20121146 Ver 1_Public Notice_20121228

I I
''''' PUBLIC NOTICE
US Army Corps
Of Engineers
Wilmington District
Issue Date: December 28, 2012
Comment Deadline: January 28, 2013
Corps Action ID #: SAW- 2012 -01562
The Wilmington District, Corps of Engineers (Corps) has received an application from
Charlotte - Mecklenburg Storm Water Services seeking Department of the Army authorization to
impact 1,302 linear feet of stream channel associated with the Parkwood Storm Drainage
Improvement Project, between East 13th and East 15th Streets, in Charlotte, Mecklenburg County,
North Carolina.
Specific plans and location information are described below and shown on the attached plans.
This Public Notice and all attached plans are also available on the Wilmington District Web Site
at http:// www .saw.usace.anny.mil /missions/Re ug latoryPermitPro rg am.aspx
Applicant: Charlotte - Mecklenburg Storm Water Services
Attn: Mr. Isaac Hinson
600 East Fourth Street
Charlotte, North Carolina 28202
AGENT: Carolina Wetland Services
550 E. Westinghouse Blvd.
Charlotte, North Carolina 28273
Authority
The Corps will evaluate this application and decide whether to issue, conditionally issue, or deny
the proposed work pursuant to applicable procedures of Section 404 of the Clean Water Act (33
U.S.C. 1344).
Location
The project area encompasses a portion of the Parkwood Neighborhood in Charlotte, North
Carolina. The project is located northeast of East Brookshire Freeway between East 13th and East
15th Streets (Figures 1). The project area contains unnamed tributaries to Little Sugar Creek.
Little Sugar Creek is a tributary that ultimately drains into the Catawba River. The Catawba
River is located in the Santee watershed and eventually drains to the Atlantic Ocean.
Specifically, the Catawba River joins the Santee - Cooper River in South Carolina before entering
the Atlantic Ocean. The Catawba River is considered Section 10 navigable water at the Mountain

Island Lake Dam on Lake Wylie in Mecklenburg County which is located several miles
downstream from the project site. The project site coordinates are 35.232098 °N and
- 80.825858 0W.
Existing Site Conditions
The project area is approximately 117 acres in size. The current land use for the project area
consists of residential streets, commercial properties, and city streets with small adjacent wooded
areas. Typical on -site vegetation includes willow oak (Quercus phellos), Bradford pear (Pyrus
calleryana), kudzu (Puereria lobata), broomsedge (Andropogon virginicus), and Virginia
plantain (Plantago virginica). An aerial photograph of the project area is attached (Figure 3).
According to the Soil Survey of Mecklenburg County, on -site soils consist of a variety of non -
hydric and hydric soils to include Cecil -Urban land complex (CuB), Monacan loam (MO), and
Urban land (Ur). Monacan soils (MO) are listed in the North Carolina Hydric Soils List for
Mecklenburg County as having hydric inclusions. This soil type exhibits inclusions (pockets) of
hydric soils, but are generally not entirely hydric in nature. Approximately five percent of the
proj ect area is comprised of these soil types.
A portion of the project located downstream (south) of North Davidson Street is located within
the 100 -year FEMA floodplain (Figure 5, attached). A Mecklenburg County Floodplain
Development Permit will be required for the portions of the project located within the 100 -year
floodplain.
The results of the on -site field investigation conducted by Carolina Wetland Services indicate
that there are three jurisdictional stream channels (Streams A, B, and C) located within the
project area (Figure 6, attached). On -Site jurisdictional waters include Little Sugar Creek and
unnamed tributaries to Little Sugar Creek. Little Sugar Creek is located in the Santee River basin
(HU# 03050103). Little Sugar Creek is rated "Class C Waters" by the North Carolina Division of
Water Quality ( NCDWQ). On -Site jurisdictional waters of the U.S. total approximately 3,800
linear feet (0.84 acres). No wetlands were identified within the project limits. On -Site
jurisdictional waters are summarized in Table 1 below.
Table 1. Summary of On -Site Jurisdictional Waters
-2-
Jurisdiction
I
NCDWQ
USACE
Approx.
Jurisdictional
SCP
Steam
Stream
Length
Approx
USACE/EPA
Feature
Rapanos
Intermittent/
No.
Classification
Assessment
Linear
Acreage
Classification
Perennial
Score
Score
Feet (If)
(ac.)
Stream A
RPW
Perennial
SCP1
40.5
54
676
0.31
Stream B
RPW
Perennial
SCP2
35
37
2,731
0.50
Seasonal
Stream C
Intermittent
SCP3
24.5
31
393
0.03
On -Site Total:
3,800
0.84
-2-

A geomorphic survey and analysis was performed which included cross sectional surveys, and
photographic documentation of the stream within the project area. Channel profile and pattern
were derived from surveyed data collected. This data was used to classify each reach using the
Rosgen Level I system. The locations of the stream cross - sections are shown on Figure 7
(attached).
Three reaches were assessed using Rosgen Level I Classification methods. Reach 1 was
classified as a combination of Rosgen G and F type channels. Reach 1 is approximately 666
linear feet in length and is located between North Davidson Street and Belmont Avenue. Based
on field evaluation this stream reach exhibits the characteristics of a Rosgen G type channel
upstream of North Alexander street and a Rosgen F type channel downstream of North
Alexander Street. The stream channel lacks sinuosity and is deeply entrenched. Mean bankfull
width and depth for this reach are 20.25 feet and 1.45 feet, respectively. The average flood prone
width for this reach is approximately 35 feet. This reach displays bank height ratios of between
1.69 and 3.03, and entrenchment ratios of between 1.39 and 2.17.
Reaches 2 and 3 were classified as Rosgen G type channels. Reach 2 is approximately 359 linear
feet in length and is located between North Caldwell Street and North Davidson Street. Based on
field evaluation, this stream reach exhibits the characteristics of a Rosgen G type channel. The
stream channel lacks sinuosity and is deeply entrenched. Typical bankfull width and depth for
this reach are 12.5 feet and 1.66 feet, respectively. The average flood prone width for this reach
is approximately 24.5 feet. This reach displays bank height ratios of between 2.18 and 4.34, and
entrenchment ratios of between 1.6 and 1.76.
Reach 3 is approximately 470 linear feet in length and is located between the Norfolk Southern
Railroad line and North Brevard Street. Based on field evaluation this stream reach exhibits the
characteristics of a Rosgen G type channel. The stream channel lacks sinuosity and is deeply
entrenched. Mean bankfull width and depth for this reach are 13.3 feet and 1.62 feet,
respectively. The average flood prone width for this reach is approximately 18.35 feet. This
reach displays bank height ratios of between 3.86 and 6.22, and entrenchment ratios of between
1.19 and 1.58.
Applicant's Stated Purpose
The purpose of this project is to reduce structure and street flooding throughout the Parkwood
neighborhood and to address channel erosion problems within the project area. Specifically, this
project will reduce flooding, dissipate high velocity storm flows at outfalls, reduce storm -
induced erosion downstream of culverts and will bring this storm water system up to city design
standards to address these issues.
Project Description
The overall project will involve the replacement of existing culverts, bridge removal, installation
of rip rap aprons, stream relocation, and stream enhancement. Stream B upstream of North
Brevard Street and downstream of North Davidson Street will be enhanced by laying back the
banks and installing bankfull benches to provide improved bank stability. The stream banks will
-3-

be planted with native woody vegetation to provide bank stability. This will also result in
reduced sediment input to the stream. The existing stream channel will be realigned upstream of
Belmont Avenue to eliminate the sharp, unstable bend located south of North Alexander Street
and to create an improved entry to the new Belmont Avenue culvert. The realignment of the
stream channel will result in filling approximately 240 linear feet of the existing channel and
creating approximately 215 linear feet of new stable stream channel. The relocated channel has
been designed with natural channel design techniques and, when compared to the existing
channel, will provide improved habitat and floodplain access. Proposed impacts to Jurisdictional
Waters of the U.S. are shown on Figure 11 (attached).
Unavoidable impacts to Jurisdictional Waters of the U.S. total 1,302 linear feet of temporary and
permanent stream impacts. These impacts include 707 linear feet of permanent impacts and 595
linear feet of temporary impacts. An additional 215 linear feet of new stream channel will also be
created (Figure 11, attached). Impacts to jurisdictional waters are summarized in Tables 2 and 3,
below.
Table 2. Proposed Impacts to Jurisdictional Waters of the US
Jurisdictional
Feature
Intermittent
/ Perennial
Impact Type
Plan
Sheet
No.
Station No.
Total Impact
(Temp. and
Perm.)
Len h(lf)
Approx.
Acreage
(ac.)
Rip rap apron
4
18 +78 to 19 +26
48 if (Permanent)
0.012
Culvert
Replacement
4
19 +26 to 20 +05
211f Net Impact
(Permanent)
0.005
Rip rap apron
4
20 +05 to 20 +35
301f (Permanent)
0.007
Stream Relocation
4
20 +35 to 22 +50
2401f (Permanent)
(25 if Net Loss)
0.066
(0.007)
Enhancement
(bankfull benching
4 & 5
22 +50 to 25 +44
2941f (Temporary)
N/A
and live staking)
Rip rap apron
5
25 +44 to 25 +92
481f (Permanent)
0.011
Culvert
Replacement
5
25 +92 to 26 +65
22 if Net Impact
(Permanent)
0.005
Rip rap apron
5
26 +65 to 26 +87
221f (Permanent)
0.005
Perennial
RPW Stream
B
Perennial
Rip rap apron
6
29 +82 to 30 +30
481f (Permanent)
0.011
Culvert
Replacement
6
30 +30 to 30 +90
0 if Net Impact
0
Rip rap apron
6
30 +90 to 31 +22
321f (Permanent)
0.007
Rip rap apron
6
31 +74 to 32 +22
481f (Permanent)
0.011
Culvert
Replacement
6
32 +22 to 33 +17
10 if Net Impact
(Permanent)
0.002
Rip rap apron
6
33 +17 to 33 +32
151f (Permanent)
0.003
Rip rap apron
7
34 +15 to 34 +55
401f (Permanent)
0.009
Culvert
Replacement
7
34 +55 to 36 +26
651f Net Impact
(Permanent)
0.015
Rip rap apron
7
36 +26 to 36 +44
18 1f (Permanent)
0.004

Table 3. Summary of Project Impacts
Impact Type
Impact Length
(linear feet)
Enhancement
(bankfallbenching
and live staking)
7 & 8
36 +44 to 39 +45
3011f (Temporary)
N/A
Stream Impacts (Total)
Stream Enhancement
(595 If)
1,3021f
0.173 ac.
Stream Enhancement Impacts (Temporary) IF
595 if
N/A
Stream Impacts (Permanent)
7071f
0.173 ac.
New (relocated) Stream Channel Created
215 if
0.049 ac.
EL Net Permanent Impact to Stream Channel
492 if
0.124 ac.
Table 3. Summary of Project Impacts
Impact Type
Impact Length
(linear feet)
Culvert
118 if
Rip Rap Apron
349 if
Stream Relocation (240 if of old channel filled, 215 if of new channel created)
25 if
Stream Enhancement
(595 If)
Due to the poor quality of the jurisdictional streams in the project area and the stream
enhancement work being conducted, the applicant is proposing that the project be considered
self - mitigating since the project will have an overall positive impact on the quality of Perennial
Stream B. There are a total of 707 linear feet of permanent impacts proposed. This includes the
240 linear feet of channel to be relocated. Approximately 595 linear feet of stream enhancement
is proposed and an additional 215 linear feet of stable stream channel will be constructed as part
of the relocation. The relocated stream channel will be constructed using natural channel design
principles. The stream design will maintain a low flow channel and will incorporate bankfull
benching, in- stream structures and planting with native woody plant species. In total, 810 linear
feet of Perennial Stream B will be enhanced.
Other Required Authorizations
This notice and all applicable application materials are being forwarded to the appropriate State
agencies for review. The Corps will generally not make a final permit decision until the North
Carolina Division of Water Quality ( NCDWQ) issues, denies, or waives State certification
required by Section 401 of the Clean Water Act (PL 92 -500). The receipt of the application and
this public notice combined with appropriate application fee at the North Carolina Division of
Water Quality central office in Raleigh will constitute initial receipt of an application for a 401
Water Quality Certification. A waiver will be deemed to occur if the NCDWQ fails to act on
this request for certification within sixty days of the date of the receipt of this notice in the
NCDWQ Central Office. Additional information regarding the Clean Water Act certification
may be reviewed at the NCDWQ Central Office, 401 Oversight and Express Permits Unit, 512
North Salisbury Street in Raleigh, North Carolina. All persons desiring to make comments
regarding the application for certification under Section 401 of the Clean Water Act should do so
-5-

in writing delivered to the North Carolina Division of Water Quality (NCDWQ), 1650 Mail
Service Center, Raleigh, North Carolina 27699 -1650 Attention: Ms. Cyndi Karoly by
January 28, 2013.
Essential Fish Habitat
This notice initiates the Essential Fish Habitat (EFH) consultation requirements of the
Magnuson- Stevens Fishery Conservation and Management Act. The Corps' initial determination
is that the proposed project will not adversely impact EFH or associated fisheries managed by
the South Atlantic or Mid Atlantic Fishery Management Councils or the National Marine
Fisheries Service.
Cultural Resources
The Corps has consulted the latest published version of the National Register of Historic Places
and is not aware that any registered properties, or properties listed as being eligible for inclusion
therein are located within the project area or will be affected by the proposed work. Presently,
unknown archeological, scientific, prehistoric, or historical data may be located within the
project area and /or could be affected by the proposed work.
Endangered Species
The Corps has reviewed the project area, examined all information provided by the applicant and
consulted the latest North Carolina Natural Heritage Database. Based on available information,
the Corps has determined pursuant to the Endangered Species Act of 1973, that the proposed
project will have no effect on federally listed endangered or threatened species or their formally
designated critical habitat.
Evaluation
The decision whether to issue a permit will be based on an evaluation of the probable impacts,
including cumulative impacts, of the proposed activity on the public interest. That decision will
reflect the national concern for both protection and utilization of important resources. The benefit
which reasonably may be expected to accrue from the proposal must be balanced against its
reasonably foreseeable detriments. All factors which may be relevant to the proposal will be
considered including the cumulative effects thereof, among those are conservation, economics,
aesthetics, general environmental concerns, wetlands, historic properties, fish and wildlife
values, flood hazards, flood plain values (in accordance with Executive Order 11988), land use,
navigation, shoreline erosion and accretion, recreation, water supply and conservation, water
quality, energy needs, safety, food and fiber production, mineral needs, considerations of
property ownership, and, in general, the needs and welfare of the people. For activities involving
the discharge of dredged or fill materials in waters of the United States, the evaluation of the
impact of the activity on the public interest will include application of the Environmental
Protection Agency's 404(b)(1) guidelines.
WON

Commenting Information
The Corps of Engineers is soliciting comments from the public; Federal, State and local agencies
and officials, including any consolidate State Viewpoint or written position of the Governor;
Indian Tribes and other interested parties in order to consider and evaluate the impacts of this
proposed activity. Any comments received will be considered by the Corps of Engineers to
determine whether to issue, modify, condition or deny a permit for this proposal. To make this
decision, comments are used to assess impacts on endangered species, historic properties, water
quality, general environmental effects and the other public interest factors listed above.
Comments are used in the preparation of an Environmental Assessment (EA) and /or an
Environmental Impact Statement (EIS) pursuant to the National Environmental Policy Act
(NEPA). Comments are also used to determine the need for a public hearing and to determine the
overall public interest of the proposed activity.
Any person may request, in writing, within the comment period specified in this notice, that a
public hearing be held to consider the application. Requests for public hearings shall state, with
particularity, the reasons for holding a public hearing. Requests for a public hearing shall be
granted, unless the District Engineer determines that the issues raised are insubstantial or there is
otherwise no valid interest to be served by a hearing.
Written comments pertinent to the proposed work, as outlined above, will be received by the
Corps of Engineers, Wilmington District, until 5pm, January 28, 2013. Comments should be
submitted to Ms. Amanda Jones, Asheville Regulatory Field Office, 151 Patton Avenue, Room
208, Asheville, North Carolina, 28801 -5006.
-7-

r
Legend e
Project Limits
On -Site Streams ��°°
Roads y`r l..• QS/y'� r rr• �,. - I sf
{ �.. °ate hS�
,X >>
.. , 00 e\
S� ,
/ '
9cv� y
s '
r •:
F� 'soh
Ae fro ��ti S�
5. .
�` _. rti aec� y5ti y
ce �-
c5 1
a
Ln 71
x Olt ,
500 250 0 T 500 Feet 9"
REFERENCE: AERIAL PHOTOGRAPH PROVIDED BY MECKLENBURG COUNTY GIS DEPARTMENT, DATED 2007.
FIGURE NO. Aerial Photograph 1 J
SCALE: �� 500' DATE: 11-20-12
CWS PROJECT NO: DRAWN BY:
3 of 11 Parkwood SDI P CWS 2011 -2877 TJ B
Charlotte, North Carolina C. mj wW I-d9s mi APPLICANT NO: CHECKED BY:
CWS Project No. 2011 -2877 WWW,CWS- //VC./VE GCA

a'
Reach 3 XS -1
RS &H XS 2950 tis
r t �,�►
- , •;- �_ " -�.� -, � Reach 3 XS -2
RS &H XS 2900
it
- r \
�F
> ; Reach 2 XS -2
RS &H XS 1950
k .% ,tom Reach 2 XS 1.
' RS &H XS 1850 {
goo
4 AIN,
p s•
N Reach 1 XS -3
RS &H XS 1450
X
X
S
Legend rte\ Reach 1 XS -1
g �' RS &H XS 1192
y 'ti
On -Site Streams"
�.
Jurisdictional Stream Channel Reach 1 XS -2 /
Reach 1 ��� °, . RS &H XS 1100
s�, o
Reach 2 X, '
....... Reach 3 r k
r k i
Buildings k
Roads
X
ti x
NOTE: JURISDICTIONAL WATERS OF THE U.S. WERE DETERMINED AND CLASSIFIED BY CWS, INC. t
ON FEBRUARY 10, 2012. JURISDICTIONAL FEATURES HAVE NOT BEEN VERIFIED BY THE USACE.
200 100 0 200 Feet
REFERENCE: BACKGROUND GIS LAYERS PROVIDED BY MECKLENBURG COUNTY GIS DEPARTMENT, DATED 2007.
STREAM AND WETLAND LAYERS GENERATED BY CWS, INC., DATED FEBRUARY 2012
FIGURE No. Cross Section Locations SCALE: 1 : 200' DATE: 11 -20 -12
CWS PROJECT NO: DRAWN BY:
7 of 11 Parkwood SDI P I CWS 2011 -2877 TJ B
Charlotte, North Carolina APPLICANT NO: CHECKED BY:
CWS Project No. 2011 -2877 WWW.CWS- INC.NET I GCA

o�
Stream Widening
300 If Impact (Permanent)
Culvert Extension,
1 24 If Impact (Permanent) r
Rip Rap Apron Culvert Extension
41 If Impact (Permanent) 5 If Impact (Permanent) —
a5ti Rip Rap Apron
-46 If Impact (Permanent)~ ~ 4
Rip Rap Apron
30 If Impact (Permanent)
Culvert Extension
- 41 If Impact (Permanent) ` ,665
Rip Rap Apron — r
19 If Impact (Permanent) Culvert Extension
� 4 If Impact (Permanent)
1 Rip Rap Apron
Culvert Extension 22 If Impact (Permanent)
- 5 If Impact (Permanent) � -
Rip Rap Apron Rip Rap Apron
15 If Impact (Permanent) 48 If Impact (Permanent) Culvert Extension
f.
r, � _ - 18 If Impact (Permanent)
Rip Rap Apron
49 If Impact (Permanent)
Stream Widening
293 If Impact (Permanent) f
� .. New Stream Channel - 30 If '
New Culvert - 65 If `ems
Rip Rap Apron - 30 If upstream
Ga�a�e f ' Rip Rap Apron 30 If downstream Stream Relocation
i 265 If Impact (Fill)
Legend (Net Loss of 160 If)
New Stream Channel - 75 If
Roads I _
++ Rail Road ' I Culvert Extension J E,
Stream Impacts - 10 If Impact (Permanent)
No Impact Rip Rap Apron _ _I
Widening (Permanent) 32 If Impact (Permanent)
New Channel
Permanent Impacts r Culvert Extension
Perennial RPW Stream B
Relocation ��� ,�� 11 If Impact (Permanent)
0 Proposed Rip Rap Rip Rap Apron
52 If Impact (Permanent)
NOTE: JURISDICTIONAL WATERS OF THE U.S. WERE DETERMINED AND CLASSIFIED BY CWS, INC.
ON FEBRUARY 10, 2012. JURISDICTIONAL FEATURES HAVE NOT BEEN VERIFIED BY THE USACE.
200 100 0 200 Feet
REFERENCE: BACKGROUND GIS LAYERS PROVIDED BY MECKLENBURG COUNTY GIS DEPARTMENT, DATED 2007.
STREAM AND WETLAND LAYERS GENERATED BY CWS, INC., DATED FEBRUARY 2012
FIGURE No. SCALE: 1 : 200' DATE: 11 -20 -12
Project Alternative 1 - Impacts
CWS PROJECT NO: DRAWN BY:
9 of 11 Parkwood SDI P I CWS 2011 -2877 TJ B
Charlotte, North Carolina r inavomiandservicne APPLICANT NO: CHECKED BY:
C WS Project No. 2011-2877 WWW.CWS- INC.NET GCA

Stream Widening
300 If Impact (Permanent)
4 ti
' Culvert Extension
- 41 If Impact (Permanent)
Rip Rap Apron
19 If Impact (Permanent)
Culvert Extension
5 If Impact (Permanent)
Rip Rap Apron
15 If Impact (Permanent)
Legend
Roads
- + +- Rail Road
Stream Impacts
Culvert Extension
- 24 If Impact (Permanent)
Rip Rap Apron
- 41 If Impact (Permanent)
C'
<
Rip Rap Apron
48 If Impact (Permanent)
j
�1Stream Widening
261 If Impact (Permanent)
Culvert Extension
- 5 If Impact (Permanent) 'Z-
Rip Rap Apron
- 46 If Impact (Permanent)
._ Rip Rap Apron I
- 30 If Impact (Permanent) \
Culvert Extension
4 If Impact (Permanent)
Rip Rap Apron
22 If Impact (Permanent)
Culvert Extension
18 If Impact (Permanent)
Rip Rap Apron
5 49 If Impact (Permanent)
Rip Rap Apron - 32 If Impact (Permanent) r
TJ
Culvert ti
I 321 If Impact (Permanent)
I
No Impact
Widening (Permanent) f Culvert Extension
Permanent Impacts? �.- 11 If Impact (Permanent)
Rip Rap Apron
L 52 If Impact (Permanent)
0 Proposed Rip Rap {
1 f
NOTE: JURISDICTIONAL WATERS OF THE U.S. WERE DETERMINED AND CLASSIFIED BY CWS, INC.
ON FEBRUARY 10, 2012. JURISDICTIONAL FEATURES HAVE NOT BEEN VERIFIED BY THE USACE. 1 210 105
REFERENCE: BACKGROUND GIS LAYERS PROVIDED BY MECKLENBURG COUNTY GIS DEPARTMENT, DATED 2007.'.,x'1 O
STREAM AND WETLAND LAYERS GENERATED BY CWS, INC., DATED FEBRUARY 2012
FIGURE No. Project Alternative 2 - Impacts SCALE: 1 200'
�L CWS PROJECT NO:
0 of 11 Parkwood SDI Cws 2011 -2877
Charlotte, North Carolina `�'- "�"A°'sFM-. I APPLICANT NO:
CWS Project No. 2011 -2877 WWW.CWS- INC.NET
^a
u
1J'► l�
210 Feet
11 -20 -12
Y: TJ B
BY:
GCn

_ Stream Enhancement
J
-301 If Impact (Temporary)
Plan Sheets 7 & 8
1 �
Culvert Extension
- 41 If Impact (Permanent)
Rip Rap Apron
- 18 If Impact (Permanent)
Plan Sheet 7
Culvert Extension
- 24 If Impact (Permanent)
Rip Rap Apron
- 40 If Impact (Permanent)
Plan Sheet 7
D ,
IN
Stream Enhancement
- 294 If Impact (Temporary)
Plan Sheets 4 & 5
O
\ate' New Stream Channel - 215 If
Plan Sheet 4
Legend )
.� Culvert Extension
Roads 10 If Impact (Permanent)
- + +- Rail Road Rip Rap Apron
Proposed Stream Impacts R ` `'s� 30 If Impact (Permanent)
Plan Sheet 4
No Impact
Enhancement i
New Channel Culvert Extension
t - 11 If Impact (Permanent)
Permanent Impact Rip Rap Apron
- Relocation 48 If Impact (Permanent)
1 Plan Sheet 4
Proposed Rip Rap J
ti
NOTE: JURISDICTIONAL WATERS OF THE U.S. WERE DETERMINED AND CLASSIFIED BY CWS, INC.
ON FEBRUARY 10, 2012. JURISDICTIONAL FEATURES HAVE NOT BEEN VERIFIED BY THE USACE.
REFERENCE: BACKGROUND GIS LAYERS PROVIDED BY MECKLENBURG COUNTY GIS DEPARTMENT, DATED 2007.
STREAM AND WETLAND LAYERS GENERATED BY CWS, INC., DATED FEBRUARY 2012
_74111110 � 4& 77 13 �
Culvert Extension
- 5 If Impact (Permanent)
Rip Rap Apron
48 If Impact (Permanent)
Plan Sheet 6
Rip Rap Apron
32 If Impact (Permanent) /
Plan Sheet 6
X
r , Culvert Extension
4 If Impact (Permanent)
Rip Rap Apron
22 If Impact (Permanent)
Plan Sheet 5
1
Culvert Extension
- 18 If Impact (Permanent)
Rip Rap Apron
- 48 If Impact (Permanent)
Plan Sheet 5
e
a�a
Culvert Extension
r r
- 5 If Impact (Permanent)
240 If I mpact (Fill)
Rip Rap Apron
- 15 If Impact (Permanent) .f
_ <
Plan Sheet 6 J
ol
Perennial RPW Stream B
Rip Rap Apron
48 If Impact (Permanent)
Plan Sheet 6
Culvert Extension
- 24 If Impact (Permanent)
Rip Rap Apron
- 40 If Impact (Permanent)
Plan Sheet 7
D ,
IN
Stream Enhancement
- 294 If Impact (Temporary)
Plan Sheets 4 & 5
O
\ate' New Stream Channel - 215 If
Plan Sheet 4
Legend )
.� Culvert Extension
Roads 10 If Impact (Permanent)
- + +- Rail Road Rip Rap Apron
Proposed Stream Impacts R ` `'s� 30 If Impact (Permanent)
Plan Sheet 4
No Impact
Enhancement i
New Channel Culvert Extension
t - 11 If Impact (Permanent)
Permanent Impact Rip Rap Apron
- Relocation 48 If Impact (Permanent)
1 Plan Sheet 4
Proposed Rip Rap J
ti
NOTE: JURISDICTIONAL WATERS OF THE U.S. WERE DETERMINED AND CLASSIFIED BY CWS, INC.
ON FEBRUARY 10, 2012. JURISDICTIONAL FEATURES HAVE NOT BEEN VERIFIED BY THE USACE.
REFERENCE: BACKGROUND GIS LAYERS PROVIDED BY MECKLENBURG COUNTY GIS DEPARTMENT, DATED 2007.
STREAM AND WETLAND LAYERS GENERATED BY CWS, INC., DATED FEBRUARY 2012
_74111110 � 4& 77 13 �
Culvert Extension
- 5 If Impact (Permanent)
Rip Rap Apron
48 If Impact (Permanent)
Plan Sheet 6
Rip Rap Apron
32 If Impact (Permanent) /
Plan Sheet 6
X
r , Culvert Extension
4 If Impact (Permanent)
Rip Rap Apron
22 If Impact (Permanent)
Plan Sheet 5
1
Culvert Extension
- 18 If Impact (Permanent)
Rip Rap Apron
- 48 If Impact (Permanent)
Plan Sheet 5
e
a�a
200 100 0
FIGURE NO. Proposed I mpacts SCALE: 1 " : 200'
(Alternative 3) CWS PROJECT NO:
1 of 11 Parkwood SDIP� 2011 -2877
Charlotte, North Carolina �' " ""°" ""�sF"'�e APPLICANT NO:
CWS Project No. 2011 -2877 WWW.CWS- INC.NET
Bel1770
200 Feet
11 -20 -12
Y: TJ B
BY. GCA
Stream Relocation
240 If I mpact (Fill)
(Net Los s of 25 If)
_ <
Plan Sh eet 4
ol
Perennial RPW Stream B
200 100 0
FIGURE NO. Proposed I mpacts SCALE: 1 " : 200'
(Alternative 3) CWS PROJECT NO:
1 of 11 Parkwood SDIP� 2011 -2877
Charlotte, North Carolina �' " ""°" ""�sF"'�e APPLICANT NO:
CWS Project No. 2011 -2877 WWW.CWS- INC.NET
Bel1770
200 Feet
11 -20 -12
Y: TJ B
BY. GCA

INDEX OF SHEETS
CoverSheet .......................................... ............................... 1
GeneralNotes ....................................... ............................... 2
StormDrainage Schedule ................... ............................... 3 - 3A
ChannelPlan & Profile ....................... ............................... 4 - 8
RoadwayPlan & Profile ..................... ............................... 9-22
Typical Sections & Details .................. ............................... DI-D6
TrafficControl Plans .......................... ............................... N/A
PlantingPlans ..................................... ............................... P1- P3
ErosionControl .................................. ............................... N/A
Channel Cross Sections ...................... ............................... XS1- XS10
UtilityPlans ......................................... ............................... N/A
TOTAL SHEETS 40
Chadotte- Mecklenhurg
Q
Services
PLANS PREPARED BY:
RStff
IMPROVING YOUR WORLD
Q2012 REYNOLDS, SMITH AND HILLS INC.
RS &H Architects-Engineers-Planners, Inc.
8008 Corporate Center Drive, Suite 410
Charlotte, NC 28226-4489
Phone, 704 - 752 -0810
NC License No. F -0493 www.rsandh.com
0
Sr
•
CHARLOTTESM
ENGINEERING & PROPERTY
MANAGEMENT
Construction Plans of Proposed
PARKWOOD PHASE 1 STORM DRAINAGE IMPROVEMENTS PROJECT
Project No. 671 -10 -016
Project Features:
Storm Drainage, Channel Improvements, Sanitary
Sewer Relocations, Water Line Relocations,
Pavement, Curb and Gutter, Sidewalk,
Traffic Control and Erosion Control
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The project shall be constructed in accordance with North Carolina Department of Transportation
Standard Specifications for Roads and Structures dated January 2012, Work Area Traffic Control
Handbook dated 2006, and as amended by the contract provisions and these plans.
2012 STANDARD SPECIFICATIONS
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Horz. Profile ............
Vert. Profile .............
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PE SEAL
Record Drawings
Note: Permanent Utility Easements for
poles and down guys are not included at
this time. Any PUE will be coordinated
subsequent to this submittal.
70% PLAN SUBMITTAL
PRELIMINARY
Do Not Use For Construction
SENSITIVE MATERIAL
Do Not Duplicate
RECOMMENDED
FOR CONSTRUCTION
Contract Administration
Storm Water
Landscape Management
CDOT - Design
CDOT - Implementation
CMU
Storm Water Project Manager
CONVENTIONAL SIGNS
Proposed Right of Way PROP. Row
Existing Property Line .... ............................... — —
Existing Right of Way ..... ............................... R/W —
—
Existing C/A Line C/A LINE
ExistingStructures .......... ...............................
RailroadTracks ............... ...............................
Proposed Edge of Pavement ..........................
ExistingFence ................... ............................... x
ProposedFence ................ ............................... x
SlopeStake Line .............. ............................... C
F
Temporary Construction Easement ............. e
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Proposed Sidewalk/Utility Easement ........... SUE
SUE
Existing Storm Drainage Easement ............. SDE
SDE
Proposed Storm Drainage Easement ........... SDE
sDE
Proposed Sanitary Sewer Easement ............ SSE
Proposed Permanent Utility Easement ....... PUE
PUE
ExistingGas Line ............ ............................... — G
G —
ExistingWater Line ........ ............................... w
w —
ExistingSanitary Sewer . ............................... — ss
ss —
Existing Underground Telecommunications — T —
T —
Existing Underground Electric ..................... UE -
LIE —
Existing Overhead Electric ...........................
of —
ExistingStorm Drainage ...............................
-
Proposed Storm Drainage
ExistingTree ............................................................ ...............................
wM
ExistingWater Meter .............................................. ...............................
Existing Water Valve I>a
Existing Gas Valve
>a
Existing Sanitary Sewer Manhole ........................... ..............................0
ProposedSanitary Sewer Manhole ......................... ..............................0
ExistingStorm Drain Manhole ............................... ..............................� J
ProposedStorm Drain Manhole ............................. ..............................•
ExistingTelephone Manhole ................................... ..............................(D
ExistingCatch Basin ................. ............................... ..............................E
ProposedCatch Basin .............................................. ..............................�
ExistingLight Pole .................................................. ...............................
ProposedLight Pole ................................................. ...............................
ExistingUtility Pole ................................................. ...............................
)a
GuyWire ............................................................. ...............................
ProposedUtility Pole ............................................... ...............................
IronPin ..................................................................... ...............................
0
ExistingFire Hydrant ............................................. ............................... . 6-
ProposedFire Hydrant ........................................... ...............................
ExistingDrop Inlet .................................................... ..............................0 I
ProposedDrop Inlet ................................................. ...............................
AccessibleRamp .................................................... ............................... wcR
TreeProtection .............................................. ...............................
ExistingGuardrail ...................................... ...............................
ProposedGuardrail .................................... ...............................
- -
SiltFence ...................................................... ...............................
Proposed Curb & Gutter, Cone. Drive, Sidewalk ...................
0
Proposed Reinforced Concrete Sidewalk ... ...............................
ProposedAsphalt Pavement .......................... ..............................0
ProposedRip Rap ......................................... ...............................
Proposed Gravel
=
ProposedAsphalt Drive ................................ ...............................
Proposed Full Depth Pavement ................... ...............................
ProposedAsphalt Removal ........................... ...............................
•
(M
CHARLOTTE.
ENGINEERING & PROPERTY
MANAGEMENT
APPROVED
Bid Set No.
CITY ENGINEER DATE
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