In such cases, the project must be identifiable on the U.S. Treasury check
so that it can be credited to the appropriate project. If written approval is sought solely for Buffer Rules,
the application fee does not apply, and the applicant should clearly state (in a cover letter) that only
Buffer Rule approval is sought in writing. Wetlands or waters of the U.S. may not be impacted prior to
issuance or waiver of a Section 401 Water Quality Certification. Upon receipt of a complete application
for a 401 Certification, the Division of Water Quality has 60 days to prepare a written response to the
applicant. This may include a 401 Certification, an on-hold letter pending receipt of additional
requested information, or denial.
Page 2 of 12
Office Use Only: Form Version April 2001
USACE Action ID No. DWQ No.
If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A" rather than
leaving the space blank.
I. Processing
1. Check all of the approval(s) requested for this project:
? Section 404 Permit
? Section 10 Permit
® 401 Water Quality Certification
® Riparian or Watershed Buffer Rules
2. Nationwide, Regional or General Permit Number(s) Requested: Nationwide 14
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (see section VIII - Mitigation), check here: ?
II. Applicant Information
Owner/Applicant Information
Name: City of Raleigh, NC / Attn: Mr. Carl Dawson, Jr., P.E.
Mailing Address: P.O. Box 590
Raleigh, NC 27602
Telephone Number: (919) 890-3030 Fax Number: (919) 890-3832
E-mail Address:
2. Agent Information (A signed and dated copy of the Agent Authorization letter must be
attached if the Agent has signatory authority for the owner/applicant.)
Name: N/A
Company Affiliation:
Mailing Address:
Telephone Number:
E-mail Address:
Fax Number:
Page 3 of 12
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Newton Road Widening Project
2. T.I.P. Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): N/A
4. Location
County: Wake Nearest Town: Raleigh
Subdivision name (include phase/lot number):
Directions to site (include road numbers, landmarks, etc.): Newton Road between Six Forks
Road (SR 1005) and Falls of Neuse Road (SR 2000)
5. Site coordinates, if available (UTM or Lat/Long): Sites 1 & 2 - 35°52'43"/ 78°38'40",
Site 3 - 35°52'47"/ 78°37'57"
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Describe the existing land use or condition of the site at the time of this application:
Existing two lane roadway with curb & gutter and roadside ditches.
7. Property size (acres): 9.6 acres (Right-of-Way & Easements)
8. Nearest body of water (stream/river/sound/ocean/lake): Site 1 - East Fork Mine Creek
Site 2 - UT to East Fork Mine Creek, Site 3 - UT to East Fork Mine Creek Trib
9. River Basin: Neuse
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.)
Page 4 of 12
10. Describe the purpose of the proposed work: Widen existing roadway from two lanes with
curb & gutter and roadside ditches to a three lane curb and gutter section.
11. List the type of equipment to be used to construct the project: Bulldozer, backhoe, crane, pan
and other typical road construction equipment.
12. Describe the land use in the vicinity of this project: Residential and Commercial
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
N/A
V. Future Project Plans
Are any additional permit requests anticipated for this project in the future? If so, describe the
anticipated work, and provide justification for the exclusion of this work from the current
application: None
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
Page 5 of 12
1. Wetland Impacts - N/A
Wetland Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
(acres) Located within
100-year Floodplain**
(yes/no) Distance to
Nearest Stream
(linear feet)
Type of Wetland***
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http://www.1ema.5zov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.)
List the total acreage (estimated) of existing wetlands on the property: N/A
Total area of wetland impact proposed: N/A
2. Stream Impacts, including all intermittent and perennial streams
Stream Impact
Site Number
(indicate on map)
Type of Impact* Length of
Impact
(linear feet)
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
(please specify)
Site I Rip Rap 0 East Fork Creek 12' Perennial
Site 2 Greenway Path - 1 @
36" RCP w/ Rip Rap
60 UT to East Fork
Mine Creek
4'
Perennial
Site 3 Roadway Fill on
Existing Slope
0 UT to East Fork
Mine Creek Trib
g'
Perennial
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included. (SEE
ATTACHED PERMIT DRAWINGS FOR A DETAILED LIST OF IMPACTS AND THEIR ASSOCIATED AREAS)
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.usgs.gov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.mapquest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 60 LF
Page 6 of 12
3. Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any
other Water of the U.S. - N/A
Open Water Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
(acres) Name of Waterbod
(if applicable) y Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.)
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
4. Pond Creation - N/A
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
The Newton Road corridor between Six Forks Road and Falls of Neuse Road is at or near full
development with a mix of commercial and residential development along the entire length. The
greatest project impact is the construction of a Greenway Path (Site 2) north of existing Newton
Road in the right overbank of the East Fork of Mine Creek. The path also crosses an unnamed
tributary of East Fork Mine Creek with significant upstream urban development. The location of
this reg enway path is consistent with the City of Raleigh Greenway Master Plan and has been
placed in Zone 2 to the maximum extent possible as previously discussed with and recommended
by NC DWO.
Page 7 of 12
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetlands/strmgide.html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
N/A
Page 8 of 12
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP) with the NCWRP's written agreement. Check the box indicating that
you would like to pay into the NCWRP. Please note that payment into the NCWRP must be
reviewed and approved before it can be used to satisfy mitigation requirements. Applicants
will be notified early in the review process by the 401/Wetlands Unit if payment into the
NCWRP is available as an option. For additional information regarding the application
process for the NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/mn/index.htm. If
use of the NCWRP is proposed, please check the appropriate box on page three and provide
the following information:
Amount of stream mitigation requested (linear feet): None
Amount of buffer mitigation requested (square feet): None
Amount of Riparian wetland mitigation requested (acres): None
Amount of Non-riparian wetland mitigation requested (acres): None
Amount of Coastal wetland mitigation requested (acres): None
IX. Environmental Documentation (DWQ Only)
Does the project involve an expenditure of public funds or the use of public (federal/state/local)
land?
Yes ® No ?
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at (919) 733-5083 to review current thresholds for environmental documentation.
Yes ? No
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (DWQ Only)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Neuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ® No E] If you answered "yes", provide the following information:
Page 9 of 12
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
(square feet)
Multiplier Required
Mitigation
1 7875.8 3 0
2 5199.5 1.5 0
Total 13075.3 0
Gone 1 extends out SU teet perpendicular trom near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or .0260.
N/A
XI. Stormwater (DWQ Only)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
See Attachment 1.
XII. Sewage Disposal (DWQ Only)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
XIII. Violations (DWQ Only)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application?
Yes ? No
Page 10 of 12
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
US Army Corps Of Engineers Field Offices and County Coverage
Asheville Regulatory Field Office Alexander Cherokee Iredell Mitchell
US Army Corps of Engineers Avery Clay Jackson Polk
151 Patton Avenue Buncombe Cleveland Lincoln Rowan
Room 208 Burke Gaston Macon Rutherford
Asheville, NC 28801-5006 Cabarrus Graham Madison Stanley
Telephone: (828) 271-4854 Caldwell Haywood McDowell Swain
Fax: (828) 271-4858 Catawba Henderson Mecklenburg Transylvania
Raleigh Regulatory Field Office Alamance Durham Johnston Rockingham
US Army Corps Of Engineers Alleghany Edgecombe Lee Stokes
6508 Falls of the Neuse Road Ashe Franklin Nash Surry
Suite 120 Caswell Forsyth Northampton Vance
Raleigh, NC 27615 Chatham Granville Orange Wake
Telephone: (919) 876-8441 Davidson Guilford Person Warren
Fax: (919) 876-5283 Davie Halifax Randolph Wilkes
Washington Regulatory Field Office Beaufort Currituck Jones
US Army Corps Of Engineers Bertie Dare Lenoir
Post Office Box 1000 Camden Gates Martin
Washington, NC 27889-1000 Carteret* Green Pamlico
Telephone: (252) 975-1616 Chowan Hertford Pasquotank
Fax: (252) 975-1399 Craven Hyde Perquimans
Wilmington Regulatory Field Office Anson Duplin Onslow
US Army Corps Of Engineers Bladen Harnett Pender
Post Office Box 1890 Brunswick Hoke Richmond
Wilmington, NC 28402-1890 Carteret Montgomery Robeson
Telephone: (910) 251-4511 Columbus Moore Sampson
Fax: (910) 251-4025 Cumberland New Hanover Scotland
Pitt
Tyrrell
Washington
Wayne
Union
Watauga
Yancey
Wilson
Yadkin
*Croatan National Forest Only
Page 11 of 12
US Fish and Wildlife Service / National Marine Fisheries Service
US Fish and Wildlife Service US Fish and Wildlife Service National Marine Fisheries Service
Raleigh Field Office Asheville Field Office Habitat Conservation Division
Post Office Box 33726 160 Zillicoa Street Pivers Island
Raleigh, NC 27636-3726 Asheville, NC 28801 Beaufort, NC 28516
Telephone: (919) 856-4520 Telephone: (828) 665-1195 Telephone: (252) 728-5090
North Carolina State Agencies
Division of Water Quality
401 Wetlands Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
Telephone: (919) 733-1786
Fax: (919) 733-9959
Division of Water Quality
Wetlands Restoration Program
1619 Mail Service Center
Raleigh, NC 27699-1619
Telephone: (919) 733-5208
Fax: (919) 733-5321
State Historic Preservation Office
Department Of Cultural Resources
4617 Mail Service Center
Raleigh, NC 27699-4617
Telephone: (919) 733-4763
Fax: (919) 715-2671
CAMA and NC Coastal Counties
Division of Coastal Management Beaufort Chowan Hertford Pasquotank
1638 Mail Service Center Bertie Craven Hyde Pender
Raleigh, NC 27699-1638 Brunswick Currituck New Hanover Perquimans
Telephone: (919) 733-2293 Camden Dare Onslow Tyrrell
Fax: (919) 733-1495 Carteret Gates Pamlico Washington
NCWRC and NC Trout Counties
Western Piedmont Region Coordinator Alleghany Caldwell Watauga
3855 Idlewild Road Ashe Mitchell Wilkes
Kernersville, NC 27284-9180 Avery Stokes
Telephone: (336) 769-9453 Burke Surry
Mountain Region Coordinator Buncombe Henderson Polk
20830 Great Smoky Mtn. Expressway Cherokee Jackson Rutherford
Waynesville, NC 28786 Clay Macon Swain
Telephone: (828) 452-2546 Graham Madison Transylvania
Fax: (828) 506-1754 Haywood McDowell Yancey
Page 12 of 12
Attachment 1
XI. Stormwater (DWQ Only)
Describe impervious acreage (both existing and proposed) versus total acreage on
the site. Discuss stormwater controls proposed in order to protect surface waters
and wetlands downstream from the property.
The project has been broken down into six (6) drainage sub-basins. Of the six,
sub-basins 1 and 4 discharge into jurisdictional streams w/ buffer requirements.
The following table lists the sub-basin, Existing Impervious Area, Proposed
Impervious Area and the Difference in Impervious Area:
Sub-Basin Existing Imp. Area
(sf) Proposed Imp. Area
(ac) Additional Imp.
Area (ac)
1 1.39 1.49 0.10
2 0.83 0.93 0.10
3 0.87 1.31 0.44
4 1.30 2.47 1.17
5 0.62 1.01 0.39
6 0.12 0.14 0.02
Based on the additional impervious areas in Sub-Basins 1 and 4 (1.27 acres), 127
LF of grass swales are required for the project to meet treatment criteria.
Due to site topography and existing residential / commercial development,
implementation of measures adjacent to the streams / buffers that would receive
the stormwater was not applicable in all cases. In accordance with previous
discussions with DWQ, grass swales can be placed in non-riparian sub-basins to
meet the treatment requirements of the stormwater in riparian sub-basins. Based
on this direction, grass swales have been designed and placed in some non-
riparian sub-basins to meet the project treatment requirements. These swales have
been designed in accordance with the Section 5.0 Grass Swales of "Stormwater
Best Management Practices", dated April 1999. Based on the additional
impervious area in riparian sub-basins, 127 LF of grass swales are required. The
project as designed, provides treatment for 1.27 acres of project area and 2.07
acres of off-site residential area and contains 377 LF of grass swales.
BUFFER LEGEND
--•WLB ---- WETLAND BOUNDARY
iW?'8 -., "? -* ; WETLAND
WLB'
ALLOWABLE IMPACTS ZONE 1
X777-77: ALLOWABLE.IMPACTS ZONE 2
MITIGABLE IMPACTS ZONE 1
MITIGABLE IMPACTS ZONE 2
PROPOSED BRIDGE
PROPOSED BOX CULVERT
PROPOSED PIPE CULVERT
(DASHED LINES DENOTE
EXISTNG STRUCTURES).
0 SINGLE TREE
WOODS LINE
¦ DRAINAGE INLET
- BZ1- RIPARIAN BUFFER ZONE
30 f t (9.2m) ROOTWAD
- BZ2- RIPARIAN BUFFER ZONE
20 ft (6.1m)
E- ? FLOW DIRECTION RIP RAP
T?
? TOP OF BANK
- WE - EDGE OF WATER O ADJACENT PROPERTY OWNER
OR PARCEL NUMBER
C IF AVAILABLE
--
- PROP. LIMIT OF CUT
- F-- PROP. LIMIT OF FILL
- A PROP
RIGHT OF WAY El SCOUR HOLE
.
- - NG - - NATURAL GROUND
--?- - PROPERTY LINE
-TDE- TEMP. DRAINAGE
EASEMENT
- PDE - PERMANENT DRAINAGE
EASEMENT
- EAB-- EXIST. ENDANGERED
ANIMAL BOUNDARY
- EPB-_ EXIST. ENDANGERED
PLANT BOUNDARY
-••-? ••-•• -•• WATER SURFACE
XXX XX LIVE STAKES
BOULDER
- - - COIR FIBER ROLLS
DITCH / SWALE
CITY OF RALEIGH
WAKE COUNTY
NEWTON ROAD WIDENING
SHEET OF - 08 / 27 / 03 I
C\j
Z
w w
z"
W W O
LL V N
U.
Q
T
J
ma cli
w o
f
N
J
N
O
W
J
m (V
Q w
=
O
N
T
wN
O
'. N
Q J
0 r-
N L
M T
M M
--
O M
i C)
M
V J O T i T
N
Cl) a a
z S "
M
LO T
?
m
r
J N
Q T
z"
o cq
LO q
co
I-
O.
N o (0 C\l OD
W -? U
JQ
L IL
LL W
M
m ~ z
o
U)
0O
x
x
x
0
U
z
O cr
CD
O J
0
U')
O
Q T `r
? J J J
LU LU
Cc d
}
U
U -- ac ,
N M
Z T N M
0
F
C
(L
O
O N v O
Z
C
Imo- ?
, w fU0
Q O
0
co O
0
c0
w U E
Q
a
111 LL O
Q n u) N o
O
°
(D
~
W
Q
LL
? C
U
C
O
°
0cis O
LL
U)
O
C w O
Z
- °
Oct
C LL
G
N ?
• a
0 O
v °
0
I-
?U? °
Oct
d C y
F- cg as U O
`
a X? 0
? W c
_
w Z a
°' g =
LL a o
w Q? 0
a O
?
J
c
C O
cz C)
o
LL N `
a)
d a.
L
3 0
\
2
N
C
O O O °
E
O ?+ r +
i
O
?
J
J A
J
v
O
Q
Z N cf)
F-
H
TRANSITE CONSULTING
11rT
ENGINEERS, INCORPORATED
ENGINEERS-PLANNERS •CEI
August 28, 2003
Mr. John Dorney
N.C. DENR
Division of Water Quality
1628 Mail Service Center
Raleigh, NC 27699-1628
14
. , RE: Pre-Construction Notification Application
City of Raleigh - Newton Road Widening
Dear Mr. Dorney,
T 15
F 4 1 40
407 G, + lP
/
n
?4r?,?QU?u ? r
rrs ?
Please find enclosed for your review and approval one (1) original and six (6) copies of the Pre-
Construction Notification (PCN) Application for City of Raleigh - Newton Road Widening
Project along with seven (7) sets of Roadway Plans, Profiles, X-Sections and Permit Drawings.
Since the project impacts less than 150 linear feet of Stream and 1/3 acre of Riparian Buffer, no
mitigation costs are anticipated. Also, there are no wetland impacts associated with the project.
As detailed in the application, the project involves widening existing Newton Road from mostly
two lanes with curb & gutter and roadside ditches to a three lane curb and gutter section. The
project also includes the construction. of a Greenway that crosses an Unnamed Tributary to East
Fork Mine Creek.
On April 14, 2003, a field meeting with Steve Mitchell was held to review and verify stream and
buffer impacts. As a result of that meeting, it was determined that the project impacted three
jurisdictional streams: Site 1 - East Fork Mine Creek; Site 2 - UT to East Fork Mine Creek; Site
3 - UT to East Fork Mine Creek Trib.
We understand that the regulations define and provide a certain amount of time to review the
submittal and return comments, but your earliest attention to this application would be greatly
appreciated. Should you require any additional data or have any questions concerning this
submittal, please call.
Sincerely,
TrantSite Consulting Engineers, Inc.
ev..tQ,
James A. Byrd, P.E.
enclosures
cc: Sylvester Percival, City of Raleigh w/ enclosures
file 102.010.001
Quail Corners Commons 1300 Paddock Drive, Suite G-10 Raleigh N.C. 27609 • Phone (919) 873-2401 • Fax (919) 873-2404
?:
?"`? ??
. ?? ??
t
'?
??? ??
???
? ? ?
?? ?
i?,R?? ? ? ' ???
J,?°
??
r
<m
y zz O
H ?
? n
+
?x n
H
C0
zQ
0
O C/3
Q QA- c ,
Z c
O in
K °?T Mco 1?? 00
U.? ~ C
00
CC C.J
W
Z cz: I.- r ? +
? z r
tie u
LU ? y
W Ch w m
%kooo
W
W A o
? ON ?A
CO)
V Q vj^
LLJ
o?
ui Coll
J Joe O
_ 4
(6 ..
^
V o o?
p 0®i0 C
o-m
4
W `L W IT
O LL?13
V
O O O^ 0.,
k; co? -4-1-4-
u Q
NX Q rg OVN :
E-4 aws ON
Ww ?V
W = - co? O^ W,
J? ?W
Q ?O 20
O O UN 0-
Q ?r !-O
S ROAD
J Q W^ z - y ° SIX FO
n
LLJ LU o ?4 i;? 0 i 0
z co
try [?Oo ???
33 H
_ V W ~
OWE N COO
CO cr)
v v O r
1.4 A ?
s .?
N
M m cs CO)
W
m J
_ IA
O O
O
?QO V
h
?O h3? vZ'- ` o
LLJ
SID
cn (D L
Z ue o w
a n ° ° •? 00 0 "' y O C z
o e oyoa O O o? ao M W Z U Z a o` Z C W W
L M II a ua - ' i m Ti
z O 0 O ?O LO H ? Q to Q ?N+ IT cC w°o m ? J
r- r- ?rn Z cL LL,WG m o
z q
4m CL
°P yF, = o ?r II II II II II it pV O V W K a
a .3r. >
Ci ~
®? a Z w N N C 0 "' •V y w
,. A N a t4 z
i avoa ao Q Q Q. / CL z
LLJ
C ?;'':: m m 3 w
Q i? H o'0 a
NOO'H?,1-NOlM3N/NO'4/100'010'Z01 .
MY 3Sn3N 3H1 30 S77V3
01 MY SA!03 XIS WOM3 M v
LJNI?'??NILJN? Z?I a.L??? ,\ y In • SM3NNVld • S133NION3
N JNIN301M 0V0M N0lM3N ° ie v o w d 3€ ?'
y 431Va0d80JNl 'Sa33Nl`JN3 H0137VM j0 A113
H0197V?1 .40 As10 9N111f1SN0O 311?N?I
*ON 1O3POdd p
a3. g Z
Wit dw.A7/d N:YS3b Arro wroa StA oawdaud ++ataltl5)0 3
c r
z = z
O O
5 ° ull o
S
z z z
- - O
> > z
+ ?? N O
ti cD ti' 3
b u a L O
?3 5 ?3 - g O 8
LL; o LL; 3NI1HDIVY4 W p
y a O H O t n S O
n. O O
coo o I.- x 06 N F!.? co
*A he
'A 0
N N X W
-T N ;1 Z o
N K N R N
y
Z Z / \ W
F N
C6 0 log C6 0
clil
Ouvf ? ? / \ d!
O 3 $g I 0 3 8 v
Z Z O? u$ \
C. Z
I 2< Zy I I 2 Zy 1 1 y
v? I I Z W ?^ y d o v `c I I '?' I I
vi om o I I O O 8O o o•o I O "'
U° I r ?- h C7 d OF y I ZZ
c I I 7 LJJ ° W N W N Og mop
oZ
N 68 N O 8 W C9
I I Z+ ;= o Z+
Sri I I J Z:2 O 16
I I J ?? p tom-,
d I I Q ? I I Q z 1 h `$
CL W I O I W O
N I I ? H? y
I I } ?T
F? } q}
'A
E o x
a
m O1
;o CI tu X N O <
V W X N L y x
N ?A
C4
N
N Il oc 3N H z
\ Dy F
`' N
1
X a
T X T
N I N I
y J
$3 ° NI ?3 o I N# to 0
0 oc ° o oe o o I= Z o
3N H IVV4 3 -A
~ N
a a ti T r, O
} /2 CO ,Q
Z W 0
H ?
c? N 8
0
N ? Z ? +
° N
Vf ?
O
/ \ a
i 0
1 1
0
y
O?L
W
O°
3
s
J
Or
J LL 4n 0 LLL
U W O
'
!V 0
°7 ?=Z Z=p
Z
Q t
ad dL. W Z
W
-1 3? W
-uj oZW
!7: N t W m _ = u
W W Z= O
w do W Z=
CL U Z ? V V j J V
n? m N ,' v Q y
<y N
W
c'
J z z
W W
W
T
i Z Z
y W j j
j
W
Z
W
C
`
W
Q
<
m
V
W
?
?
3
?y
°
W
?
H
W
d
?
O
°
<
v W
W
y
0 W
W
y
0
Q
H
pW(
u
iii :
N O
Zf! T.
t ?
w
F
X ?
1
?
Hy
x <
e
? CA
m
? ,
fZ-..
_y
x
c
H
F-
>
>
?
3 0= LU
W OU.
N
MY 3Sn3N 3H1 j0 S77V3
01 OVOM S)IM03 XIS WOMB ?+ r
JrII?ISHNIJNH 'Id2LLN93 r b 130 • Sa3NNV7d • S433NIIDN3 k;: O N O
s 031tlaOdb03NI 'Sa33N19N3 0NIN301M OVOM NO1M3N I H s „ C
H0137VH 30 A113 e Q o o >
HOTHWU 90 ARID s 9NI11f1SN0O 311T-NVIj><<<: >;< 'ON IJ3f'08c] N Q om " ?~
'? i gy °° o N
wd 03W1'd3Wd AO+S30 IMO?OdI A8 0AWd3Wd 7+q'laRtl530 a O Ci z =
4
? N N
O Z
0
o " o
o ? o
0 0
z z
moo}
C (7 ?o C7
U W
°a ----- g a 3 0 `? g
`O p( Y.1 0 w yj
d F CL H
o a O
N I
C6 O
O NOj ~ K O ? Oj ? X
1
16
N
G
N X K
h I iN
N N
II
06 Z I I Z
II
N F N I I F
?- of ?- of
O II O
N M O o I I 2
Q 3+ i Q 3 0
II
Z o? Z o+
o ? I I o
o a z W z I I Z W
L 'o Q F O ?' I I Q
b ?? I O~
0
C4
mom LU -0 mom LLJ
b Vf z+ 8 '? 11 N Z
C
o J o
Z '? I I J F
d
vWi I I C- w 4
II
N 0. N CL.
I I I
N mom* O I ~ N O
H 1 I I N
20
co
N
-0
im ? N
N N 1
c x c ? _L.
ci r
0f o C41
co q
v of ?n p u> N
a3 a3
Q cc 0
o` \
N'
0
C
W
N
LJ O O
J z z
J.1 LU
F
t7
z
?
D
o
J
V
N
m
u
3
?
W
o
? z
W
W
`
? z
W
W
`
L
Q
N
?u
W
?
U w
W g
4?
>
d m
j
u =
d
c =
d
c u
Zo
u
LU
<ui v
N
o
u
H
=
z
N
W
z
H
W
m
a
>
m
>
z
N
W
a H > > 3 N
W
_H
3
K
W
0°
z
o~
N W
V! -A
W N
z?
^z
W
44 W
W pd
IL
y3
13 ad
W O
z W
W
I f LL,
d N
J
? N
40 A
1
1 1
I ? I
2
CD
u
MY 3Sn3N 3H1 30 S77Vd o
01 OVOM SYMO3 XIS WOHJ c
L1A7T1i??Nr1JN? 1?7QWL?L?? day 13J • SM3NNV'Id • S133N1JN3 y V ?` ONIN301M OV0H NO1M3N a ?'v o W ' o M ~'
?L?IlQ y 031V8Od80:)NI 'SN33NIJN3 HJ137V?/ 30 .tll9 ? ° ,L ' c o d
H0197VU 90 A LID y? 9N111f1SN0? 311?N`?I *ON 1 03('Odd V'
>r io * g? c H
a 3 $ 2
W.4 03ard3ad AlM303 -Al. UB 03tlrd3ad MYldRg530 $
i
c
0
W
v
c
O
•y O}
N•
O CA ~
-{- Z
N ?
N ? U
v
0 of ?
0
co t -?- .p .0
_0 $
z 8
G .? NI Z O` NO? Z O a
N O tt70LL F
W F W V!
O Z Z
?0 O Ft/o/ ?O O FOr
a F
CV V < +
N O r N 0 04
z + Z
+
Q Z o
o`. Q z
N o? _V °-?? of _V
W I W 3
0o
o
W W
N •fL? ~
T 4
^I
O
c
0
U'
cm
e
Lb
0
C7
w
c
W
N_
3
W
0
z
O~
Z N
N W
LU us
y J ?
W _y
??
_z
W
y W
W OC
d
H 3
W
?a
W
Z W
e
G F
W
? H
d
m
J ?
N
N
W O O
J z z
0 ?
qty
r
t9
?
J
F
D
J
Fem.
D
Y
?
W o ? I.- I.-
/?
Z
L
V
W
?
v
Z
t
W
„
C
? Z
W
d ?
Z
v W
W
=_F
p W
W
3
p
Q ?
W
K
Z
O U
W
u
d
z U
u ?
?Q
z
N
W
z
N
W
m W
K
W m
p
z
y
W
W N ? 4i W
<3
OVOM 3S/13N 3H1 d0 S77VJ
01
Ar 'r?,T ,?TIION ITT9 r1VILLN r ?T OVOM S)IM03 XIS HOW
Jl?IU99A M v _
HO H 13D • SS3NNV1d • SM33NION3 (n ?O
M o ;, ^
y 431YaOdb03Nl 'SN33NI?JN3 JNIN301M 0V08 NO1M3N w o
l1f1SN0? 311 H0137VH -40 d110
N W ° N ? 8 N ? O ? d
H9Ia7Vx 90 A.LIO JNI
y, 5 1... "ON I33 id - o
,e
w d awv t3W 0393 =0 A?rarou uB 03Wd-%W wouaaps3v 8 3
W op
...! I W i
J
C
1
l 3 W J W
CJ C' 1 V)
J O N L, N
O
V)
Z ONIMVY(7 33S 00+5/ V LS 3N/714JIV N 41
Q}
N33?1? 9NIW , ( i i?r a+ x
?- -- I ? ? Ir dl
? M
1 ` J
a f /\ J $
g 1
a 3M9 I Q ?_. ? ? 2Ze" /
44
a?
cli
?(/? ?? rte'- ??• w w
z z
i.0 O O
U IV IV
to Ln
f-
F-
C) v
CL (I.
! 1. M
w w
1 ? ? V? J J
*a m co
\ !'? J J
A , Q Q
N
0
oil
W ati cfi?(?ppN
o big ?Jjsl jV1
p W
O W??$S?? ???yo?.
ti W
UO4.M
avoy 3Sf13N 3H1 d0 S77VJ
01 GYM SxMOd xis Novi M °v
p
JNI2IaffNIJNa 7d?L 137 • S83NNVtd • Sa33NIIDN3 ° N o
LI?i??
JN/N301M OdOM NO1M3N M W o W „p
y 031VNOdbO?Nl 'Sb33N19N3 H0137M JO A110 N Ci v c V w p .p 4
x0l97Vx .10 AIIJ y, 9NIl1f1SN0D 311 ?Nd21
V) -i
,a* 'ON 103rO8cl o o ?
Vf
and awdw n9 NW3a A ? +A6 o3NYd3Nd 9Jp1 Rom ? ? ?l g x
W ap
J W N
a O W M
C Cc
? W
= Z
Cn
W
O
L Q
W
O
W vi
j_
y
zZ
c?
a
?
x
czm
Wg
a
a
CV
W W
Z Z
O O
IV IV
V) N
F- H
U U
a a
w w
J J
03 co
Q Q
O O
J J
J J
Q Q
'Z
d NEWTON ROAD
END
PROJECT
MHOMAS DR
p AOAO
EEGIN _ sA
PROJECT ?s F? s
W p ° n r,?
MILLBROOK ROAD
s
4? O
k
AALEICH BEL iLINE
VICINITY MAP
DETOUR -h-?H
DESIGN DATA
ADT 2003 = 10,500
ADT 2025 = 19,300
DHV = 10 %
D =50 %
*T = 4 %
V = 45 mph
* TTST=1 DUALS=3
GRAPHIC SCALES
40 0 40 80
PLANS
40 0 40 80
PROFILE (HORIZONTAL)
-? 4 0 4 8
PROFILE (VERTICAL)
Plans Prepared By
`
ee- TRAN SITE CONSULTING
v
? I? ENGINEERS, INCORPORATED
t < ENGINEERS • PLANNERS 9 CEI
1300 Paddock Drive, Suite G-10
Raleigh, N.C. 27609
THE CITY OF RALEIGH
J. RUSSELL ALLEN
c04lf HG^QaG^aQL G3
CM OF RAUUM MCI= RR
N0.„
SHF.67'8
NEWTON ROAD l
WRIANDSI GROUp
49?'d !IiIS
SEC?1pN
LOCATION:
NEWTON ROAD WIDENING FROM EAST OF SIX FORKS ROAD
(SR 1005) TO WEST OF FALLS OF THE NEUSE ROAD (SR 2000)
TYPE OF WORK:
GRADING, PAVING, RESURFACING, WIDENING, SIDEWALKS, CURB & GUTTER,
DRAINAGE, TRAFFIC CONTROL, PAVEMENT MARKINGS, RAISED REFLECTIVE
PAVEMENT MARKERS
END CONSTRUCTION
-GW- STA. 12+00.00
BEGIN CONSTRUCTION END CONSTRUCTIO
-GW- STA. 10+00.00 -Y- STA. 11+86.1
P? P5 (P6
24 I
NtWTON ROAD MI
CO) LE
X Pj P3 ,
o P2 NNEOe'l"
-Gw NEWON Aw Orw!
N Rw SOEffH .y_
9 MEMO(
0 wo
WY
s BEGIN CONSTRUCTION STA. 11.
Sylvester Percival, Engineering Coordinator - City of Raleigh
Doug Saunders, PE, Project Engineer - TranSite Consulting
L
e
?_
A
z
c
3
Z
Z
C
C
ROADWAY ENGINEER/ HYDRAULICS ENGINEER
C
BEGIN CONSTRUCTI
-L- STA. 13+00.00
LENGTH OF PROJECT = 1130 MILES
- Pl
?N
im
END CONSTRUCTION
-L- STA. 72+70.00
CHARLES C. MEEKER
HaVoR
CEHYRQL EH89 EERY H8
OVOa 3sn3N 3H1 30 S77V-4
AST v?7 A' OVOa SYHOJ XIS WOa? v°
?1?1IQ.1 ?l?ll??? ??QW1?.?'J y 130 • SM3NNtl1d • SM33 NI9 N3 01 0N1N3Of OVO4 NO1M3N p?". U O W ?? „° M
y 431V8OdSODN1 'U33NIJN3 c
HJlH7V?I 90 A.LlO y 9NulnSN0? 311 KNH?I H0137Va JO Also - o U o
*ON 1 J3PO8d V) Q
a3 a _
4q! 03tlrd37H N!XS30 ?rrprpa AB 03P11•d3tld MLILdHp530
c
O
0
CU
C
W
-3 a
o ?
2
F.-6 F-
?r)
cV
v
i
C, ?-
x ?T
I
c6
N
° O?
I I
I I
I I
h m ? I I
'n o c I I
o
I
? I I
? II I
I I
x
° of
1
N;o 1 ? ?
a3 I o 0
oo
a
b
oll
(D
C N
m
z
O
O
4W
V_
0
Z
J
V
g
LU
O
z
x
z
O
Q
4W
V_
NZ
Q
J
0
I?
V
3
O
x
Z
O
c5
O
?L moo}
ti
2L
o ?
LL
o °
o?
ZI
OL ? f1}
CV N OI
Zr) r-
II Z
u
6i
z
0
S
0
C p
a6 O
N
I
C7
ap
°o
o I I O Z
v Z G
Oc I I J
FZW
y
/tl
i
O o
° d ,?
° c O W
LU
.
0 lip= (D
a
'
W_
8
+ ~
a U
W
N N
0
O
J
I I Q Z
Z
d a.
N (,
I I O
4 H
x
I
N x
N 4
M
N OI
W P1
z
J z
J
W W
ui Q Q
Z Z
V?/?
V J ,?
W o
W 0
W
V
W W
V W
V Y
J .
Z
W
W
Q <
m
I.-
LU
OWL
u
z
Q
in
W
W
ad
<
OL
f-
W
LU
>
d .?
Q
m
:3
u W
W
°
S
d o W
W
o.
=
Q.
c Q
rn
W
69
u
O
u
O
U
N u
0
Lo
F
m 0
z
H
LA
x
W t9
z
F-
LA
x
x J
m
<
ag
>
m
<
> o
z
1=
LA
uu
W
H 1- > > 3 1V
W
H
W
O°
zz
OF
= v?
N W
N J
N
zO
_Z
r z
W
N LU
W pL
0=
W3
W 1
00
W LL
Z ud
W
W ~
>r
?n
m
< N
J
U
?o
?Lu Z
W
z
oo
4?11-111, z=o
3
p03
Z=
Q N
N
pO amp
+
C
F ZWN
F, d
O ZS y
8 O?
W_
O
y
O
}
x
x
Z
3NIIHOlb'W
O
N Z
W
N
1
I ? I
Q
cD
3NnH M _
N
Z
~ W
N
N Z
1 l
I ? I
0
C
4z J
W O
Dor-
i ZOO
=Z
WIZ
aza
Cie 3W
1 Z=3
lu. H
d
18
Ig
cr)
6
.0
iS
+
N
14
i18
.g
:a
1 O
8
18
t
I LV
I
I
?I
N
ci
N
3N u,'ll YL ? 2
a x \?
-T
gcg a c l c F '
??? y I Z
A
OvOM 3Sf13N 3H1 .40 S17VJ
01 OVOM SNMO3 XIS WOMB M v
0MI NIONw1 ?VQJ.Ng? V q 130 • SHNNVld • S133NION3 5f:: »tyc O W 2 N O M N
y
°s 431N80dbOJNI 'S833NIJN3 JNIN301M OVOM NOlM3N ? v o ? w p ? a
"; ? N o Q p
_ linSNOO 3115 H0137VM J0 ADO
HOIH7Vlr 90 ALLIJ 9Nl
833NCM13 ', 2
WD! 038Yd38d N71S30 AYYOY81/ A8 03tlYd3N.! +Np1aRD530 ?
Q
C
o N
? a
a z
O
0
W
Z
}
O J
IN
o
3 b U
g
o
2,w
o.
o
y
?
O
o
? vi oI
+ r Z
x
o
n !<
in
N
zo
c6
N
of
N
2
i
O 11
N
N O OI
LQ
Go
N
N
o x
C4
C o of
m N N
Qad
6.
0
N•
Lo
N
LU O O
J z z
J.1 W
U'
z
K
k J
Q J
Q
J
/
r
Z
V
V
Z
J
'?
LU
F
?
J
09
W
r
W
6
O
0
Q
u z
W
W
Q z
W
d
W
Q
Q
y
im
O
V
LLI O
V
?O
I u
O
V
= 0
z
H a
z
N
W
J
m
p J
m
ad V
z
xHx
W N IA W 7 ?! W
v) f- > > 3 N
C L
c
?o
C7
L) 8
Z CS
3 +
0
o
W
r O
? g
o g
z o.
z
O
H
W
V!
3
W
T.
O°
z
o?
N W
H ?
L4 La
z?
z
be Q
W W
IL &,
w
W
Oad
W 0
z W
W
Ir
W
d N
N
d
a3 c
0 of
1
0 c
}
0
N O
oil
I .
a ?I
II
?i
II
II
li
? II
ui I
o W
m II
II ?
CL I?
Q ui II
d II
II
? I
II
II
N I I /?
O N Ol/
N
b
r
Lei
$.
0 oe
CL
a
?J I
_TL
'A
?I
of
r
N
l 1
I
0
W
Lb
5
n.
Z
O
0
W
Z
Q
W
g
a
LLi
O
Z
x
O
O
g
IL
F
T
OV08 3Sn3N 3H1 d0 S77V-4
01 MY S)fMod XIS woad
ONIQ.'19NION? 133 • S43NNVld • S733NI•J N3 W A
°c
OVOM NO1M3N ^? o V)
431VWdaOJNI 'SMNION3 JNIN301M .., „ ,te a
. > H0137VU JO A110 N > ° v o
H0197VU 90 A.LIJ VNainSNOD 3115 NVbl ,'-<><:_:;>; 'ON 133road " Q
w io v
11 MVW3 AVAU'04x rAV MUM gmdw2m is Z =
fip! Q.dfINd3Ud 9 9 WK30 A1'/IOVOY
nn-L cc v / S :7Nl7HJ1dW
xg
a
W
J ?
O
? W
J V)
O W
)
zZ
d
x
zm
- - - vv r'p v 1J -J/V/ IHJ-LVPV
Ov021 3sn3N 3H1 J0 S77V-4 ?T 'i 01 OvOM SYNO-4 XIS WOMj Z>
N : O
9 IIvlglq IIDNff V 133 ° S83NNV14 • S333NION3 :2 Z V) O
y 431d80d80JNl 'SN33N19N3 .? ONIN301M OVOa NO1M3N Li o w gip"
HJI?ZY?I .40 ?I.LI? y ? H0137vb .10 Ally '? c a o o I
9NIilnSN0O 311 T-NY I j
°?3?d ion 'ON 1 J3road 11 - ?
ar0e aaura3w nv HS3a?'rniar?04NOU 'Ae 0-241.. M A0uam30 3 tf $ x
3
w1q; I r
J O
U.
a ?
a?C°
I W 0-
.J = O
? Z
? Q
O w
LL N
5d ON/Mb'dp ??S OOf 5f, y1S -7N/7140lb'!N
a
I_ I 161.33' am
i. ; NNV9'46'M A z m
O I I ? ? C Q n /.'S
' 4 A rV1? pZ
a Q Zoo r? g
tt I I A!
F
l: 'll W W W
4; 1 1 ?.1\ I? ? ?
i I y
lit
31
+2 \ \\' \\\\ 1
0
l P
1
1
\ u?o'
\ =Ogg
O O ? ? `\ X ZZA 9A p/
?W *k
\4Z 0V'
ti `? 'yC Ofi?
+50 '
N \ 2 \ ` y Oaof\
\'.., \\ , Ito sCL
0 2
O \ 1
P n0 \ W
a
\\ X
\ q \\ 'T
l\ / , 1
2A9
?;? + 1 ?? 239 ?? M < w
\ ?e 4629 ?aD? \ W
\ \. W Ny5 W
W:° - ?WY6 l\
O U8~\ \
\ 1 \ Ism-,
Sv t
S ap' W 11 1' ; 1\ 11 ig'
ho t
NC?N~ y'\/\I I 1
f d JN(My? 90 -9-9s 00+5f d1S 3NI?HO1dW
?
ys y u04-1AGUIU p/100'010701
Z, x
xorH'IVx 90 Is10
wd 03tl.d3W
.oe
13D • SUNNVld • 5833NION3
(131V8Od80:)N1 'SH33NION3
%iiinSN0D 311TINVIj ; .;
a3381w3 smnnvow
7 NM30 AM M AB 03MGM
O_/ n.,,,..
OVOM 3Sn3N 3Hl JO S77Vd
Ol OVOM S.MOd xis WOMd
JNIN301M OVOM NOlM3N
H0137VH d0 A110
*ON I J3PO&cl
wat<Rom
M
O a V ?
N ? o
°v
u O 1?
W C C
J N
O ? o
N < c $
W Lp
d O
o
cr-
^
`-L V) ac
I W Q-
J = Z
? N Q
O W
W W
zZ
O.a
C
?I
z?
?z
x8
a
e AN
N
onm M
3 ?
0
W;
d
J ?
J
-j W
Z W
Z
O O
N N
N V)
U U
a a
C
w w
J J
co co
Q Q
O O
J J
J J
Q Q
NE
Va ??.?,... _
MY 3Sn3N 3H1 d0 S77Vd
01 Oros S3aod xis Woad °v -
O V) o
JNI1I219NIJNIF 7F'2LLNHO V 13D • S83NNVld • SY33NION3 I
JNIN301M OY08 N0lM3N o a v ° ?"
s 431V80d80?N1 'SN33N19N3 ..? ??
N W g ° X10 a
HOISWU 90 AXIO y 9NwnSN0? 311S'NV8 H9137Ya do A1I0
1 *ON 133rOdcl g oo p U o
tl N W' 3 5,'MYIYML/N a Al 8 Z
4q! 03PIYd3N/ 9 N'M30 AYMOY011 +AB 031Yd371d ,AO/LdR3S30
Ld 49NIMM"
4
RF_
u 2
4
N ",L
8
W
p o
L S
N
_ O
SL'SFS-L1 .149r.LrrpS
??•Lr.roS ?
M?p
No?'11
N Fw.?
I?.O
gig
:00.1
A
Jp Mlpppl
Of?
N
O ???? ww
WIC
>
v
N ?
A ?
5'
/ A2
?1
N
gi'a
W``sa
i
Sd ftjv- O
':-re s,2frxi
}
s'T
v
'n
§gj
<Q`
4i8
l
O
WM R<
III 1
ae3
?x tom
M
Q?4 b
I
N
M M
Q 3M T O
3 f?NN_
? JN»
Q V 4- U
rntivui
Qi NC3
?V100
? c
O / /
j
T I 15
N ?'?,
Y
?
p
I r
:1 --
?
0
f= ?r-
a:
W T
-1 O
O ? ~
E
VS
R
NI?N?1dW Q
33S 00+Sg dls 3 =_
s
UJI
``
X ,
..mot'
I. '
-
W M
+ xM
b
ALL"
F
_m
µw1 N
F • M I
$ o
_
W
MH??
z
`V
`
m I '. Zus°??Q
( I.
? ?
'' \ I,
I
I
g m s
II I y 2gO
S 'LSA 40
,.] Z
<..:
a W o
i ?I. i??
Ij a W as3 a
f?
_? IL-?1?.ZO,OE.SON
u m
O ?6n•n
a. $
Q7i ep .y ,l
oZ 3. C \A. pia
K 0
2h
VPyI{fS?N
?•f1
J
4\\Jti\
N Z?tiN
Z•NN
SILO
-73S 06S
b S ?N/7y
O-/OY
/ II !
I 11 I
11 ? 1
11 ;
11 I r-
A I ?I Irs•`
i
?? 1 ;fir 1
I
GV0V 3Sn3N 3H1 d0 S77Vd
V L1 ?r 01 OVO?! MOd XIS WOMB I„ lw
JNI?I219NIJNH 7d2LLN?? O ti H 133 • Sa3NNVld • Sa33Nl•JN3 . tw ? Z 2 h •1 O
ONIN301M OVOV NO1M3N w o
s 431dNOdaOJNI 'Sa33NIJN3 °'°.a # o ?Lj c? N < -i ,1
9NwnSN0:) 3115-NY1 j H0137V?1 d0 A110 N o U W o o a
HOIH7Y?I .40 A.LIJ y
.; ....::::: 'ON 1 Jiro(Vd
Vf
w d CNV.O W a' 5 i?iaro "r ue MW.GW +VIAMO ao 3 I x
J 10 J
j. W J W
I N I N
LL N N
z
Z
a?
rx
a
zm
/
w
y2a
W <x ?
S26?o$K /
Z?p5
U p\S2 /
Ih?P?
Q N? /
? W
2362` 4
+j9
5`9 qM1
\
NO•6
z SHEET
vs. EE
;gym r
T `A 65+00 5
AT?HLl S
M
ti
t?
?O
t0
I
1
f`yM /
Z?"
OVOM 3Sn3N 3H1 3O S77Vj
'r v 01 OVO!! sydo3 XIS How
ON1921SNION?f .7 7d QiliN.?w7 N 13D • S33NNYId • S433NISN3 p N
9NIN301M OVOM NO1M3N w - Z
s (MVS0db0?NI 'Sa33NION3 a o+ W o
H0I217VII 90 ALIT y 9NIl1f1SN00 311!rNWH9137Va d0 AlIJ N a " o
1; , :. *ON 1 J3ro8d o
OV
vas aWdAW 1133NgN3 SX nA101Otl A9 O-W.C W wgldags3o 2{ L O
N a
I cl 0 cq m
o.
vv
u u C
?..
N
Q u u ° LL
&
a a c N a
wo
2>
ci
.
I
_ ? r
\ r
?l
4
\ W ?x I j
I \
----- --' -
- w
C_
•
I _
+. _
?w
I - - -----------------
-
T. -
.
'..
: , i
+a I
Sq
?
M
,
...
1
1T
Tit
,I
T. ?f
of
N
OBI
co
I
?I
'0I
r
?I
r
I}d•s?ys all4.oudlall4.ou,4iu5r>iinn•nrn•7ni
OVOM 3Sn3N 3H1 30 S77VJ o
V ^ vr .T 01 OVOM SM2103 XIS WOMj v
1199NIJNg 1dQWN?T? db 130 • Sa3NNVld • Sa33MON3 O
431Va0dW:)NI 'S833NION3 ONIN301M OVOM NO1M3N G M
xJl9'Tv?1 90 AXI 9NwnSN0? RIT-N". < ;,y H0137V8 j0 d113 N W C (%j JJ a
0, U.
'ON 1 J3rO8d o o N,
MI.
w0d 031/Yd3Nd ai AW30A1'v ?
d10M 'AV 03VV.CW 9aldd2m
i
Ci e+? cq ri Cl ci cn ?'?! chl c Cl, a
1 _. - - -- - - - -
-
1 ? L
i
j ol
-
1 ?$
O ` L
0
i ? .
1 3?
r' -r - 11 W IF
-44
? i
011
.
I
\ ? 8 III 11
4Wl?L' i
i
,I 71
i
c?
?! 77
:
w
r.. _. .-.?-_._-_ .. - ....
77 --
,
,
.
,
i
1
1! ci
I4.a'S-? Us an- oua/a/i-.oa //uDp/1n n 'n In ,7n l
OVON 3Sn3N 3N1 JO S77Vj o,
vv
01
t1 V9ii ?T ?Tr .T .T?t 0708 S)IHO3 Xis WOM.i
?NIM9NIDNI1VIIXATHD 130 • SUNNVtd • S433N19N3 .; R' Z to ', '' O 00 P
o W w
a 431V>1Od80JNl 'Sa33N19N3 JNIN301M OV0V NO1M3N w 5
< N o. c.>„„ o w
H0 -40 A110
HJ12[7Y?I do 'I.LIa
9NIl1fiSN0O 311?N?I j°ON13103f'02?d
-1 -1 .4 -C o Q a
r: -
woe mone3w dv s v?"?OAMr ae 03xe3ad ++aia+as3c g $
Caa H N OBI Q OI OBI, (SI, COS
? cy7 t?'>f ? ? ?! ?! 'd1 MM !? M
OI
O•I
m
ch
001
I,. I
co
,01
m
L
M
l-.d•s-Pys 911
/100'010'd01
OVOM 3Sn3N 3H1 30 S71V-l
01 OV021 5?2?03 XIS WO?l3
ONII[HaNIONS 7?'2LLN.?O q 133 • SU3NNVId • S333N1'JN3
ONIN301M OV08 NO1M3N a, w o
a31VSOdSOJNI 'SS33NION3 N a
HJIH'7VU 90 ALEIJ _ 9 ilnSN0D 311?NtlZlj :. 5l H0137VH 30 Alp a
'ON I33ro8d
g?
a33NOw3 s?nraaur g $
woe o3are3ud . ?r?s3o ardwr0y ue o3rre3w Miaias3o 3
N a •oi r a ?+ d •a N a a a
d a a •-+ a off.
IV i
o.
vv
u u ?
w = = R ao ?n
u
Q u ? O ?
?o ?o a
N U V O VC
S> 01
to
o•l
v
m h
0
o ?.
--- -- ---- --- - --
Ni
`Q
101
11
?I
aq
a
/100,010,1101
ai
gn
all 4.
001
LO
^I
in
101
LO
tn I
LO
•rnn•zro
OVOM 3S113N 3N1 JO S77V! b,
Ol OVOM S)Idod XIS HOW vv
V b
JNI499NIJN9 130 • S83NNVtd • SV33NI9N3 cr Z N •1 •' O 00 f r,
7F'2I•Ll?i?? " '' `' m o W --
y 431V80d80:)N1 'S833NIJN3 ONIN301M OVOM NO1M3N w 5
H0I217Y?I 90 <I.LIJ H0137Vt! j0 Al/O
io 9 iinSN0D 31I?NV?Ij 'ON 1Q3('02?d ??? a
n33N0N3 $" YOM d c1 `? ? >
Wd WW430d 9 NOS30 AMMOMON AO 03VVd3Ud fioll kom
d
of
01.
10
co
10
?I
?o
101
,o
Ln I
%C
al ??-o?d/alld o-+d/u6P/100'010'ZO!
a-Us oj,4.oJa/aii4-oa,41ubplinn•n1n•7ni
THE CITY
CENTRAL
0
J. RUSSELL ALLEN
Cory MANAGER
-YI-
CROSS SECTIONS
1 1.
NEWTON ROAD WIDENING FROM EAST OF SIX FORKS
ROAD TO WEST OF FALLS OF THE NEUSE ROAD
-L-
Or
X-Sections Prepared By
01
TRAN?ITE CONSULTING
ENGINEERS, INCORPORATED
s€h ENGINEERS a PLANNERS a CEI
1300 Poddock Drive, Suite G-10
Raleigh, N.C. 27609
X-1
X-31
a" a µL? l Xwomm SHEET TOTAL
NO. SHEETS
NEWTON ROAD X34
OF RALEIGH
ENGUNEERONG
CHARLES C. MEEKER
MAYOR
THRU X-30
-G W- X-32 THRU X-34
CROSS-SECTIONS ARE PROVIDED FOR QUANTITY PURPOSES ONLY
DO NOT USE FOR CONSTRUCTION,
SEE SHEET EW 1 FOR EARTHWORK SUMMARY.
GRAPHIC SCALES
io o io Zo
Fml-
PLANS
T a a t
uAr,
F!r
r
? t 1 ?
4 1 0 4
? r . ?
1 t ? ?
QP
40
i o f 1� �ssq
! a i
> r a
# f . a
? ? s t
? ? i ? ? ?
i
i
i
�w;�rrs��r.rr�.irr�■�.r.rrurrw�riusrrirurrQ+�►wr��� ��S®i�li®� i�w
AD
i 1 ? i s
W
LC
j
L
r
c
,
I +? i
i
11
J!
I
- - -
- - -
-
---
--- ---
- - ---- --- C
1 1,
{ I
I
1
} j j ..+ j
i c ? 1 s
1. Z ? ? ti ?
1 1 & I 1 f
i ? c s 1. ?
It L 1 % 1
1 `1 f. 16 t1 6
* 16 1 "k A
Is 114 w 1% C. I*
+ 4 L I- Li
A *. & b -.? V