20130398 Ver 1_401 Application_20130413

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Carolina Wetland Services, Inc.
550 East Westinghouse Boulevard
Charlotte, NC 28273
704 -527 -1177 - Phone
704 -527 -1133 - Fax
TO: Ms. Karen Higgins
NCDWQ — Wetlands and Stormwater Branch
512 N Salisbury St
9th Floor Archdale Building
Raleigh NC 27603
20130398
Date: 04 -11 -13
CWS Project #: 2013 -3093
LETTER OF TRANSMITTAL
WE ARE SENDING YOU: ®Attached ❑Under separate cover via the following items:
❑ Prints ® Plans ® JD Package ❑ Specifications
❑ Copy of letter ❑ Change order ❑ Wetland Survey ® Other
IF ENCLOSURES ARE NOT AS NOTED. KINDLY NOTIFY US AT ONCE
THESE ARE TRANSMITTED as checked below:
®For approval []Approved as submitted []Resubmit copies for approval
®For your use ❑Approved as noted []Submit copies for distribution
DAs requested ❑Returned for corrections ❑Return corrected prints
❑For review and comment ❑For your verification and signature
REMARKS: Karen. Please find attached five copies of the Preconstruction Notification and application for Water
Quality Certification for the Oakdale Road Widening Project in Charlotte NC. A check for the application fee is also
attached.
Copy to: File
Thank you,
omas Blackwell, PWS
Senior Scientist
NORTH CAROLINA • SOUTH CAROLINA
ECEIVE
APR 1 5 2013
1
4/11/13
5
Application for WQC No. 3886
2
4/11/13
1
Application Fee Check ($570)
THESE ARE TRANSMITTED as checked below:
®For approval []Approved as submitted []Resubmit copies for approval
®For your use ❑Approved as noted []Submit copies for distribution
DAs requested ❑Returned for corrections ❑Return corrected prints
❑For review and comment ❑For your verification and signature
REMARKS: Karen. Please find attached five copies of the Preconstruction Notification and application for Water
Quality Certification for the Oakdale Road Widening Project in Charlotte NC. A check for the application fee is also
attached.
Copy to: File
Thank you,
omas Blackwell, PWS
Senior Scientist
NORTH CAROLINA • SOUTH CAROLINA
ECEIVE
APR 1 5 2013

Corps Submittal Cover Sheet 2 0 1 3 0 3 9 8
Please provide the following info:
1. Project Name Oakdale Road Widening Project
2. Name of Property Owner /Applicant: City of Charlotte Engineering and Prol2ei1y Management, Ms.
Leslie Bing
3. Name of Consultant/Agent: Carolina Wetland Services, Inc: Mr. Thomas J. Blackwell, PWS
*Agent authorization needs to be attached.
4. Related/Previous Action ID number(s): N/A
5. Site Address: site is located along Oakdale Road and side streets between Old Plank Road and
500 feet north of Dale Avenue in Charlotte, North Carolina
6. Subdivision Name: N/A
7. City: Charlotte
8. County: Mecklenburg,
9. Lat: N35.293360° Long: W80.8984160 (Decimal Degrees Please
10. Quadrangle Name: Mountain Island Lake, NC, dated 1996
11. Waterway: UT to Gum Branch
12. Watershed: Santee (HU# 03050101)
13. Requested Action:
X Nationwide Permit # 14
General Permit #
X Jurisdictional Determination Request
Pre - Application Request
The following information will be completed by Corps office:
Prepare File Folder
AID:
Assign number in ORM
Authorization: Section 10 Section 404
Project Description/ Nature of Activity/ Project Purpose:
Site/Waters Name:
Keywords:
Begin Date

cws
April 2, 2013
Ms. Liz Hair
U.S. Army Corps of Engineers
151 Patton Avenue, Room 208
Asheville, NC 28801
550 E WESTINGHOUSE BLVD.
CHARLOTTE, NC 28273
866 - 527 -1177 (office)
704 - 527 -1133 (fax)
Ms. Karen Higgins
NCDWQ — Wetlands and Storm Water Branch
512 N Salisbury St
9th Floor Archdale Building
Raleigh NC 27603
Subject: Pre - Construction Notification Pursuant to Nationwide Permit No. 14 and Water
Quality Certification No. 3886
Oakdale Road Widening Project
Charlotte, North Carolina
Carolina Wetland Services Project No. 2013 -3093
The Oakdale Road Widening Project is located along Oakdale Road and side streets between Old
Plank Road and 500 feet north of Dale Avenue in Charlotte, North Carolina (Figure 1. USGS Site
Location Map, attached). Oakdale Road is a minor thoroughfare located in northwest Charlotte
approximately five miles from Center City. The purpose of this project is to upgrade Oakdale Road to
a complete urban "Avenue Type" street with intermittent landscaped medians and median divided left
turn lanes. The project will reduce speeds and improve public safety along Oakdale Road. RS &H
Engineering has sub - contracted Carolina Wetland Services, Inc. (CWS) to provide Section 404/401
permitting services for this project.
Applicant Name: City of Charlotte, POC: Ms. Leslie Bing
Mailing Address: Engineering and Property Management, 600 East Fourth Street, Charlotte, NC
28202
Phone Number of Owner /Applicant: 704 - 336 -7277
Street Address of Project: Oakdale Road, Charlotte, NC
Tag Parcel ID: Linear Project
Waterway: UT to Gum Branch
Basin: Santee (HU #03050101)
City: Charlotte
County: Mecklenburg
Decimal Degree Coordinate Location of Project Site: N35.287755 °, W80.892419°
USGS Quadrangle Name: Mountain Island Lake, dated 1996
Current Land Use
The project corridor is approximately 26 acres in extent and is comprised of road right -of -way and
portions of adjacent single family residential and commercial properties with maintained lawns and
asphalt parking lots. Dominant vegetation within the project area consists of loblolly pine (Pinus
taeda), boxelder (Acer negundo), multiflora rose (Rosa multiflora), sawtooth blackberry (Rubus
argutus), winged sumac (Rhus copallinum), sweetgum (Liquidambar styraciflua), Chinese privet
NORTH CAROLINA - SOUTH CAROLINA
WWW.CWS- INC.NET

Oakdale Road Widening Project April 2, 2013
Nationwide Permit No. 14 CWS Project No. 2013 -3093
(Ligustrum sinense), Japanese honeysuckle (Lonicera japonica), and Canada golden rod (Solidago
altissima).
According to the Soil Survey of Mecklenburg County' (Figure 2. NRCS Soil Survey Map, attached),
on -site soils consist of Cecil sandy clay loam, 2 to 8 percent slopes, eroded (CeB2) and Enon sandy
loam, 2 to 8 percent slopes (EnB). Both Cecil sandy clay loam and Enon sandy loam are well drained.
Neither soil units are listed on the North Carolina Hydric Soils List for Mecklenburg County or the
National Hydric Soils List.
Jurisdictional Determination
On February 4, 2013, CWS scientists Thomas Blackwell, PWS and Gregg Antemann, PWS delineated
jurisdictional waters of the U.S. within the project area. Jurisdictional areas were delineated using the
U.S. Army Corps of Engineers ( USACE) Routine On -Site Determination Method. This method is
defined in the 1987 Corps of Engineers Wetlands Delineation Manual4, with further technical guidance
from the Eastern Mountains & Piedmont Regional Supplements, dated April 2012. A Wetland
Determination Data Form representative of non jurisdictional upland areas has been enclosed (DPI).
Jurisdictional stream channels were classified according to recent USACE and North Carolina
Division of Water Quality ( NCDWQ) guidance. These classifications included sampling with a D-
shaped dip net, taking photographs, and defining approximate breakpoints (location at which a channel
changes classification) within each on -site stream channel. A NCDWQ Stream Classification Form
and USACE Stream Quality Assessment Worksheet representative of Streams A and B are enclosed
(SCP1 and SCP2).
The results of the on -site field investigation indicate that there are two jurisdictional stream channels
(Streams A and B) located within the project area (Figure 3, attached). Both on -site streams are unnamed
tributaries to Gum Branch. Gum Branch is located within the Santee River basin (HU# 03050101)6 and is
classified as "Water Supply IV" waters by the NCDWQ. According to the NCDWQ Water Supply IV
(WS -IV) waters are defined as: "Waters used as sources of water supply for drinking, culinary or food
processing purposes where a WS -I, WS -II or WS -III classification is not feasible. These waters are also
protected for Class C uses. WS -IV waters are generally in moderately to highly developed watersheds ".
On -Site jurisdictional waters are summarized in Table 1, below.
' United States Department of Agriculture, 1971. Soil Survey of Mecklenburg County, North Carolina.
2 United States Department of Agriculture — Natural Resources Conservation Service, 1999. North Carolina Hydric Soils List, USDA -NRCS
North Carolina State Office, Raleigh
3 United States Department of Agriculture —Natural Resources Conservation Service, 2010. 2010 National Hydric Soils List by State
4 Environmental Laboratory. 1987. "Corps of Engineers Wetlands Delineation Manual ", Technical Report Y -87 -1, US Army Engineer
Waterways Experiment Station, Vicksburg, Mississippi.
S US Army Corps of Engineers, July 2010. Interim Regional Supplement to the Corps of Engineers Wetland Delineation Manual: Eastern
Mountains and Piedmont Region. US Army Engineer Research and Development Center, Vicksburg, Mississippi.
6 "HU #" is the Hydrologic Unit Code. U.S. Geological Survey, 1974. Hydrologic Unit Map, State of North Carolina.
2

Oakdale Road Widening Project April 2, 2013
Nationwide Permit No. 14 CWS Project No. 2013 -3093
Table 1. Summar, of On -Site Jurisdictional Waters
Jurisdictiona
1 Feature
Jurisdiction
SCP
No.
NCDWQ
Steam
Classificatio
n Score
USACE
Stream
Assessment
Score
Approx.
Length
Linear
Feet (It)
Approg
Acreage
(20
USACE/EPA
1Zapanos
Classification
Intermittent
/perennial
Stream A
RPW
Perennial
SCP1
32
45
334
0.023
Stream B
RPW
Intermittent
SCP2
25.5
32
103
0.007
On -Site Total:
437
.03
Perennial RPWs
Perennial Relatively Permanent Waters (RPWs) are those that typically have year -round flow. These
streams typically have greater biological resources than Seasonal RPWs and Non -RPWs and are
capable of supporting those resources that require perennial flow. This section describes each on -site
Perennial RPW stream and the field observations supporting these determinations.
Originating offsite, Stream A flows southwest for approximately 153 linear feet in the project area
before entering a culvert beneath Oakdale Road. Stream A emerges from the culvert and flows for a
additional 180 linear feet before leaving the project area (Figure 3, attached). Stream A exhibited a
strong bed and bank, moderate substrate sorting, strong flow, weak depositional bars and benches, and
an average ordinary high water width of three to four feet. Biological sampling revealed a weak
presence of macrobenthos and moderate presence of amphibians. Stream characteristics indicate that
continuous flow is present year round in a typical year. Stream A was classified as a Relatively
Permanent Water with perennial flow (RPW) according to USACE/EPA guidance. Perennial RPW
Stream A scored 45 out of a possible 100 points on the USACE Stream Quality Assessment Worksheet
and 32 out of a possible 63 points on the NCDWQ Stream Classification Form, indicating perennial
status (SCP1, attached). Photographs A (Figure 3, attached) is representative of Perennial RPW
Stream A.
Seasonal RPWs
Seasonal RPWs are those that exhibit continuous flow seasonally. This flow regime is the result of a
lowering of the water table during dry periods that restricts groundwater discharge to the stream
channel. Seasonal streams do not typically support aquatic life requiring year -round flow to support
reproductive and maturation stages. This section describes each on -site Seasonal RPW stream and the
field observations supporting these determinations.
Emerging from a culvert within the project area, Stream B flows northwest for approximately 103
linear feet before leaving the project area (Figure 3, attached). Stream B exhibited a moderate bed and
bank, moderate substrate sorting, weak flow, weak depositional bars and benches, and an average
ordinary high water width of four to six feet. Biological sampling revealed a weak presence of
macrobenthos and amphibians. Stream characteristics indicate that continuous flow is present
seasonally. Stream B was classified as a Relatively Permanent Water with intermittent flow according
to USACE/EPA guidance. Intermittent RPW Stream B scored 32 out of a possible 100 points on the
USACE Stream Quality Assessment Worksheet and 25.5 out of a possible 63 points on the NCDWQ
Stream Classification Form, indicating intermittent status (SCP2, attached). Photographs B and C
(Figure 3, attached) are representative of Intermittent RPW Stream B.

Oakdale Road Widening Project April 2, 2013
Nationwide Permit No. 14 CWS Project No. 2013 -3093
Agency Correspondence
Cultural Resources
A letter was forwarded to the State Historic Preservation Office (SHPO) on February.25, 2013 to
determine the presence of any areas of architectural, historic, or archaeological significance that would
be affected by the project. In a response letter dated March 12, 2013, the SHPO stated that they
"....have conducted a review of the project and are aware of no historic resources which would be
affected by the project. Therefore, we have no comment on the project as proposed ". CWS consulted
the Charlotte Mecklenburg Historic Landmarks Commission database and found no listed properties
within the project area. CWS also consulted the SHPO online GIS service and found no sites of
architectural, historic, or archaeological significance within the project corridor.
Protected Species
A letter was forwarded to the North Carolina Natural Heritage Program ( NCNHP) on February 25,
2013 to determine the presence of any federally - listed, candidate endangered, threatened species or
critical habitat located within the project area. In a response letter dated March 5, 2013, the NCNHP
stated that, "The Natural Heritage Program has no current record of rare species or natural
communities within the proposed project area. Historical records for 2 rare species are found within a
two -mile radius of the referenced project area ". A copy of the response letter is attached. The species
referenced by the NCNHP include tall larkspur (Delphinium exaltatum), and Carolina heelsplitter
(Lasigmona decorata). None of these records have been observed more recently than 1918. Carolina
heelsplitter is the only federally - endangered or threatened species. There is no suitable habitat for this
species within the project area.
In addition, the NCNHP Geographic Information Systems (GIS) database Virtual Workroom and
Element Occurrence (EO) database was reviewed for a listing of EOs of endangered or threatened
species within or near the project area. The EO database identified no extant federally- endangered or
threatened species within a two -mile radius of the project area.
Purpose and Need for the Project
Oakdale Road is a minor thoroughfare located in northwest Charlotte approximately five miles from
Center City. The purpose of this project is to upgrade Oakdale Road to a complete urban "Avenue
Type" street with intermittent landscaped medians and median divided left turn lanes. The project is
necessary to reduce speeds and improve public safety along Oakdale Road.
As a part of the upgrade of Oakdale Road the drainage system for the road will also be upgraded to
convey the 25 -year storm event per City of Charlotte design standards. The existing 60" Reinforced
Concrete Pipe (RCP) under Oakdale Road at 1320 Oakdale Road will be replaced with a 72" RCP.
Rip rap aprons will be installed upstream and downstream of the culvert for energy dissipation
entering and exiting the pipe.
In addition, the existing 48 -inch RCP that parallels Peachtree Road, west of Oakdale Road, will be
replaced with a 54 -inch RCP of the same length and a rip rap apron will be installed at the outlet.
4

Oakdale Road Widening Project April 2, 2013
Nationwide Permit No. 14 CWS Project No. 2013 -3093
Avoidance and Minimization
Impacts to on -site jurisdictional waters of the U.S. have been reduced to the maximum extent possible.
Proper sediment and erosion control measures will be used to minimize disturbances to downstream
waters. All work will be constructed in the dry in accordance with Water Quality Certification No. 3886.
Piping of jurisdictional stream channel has been limited to 69 linear feet, the minimum necessary to
facilitate the road shoulder and embankment. Headwalls will be used to limit culvert lengths to the
maximum extent practicable. Rip rap apron lengths have also been minimized to the greatest extent
practicable while still meeting Charlotte Department of Transportation standards.
Proposed Impacts to Jurisdictional Waters
Unavoidable impacts to Jurisdictional Waters of the U.S. under Nationwide Permit Number 14 total 144
linear feet of impacts to Perennial RPW Stream A and 20 linear feet of impacts to Intermittent RPW
Stream B.
Impacts to Perennial Stream A include 124 linear feet (0.008 acre) of permanent impacts and
approximately 20 linear feet (0.002 acre) of temporary impacts. Impacts to Intermittent RPW Stream B
include approximately 5 linear feet (0.0001 acre) of permanent impacts and 20 linear feet (0.002 acre) of
temporary impacts. No single crossing exceeds 150 linear feet of impact to a jurisdictional water of
the U.S.
Permanent impacts to Perennial RPW Stream A are the result of 69 linear feet of pipe extension and 55
linear feet of rip rap apron to be installed upstream and downstream of the new pipe for energy
dissipation purposes (Figure 4, attached). The existing 60 -inch RCP under Oakdale Road at 1320
Oakdale Road will be replaced with 54 linear feet of 72 -inch RCP. Junction boxes will be installed
upstream and downstream of this pipe, and an additional 30 linear feet of 72 -inch RCP will be
installed at the upstream and downstream ends of the pipe system (Plan Sheet SD4, attached). The
new pipe system will be 115 linear feet in length with a net permanent impact length of 69 linear feet
(Figure 4, attached). Additionally, a 15 linear foot rip rap apron will be installed at the upstream end
of the pipe system, and a 40 linear foot riprap apron will be installed at the downstream end. These rip
rap aprons are necessary to dissipate the energy of the water entering and exiting the culvert and to
protect the stream bed from erosion. The proposed new pipe system will not be buried because of
smaller side systems which will be tying to the new 72 -inch diameter pipes at the proposed new
junction boxes (Plan Sheet SD4, attached). There are two proposed side connections at each of these
junction boxes ranging in size from 15 -inch to 24 -inch diameter pipes. These side systems will have
inverts that are significantly higher than the inverts of the boxes, with drops ranging from three to
eight feet. If the proposed 72 -inch diameter pipe were to be buried in order to create a natural bottom,
there would be significant erosion of the natural bottom within the junction boxes during every storm
event because of these side system drops. This would create an unstable bottom, and would result in
scour, turbidity, and the deposition of the eroded sediment load in the channel downstream. As this
would create a permanently unstable condition within the pipe, it was determined that the most
environmentally sensitive option would be the one that is currently proposed in the plans (see Sheet
SD4, attached).
Permanent impacts to Intermittent RPW Stream B total approximately 20 linear feet and consist of 15
linear feet of channel grading and a net impact of five linear feet of rip rap apron (Figure 5 attached). The
existing 48 -inch RCP will be replaced with a 56 -inch RCP of the same length. The stream channel will
be regraded for 45 linear feet downstream of the pipe to eliminate the existing unstable headcut. The
existing 25 -foot long, serviceable rip rap apron will be replaced with a 30 foot long rip rap apron. This
will result in a net permanent impact of 5 linear feet.

Oakdale Road Widening Project April 2, 2013
Nationwide Permit No. 14 CWS Project No. 2013 -3093
Temporary impacts to Perennial RPW Stream A total 20 linear feet and are the result of the installation of
a temporary coffer dam (8 linear feet) upstream of the proposed work area and two temporary rock check
dams (6 linear feet each) to be installed downstream the work area. The temporary cofferdams are
necessary in order to allow the culvert replacements and installations to be conducted in the dry. The
check dams are a temporary erosion and sediment control measure. The cofferdams, rock check dams,
and pump around systems will be removed once work has been completed. Temporary impacts to
Seasonal RPW Stream B total 12 linear feet and are the result of the installation of two temporary rock
check dams (6 linear feet each) to be installed downstream the work area as a temporary sediment and
erosion control measure. Details of the temporary erosion control measures are attached (Plan Sheets
EC and EC2, attached). Impacts to jurisdictional waters of the U.S. resulting from this project are
summarized in Table 2, below.
Table 2. Summary of Im acts to On -Site Jurisdictional Waters
Jurisdictional
Intermittent /
NWP
Temporary / Permanent
Approx.
Feature
Perennial
Impact Type
No.
Approximate
Acreage
Len h
Culvert
14
691f (Permanent)
0.004
Rip Rap
14
551f (Permanent)
0.003
Apron
RPW Stream A
Perennial
Upstream
Coffer Darn
14
81f (Temporary)
0.001
Downstream
14
121f (Temporary)
0.001
Check Dams
Rip Rap
14
5 if (Permanent)
0.0003
Apron
Channel
14
15 if (Temporary)
0.001
Seasonal RPW
Intermittent
Stream B
Grading
Downstream
14
121f (Temporary)
0.001
Check Dam
Stream Impacts (Total)
1761f
0.011 acre
Stream Impacts (Temporary)
47 If
0.003 acre
Stream Impacts (Permanent)
1291f
0.008 acre
On behalf of the City of Charlotte, CWS is submitting a Pre- Construction Notification Application with
attachments in accordance with Nationwide Permit General Condition No. 31, (enclosed) and pursuant to
Nationwide Permit No. 14.
Compensatory Mitigation
Permanent impacts to jurisdictional waters of the U.S. have been limited to less than 150 linear feet per
stream crossing. Therefore, no mitigation is proposed for these impacts.
6

Oakdale Road Widening Project April 2, 2013
Nationwide Permit No. 14 CWS Project No. 2013 -3093
Please do not hesitate to contact me on by telephone at 704 -527 -1177, or by email at tom @cws- inc.net
should you have any questions or comments regarding this request.
Sincerely,
u
Thomas J. Blackwell, PWS
Senior Scientist
:!• t
Kell Hines
Staff Scientist lI
Enclosures: Figure 1. USGS Site Location Map
Figure 2. USDA -NRCS Mecklenburg County Soil Survey
Figure 3. Approximate Jurisdictional Boundary Field Map
Figure 4. Proposed Impacts — Perennial Stream A
Figure 5. Proposed Impacts — Intermittent Stream B
Agent Authorization Form
Request for Jurisdictional Determination Form
Pre - Construction Notification Pursuant to Nationwide Permit No. 14
NCDWQ Stream Classification Form (SCP1, SCP2)
USACE Stream Quality Assessment Worksheet (SCP1, SCP2)
USACE Wetland Determination Data Form (DPI)
Preliminary Jurisdictional Determination Form
Agency Correspondence
Construction Plan Sheets
cc: Mr. Mark Cantrell, U.S. Fish & Wildlife Service
7

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CWS Project No. 2013 -3093 1
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5

REQUEST FOR JURISDICTIONAL DETERMINATION
DATE: April 2, 2013
COUNTY Mecklenburg County, North Carolina TOTAL ACREAGE OF TRACT 26 acres
PROJECT NAME (if applicable) Oakdale Road Widening Project
PROPERTY OWNER/APPLICANT (name, address and phone):
City of Charlotte Engineering and Property Management
POC: Ms. Leslie Bing at (704) 336 -7277
600 East Fourth Street
Charlotte, North Carolina 28202
NAME OF CONSULTANT, ENGINEER, DEVELOPER (if applicable):
Carolina Wetland Services, Inc.
POC: Mr. Thomas J. Blackwell. PWS at (704) 527 -1177
550 East Westinghouse Blvd.
Charlotte. North Carolina 28273
STATUS OF PROJECT (check one):
( ) On -going site work for development purposes
( X) Project in planning stages
(Type of project: Road Widening 1
( ) No specific development planned at present
( ) Project already completed
(Type of project: 1
ADDITIONAL INFORMATION REQUIRED:
Check items submitted - forward as much information as is available. At a minimum, the following first two items must be
forwarded
(X ) Figure 1. USGS 7.5- Minute Mountain Island Lake, NC Topographic Quadrangles
(X) Figure 2. USDA -NRCS Mecklenburg County Soil Survey
(X) Figure 3. Approximate Jurisdictional Boundary Field Map
(X) Pre- Construction Notification Pursuant to Nationwide Permit No. 14
(X) NCDWQ Stream Classification Forms (SCP1, SCP2)
(X ) USACE Stream Quality Assessment Worksheets (SCP1, SCP2)
(X ) USACE Wetland Determination Data Form (DP 1) '
(X) Preliminary Jurisdictional Determination Form Q�G�w //
Signature of Property Owner or
Authorized Agent
Mr. Thomas J. Blackwell, PWS

AGENT CERTIFICATION OF AUTHORIZATION
1, Ms. Leslie Bing, representing City of Charlotte Engineering and Property Management,
hereby certify that I have authorized Thomas J. Blackwell and Carolina Wetland
Services, Inc. to act on my behalf and take all actions necessary to the processing,
issuance, and acceptance of this request for wetlands determination / permitting and any
and all standard and special conditions attached.
We hereby certify that the above information submitted in this application is true and
accurate to the best of our knowledge.
Applicant's signature
4 18 f t�
Date
,.� 44OLd
Agent's signature
03/05/2013
Date
Completion of this form will allow the agent to sign all future application correspondence.

�o�ot W ATle -9
o c
Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.3 Dec 10 2008
Pre - Construction Notification C Form
A. Applicant Information
1. Processing
1 a. Type(s) of approval sought from the
Corps:
®Section 404 Permit E] Section 10 Permit
1 b. Specify Nationwide Permit (NWP) number: 14 or General Permit (GP) number:
1c. Has the NWP or GP number been verified by the Corps?
❑ Yes
® No
1 d. Type(s) of approval sought from the DWQ (check all that apply):
® 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization
le. Is this notification solely for the record
because written approval is not required?
For the record only for DWQ 401
Certification:
❑ Yes ® No
For the record only for Corps Permit:
❑ Yes ® No
1f. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation
of impacts? If so, attach the acceptance letter from mitigation bank or in -lieu
fee program.
❑ Yes
® No
1 g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below.
❑ Yes
® No
1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes
® No
2. Project Information
2a. Name of project:
Oakdale Road Widening Project
2b. County:
Mecklenburg
2c. Nearest municipality / town:
Charlotte
2d. Subdivision name:
N/A
2e. NCDOT only, T.I.P. or state
project no:
N/A
3. Owner Information
3a. Name(s) on Recorded Deed:
Keziah, Kimberly; Woodmen of the World; Dellinger, Jack and Alma; Thuemmel, Linda
and Neil
3b. Deed Book and Page No.
8579413; 7997 -807; 1239 -77; 8381 -18
3c. Responsible Party (for LLC if
applicable):
N/A
3d. Street address:
Oakdale Road, Charlotte, NC
3e. City, state, zip:
Charlotte, NC 28216
3f. Telephone no.:
3g. Fax no..
3h. Email address:
Page 1 of 14
PCN Form — Version 1.3 December 10, 2008 Version

4. Applicant Information (if different from owner)
4a. Applicant is:
❑ Agent ® Other, specify: City of Charlotte Storm Water Services
4b. Name:
Ms. Leslie Bing
4c. Business name
(if applicable):
City of Charlotte Engineering and Property Management
4d. Street address:
600 E. Fourth Street
4e. City, state, zip:
Charlotte, NC 28202
4f. Telephone no.:
(704) 336 -7277
4g. Fax no.:
(704) 336 -6586
4h. Email address:
Ibing @ci.chadotte.nc.us
5. Agent/Consultant Information (if applicable)
5a. Name:
Mr. Thomas Blackwell, PWS
5b. Business name
(if applicable):
Carolina Wetland Services, Inc.
5c. Street address:
550 E. Westinghouse Blvd.
5d. City, state, zip:
Charlotte, NC 28273
5e. Telephone no.:
704 - 527 -1177
5f. Fax no..
704 - 527 -1133
5g. Email address:
tom @cws- inc.net
Page 2 of 14
PCN Form — Version 1.3 December 10, 2008 Version

B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID):
Multiple - Linear Project
1 b. Site coordinates (in decimal degrees):
Latitude: 35.28775 Longitude: - 80.892419
(DD.DDDDDD) (- DD.DDDDDD)
1c. Property size:
26 acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to
proposed project:
Gum Branch
2b. Water Quality Classification of nearest receiving water:
WS -IV
2c. River basin:
Santee (HU# 03050101)
Page 3 of 14
PCN Form — Version 1.3 December 10, 2008 Version

3. Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
The project corridor is approximately 26 acres in extent and is comprised of road right -of -way and portions of adjacent
single family residential and commercial properties with maintained lawns and asphalt parking lots. Dominant vegetation
within the project area consists of loblolly pine (Pinus taeda), boxelder (Ater negundo), multiflora rose (Rosa multiflora),
sawtooth blackberry (Rubus argutus), winged sumac (Rhus copallinum), sweetgum (Liquidambar styraciflua), Chinese
privet (Ligustrum sinense), Japanese honeysuckle (Lonicera japonica), and Canada golden rod (Solidago altissima)
3b. List the total estimated acreage of all existing wetlands on the property:
0
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
437 linear feet of jurisdictional stream channel
3d. Explain the purpose of the proposed project:
Oakdale Road is a minor thoroughfare located in northwest Charlotte approximately five miles from Center City. The purpose
of this project is to upgrade Oakdale Road to a complete urban "Avenue Type" street with intermittent landscaped
medians and median divided left turn lanes. The project is necessary to reduce speeds and improve public safety along
Oakdale Road.
As a part of the upgrade of Oakdale Road the drainage system for the road will also be upgraded to convey the 25 -year storm
event per City of Charlotte design standards. The existing 60 -inch Reinforced Concrete Pipe (RCP) under Oakdale Road
at 1320 Oakdale Road will be replaced with a 72 -inch RCP. Rip rap aprons will be installed upstream and downstream of
the culvert for energy dissipation entering and exiting the pipe. In addition, the existing 48 -inch RCP that parallels
Peachtree Road, west of Oakdale Road, will be replaced with a 54 -inch RCP of the same length and a rip rap apron will
be installed at the outlet.
Page 4 of 14
PCN Form — Version 1.3 December 10, 2008 Version

3e. Describe the overall project in detail, including the type of equipment to be used:
Unavoidable impacts to Jurisdictional Waters of the U.S. under Nationwide Permit Number 14 total 144 linear feet of impacts
to Perennial RPW Stream A and 20 linear feet of impacts to Intermittent RPW Stream B.
Impacts to Perennial Stream A include 124 linear feet (0.008 acre) of permanent impacts and approximately 20 linear feet
(0.002 acre) of temporary impacts. Impacts to Intermittent RPW Stream B include approximately 5 linear feet (0.0001
acre) of permanent impacts and 20 linear feet (0.002 acre) of temporary impacts. No single crossing exceeds 150 linear
feet of impact to a jurisdictional water of the U.S.
Permanent impacts to Perennial RPW Stream A are the result of 69 linear feet of pipe extension and 55 linear feet of rip rap
apron to be installed upstream and downstream of the new pipe for energy dissipation purposes (Figure 4, attached).
The existing 60° RCP under Oakdale Road at 1320 Oakdale Road will be replaced with 54 linear feet of 720 RCP.
Junction boxes will be installed upstream and downstream of this pipe, and an additional 30 linear feet of 72 inch RCP will
be installed at the upstream and downstream ends of the pipe system (Plan Sheet SD4, attached). The new pipe system
will be 115 linear feet in length with a net permanent impact length of 69 linear feet (Figure 4, attached). Additionally, a
15 linear foot rip rap apron will be installed at the upstream end of the pipe system, and a 40 linear foot riprap apron will
be installed at the downstream end. These rip rap aprons are necessary to dissipate the energy of the water entering and
exiting the culvert and to protect the stream bed from erosion. The proposed new pipe system will not be buried because
of smaller side systems which will be tying to the new 72 -inch diameter pipes at the proposed new junction boxes (Plan
Sheet SD4, attached). There are two proposed side connections at each of these junction boxes ranging in size from 15°
to 24° diameter pipes. These side systems will have inverts that are significantly higher than the inverts of the boxes, with
drops ranging from three to eight feet. If the proposed 72° diameter pipe were to be buried in order to create a natural
bottom, there would be significant erosion of the natural bottom within the junction boxes during every storm event
because of these side system drops. This would create an unstable bottom, and would result in a scour, turbidity, and the
deposition of the eroded sediment load in the downstream channel. As this would create a permanently unstable
condition within the pipe, it was determined that the most environmentally sensitive option would be the one that is
currently proposed in the plans.
Permanent impacts of Intermittent RPW Stream B total 20 linear feet and consist of 15 linear feet of channel grading and a
net impact of five linear feet of rip rap apron (Figure 5 attached). The existing 48 -inch RCP will be replaced with a 56 -inch
RCP of the same length. The stream channel will be regraded for 45 linear feet downstream of the pipe to eliminate the
existing unstable headcut. The existing 25 foot long, serviceable rip rap apron will be replaced with a 30 foot long rip rap
apron. This will result in a net permanent impact of five linear feet.
Temporary impacts to Perennial RPW Stream A total 20 linear feet and are the result of the installation of a temporary
coffer dam (8 linear feet) upstream of the proposed work area and two temporary rock check dams (6 linear feet each) to
be installed downstream the work area. The temporary cofferdams are necessary in order to allow the culvert
replacements and installations to be conducted in the dry. The check dams are a temporary erosion and sediment
control measure. The cofferdams, rock check dams, and pump around systems will be removed once work has been
completed. Temporary impacts to Seasonal RPW Stream B total 12 linear feet and are the result of the installation of two
temporary rock check dams (6 linear feet each) to be installed downstream the work area as a temporary sediment and
erosion control measure. Details of the temporary erosion control measures are attached (Plan Sheets A -EC2 and A-
EC3, attached). A track hoe and other typical construction equipment will be used in the construction of this project.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
El Yes ® No ❑ Unknown
project (including all prior phases) in the past?
Comments:
4b. If the Corps made the jurisdictional determination, what type
preliminary ❑ Final
of determination was made?
4c. If yes, who delineated the jurisdictional areas?
Agency /Consultant Company:
Name (if known):
Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
Page 5 of 14
PCN Form — Version 1.3 December 10, 2008 Version

5. Project History
5a. Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past?
❑ Yes ® No ❑ Unknown
5b. If yes, explain in detail according to "help file" instructions.
6. Future Project Plans
6a. Is this a phased project?
❑ Yes ® No
6b. If yes, explain.
Page 6 of 14
PCN Form — Version 1.3 December 10, 2008 Version

C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
❑ Wetlands ® Streams - tributaries ❑ Buffers
❑ Open Waters ❑ Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a.
2b.
2c.
2d.
2e.
2f.
Wetland impact
Type of jurisdiction
number —
Type of impact
Type of wetland
Forested
(Corps - 404, 10
Area of impact
Permanent (P) or
(if known)
DWQ — non -404, other)
(acres)
Temporary
W1 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W2 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W3 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W4 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W5 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W6 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
2g. Total wetland impacts
2h. Comments:.
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a.
3b.
3c.
3d.
3e.
3f.
3g.
Stream impact
Type of impact
Stream name
Perennial
Type of jurisdiction
Average
Impact
number -
(PER) or
(Corps - 404, 10
stream
length
Permanent (P) or
intermittent
DWQ — non -404,
width
(linear
Temporary (T)
(INT)?
other)
(feet)
feet)
S1 ®P ❑ T
Culvert
Perennial RPW
® PER
® Corps
3
69
Stream A
❑ INT
❑ DWQ
S2 ®P ❑ T
Rip Rap Apron
Perennial RPW
® PER
® Corps
3
55
Stream A
❑ INT
❑ DWQ
S3 ❑ P ®T
Coffer Dam and
Perennial RPW
® PER
® Corps
3
20
check dams
Stream A
❑ INT
❑ DWQ
S4 ❑ P ® T
Channel Grading
Intermittent RPW
❑ PER
® Corps
3
15
Stream B
® INT
❑ DWQ
S5 ®P [IT
Rip Rap Apron
Intermittent RPW
❑ PER
® Corps
3
5
Stream B
® INT
❑ DWQ
S6 ❑ P ®T
Check Dam
Intermittent RPW
❑ PER
® Corps
3
12
Stream B
® INT
❑ DWQ
3h. Total stream and tributary impacts
176
3i. Comments: Permanent Impacts to Jurisdictional Streams total 129 If (0.008 acre) of jurisdictional stream
Page 7 of 14
PCN Form — Version 1.3 December 10, 2008 Version

4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then individually list all open water impacts below.
4a.
4b.
4c.
4d.
4e.
Open water
Name of waterbody
impact number —
(if applicable)
Type of impact
Waterbody type
Area of impact (acres)
Permanent (P) or
Temporary
01 ❑P ❑T
02 ❑P ❑T
03 ❑P ❑T
04 ❑P ❑T
4£ Total open water impacts
4g. Comments:
6. Pond or Lake Construction
If pond or lake construction proposed, then complete the chart below.
5a.
5b.
5c.
5d.
5e.
Wetland Impacts (acres)
Stream Impacts (feet)
Upland
Pond ID
Proposed use or purpose
(acres)
number
of pond
Flooded
Filled
Excavated
Flooded
Filled
Excavated
Flooded
P1
P2
5£ Total
5g. Comments:
5h. Is a dam high hazard permit required?
❑ Yes ❑ No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If any impacts require mitigation, then you MUST fill out Section D of this form.
6a.
❑ Neuse ❑ Tar - Pamlico ❑ Other:
Project is in which protected basin?
❑ Catawba ❑ Randleman
6b.
6c.
6d.
6e.
6f.
6g.
Buffer impact
number —
Reason
Buffer
Zone 1 impact
Zone 2 impact
Permanent (P) or
for
Stream name
mitigation
(square feet)
(square feet)
Temporary
im act
required?
61 ❑P ❑T
El Yes
❑ No
132 ❑P ❑T
El Yes
❑ No
133 ❑P ❑T
El Yes
❑ No
6h. Total buffer impacts
6i. Comments:
Page 8 of 14
PCN Form — Version 1.3 December 10, 2008 Version

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1 a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
Impacts to on -site jurisdictional waters of the U.S. have been reduced to the maximum extent possible. Proper sediment and
erosion control measures will be used to minimize disturbances to downstream waters. All work will be constructed in the dry
in accordance with Water Quality Certification No. 3886.
Piping of jurisdictional stream channel has been limited to 69 linear feet, the minimum necessary to facilitate the road shoulder
and embankment. Rip rap apron lengths have also been minimized to the greatest extent practicable while still meeting
Charlotte Department of Transportation standards.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Impacts to on -site jurisdictional waters of the U.S. have been reduced to the maximum extent practicable. Proper sediment
and erosion control measures will be used to minimize disturbances to downstream waters. All work will be constructed in the
dry in accordance with Water Quality Certification No. 3886.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for
impacts to Waters of the U.S. or Waters of the State?
❑ Yes ® No
2b. If yes, mitigation is required by (check all that apply):
❑ DWQ ❑ Corps
2c. If yes, which mitigation option will be used for this
project?
❑ Mitigation bank
❑ Payment to in -lieu fee program
❑ Permittee Responsible Mitigation
3. Complete If Using a Mitigation Bank
3a. Name of Mitigation Bank:
3b. Credits Purchased (attach receipt and letter)
Type
Quantity
3c. Comments:
4. Complete If Making a Payment to In -lieu Fee Program
4a. Approval letter from in -lieu fee program is attached.
❑ Yes
4b. Stream mitigation requested:
linear feet
4c. If using stream mitigation, stream temperature:
❑ warm ❑ cool ❑cold
4d. Buffer mitigation requested (DWQ only):
square feet
4e. Riparian wetland mitigation requested:
acres
4f. Non - riparian wetland mitigation requested:
acres
4g. Coastal (tidal) wetland mitigation requested:
acres
4h. Comments:
5. Complete If Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
Page 9 of 14
PCN Form — Version 1.3 December 10, 2008 Version

6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires
buffer mitigation?
❑ Yes ® No
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
Zone
6c.
Reason for impact
6d.
Total impact
(square feet)
Multiplier
6e.
Required mitigation
(square feet)
Zone 1
3 (2 for Catawba)
Zone 2
1.5
6f. Total buffer mitigation required:
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund).
6h. Comments:
Page 10 of 14
PCN Form — Version 1.3 December 10, 2008 Version

E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
1a. Does the project include or is it adjacent to protected riparian buffers identified
❑ Yes ® No
within one of the NC Riparian Buffer Protection Rules?
1 b. If yes, then is a diffuse flow plan included? If no, explain why.
❑Yes E] No
Comments:
2. Stormwater Mana ement Plan
2a. What is the overall percent imperviousness of this project?
N/A - Linear Transportation %
2b. Does this project require a Stormwater Management Plan?
❑ Yes ® No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why:
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
❑ Certified Local Government
2e. Who will be responsible for the review of the Stormwater Management Plan?
❑ DWQ Stormwater Program
❑ DWQ 401 Unit
3. Certified Local Government Stormwater Review
3a. In which local government's jurisdiction is this project?
City of Charlotte
❑ Phase II
3b. Which of the following locally - implemented stormwater management programs
❑ NSW
❑ USMP
apply (check all that apply):
❑ Water Supply Watershed
❑ Other:
3c. Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ❑ No
attached?
4. DWQ Stormwater Program Review
❑ Coastal counties
[I HQW
4a. Which of the following state - implemented stormwater management programs apply
❑ ORW
(check all that apply):
❑ Session Law 2006 -246
❑ Other:
4b. Has the approved Stormwater Management Plan with proof of approval been
attached?
❑ Yes ❑ No
6. DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requirements?
❑ Yes ❑ No
5b. Have all of the 401 Unit submittal requirements been met?
❑ Yes ❑ No
Page 11 of 14
PCN Form — Version 1.3 December 10, 2008 Version

F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1 a. Does the project involve an expenditure of public (federal /state /local) funds or the
® Yes ❑ No
use of public (federal /state) land?
1 b. If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State
❑ Yes ® No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1 c. If you answered "yes° to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
❑ Yes ❑ No
letter.)
Comments:
2. Violations (DWQ Requirement)
2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards,
❑ Yes ® No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b. Is this an after- the -fact permit application?
❑ Yes ® No
2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
3. Cumulative Impacts (DWQ Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in
❑ Yes ® No
additional development, which could impact nearby downstream water quality?
3b. If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a short narrative description.
The project will not result in additional future development as there is an existing road.
4. Sewage Disposal (DWQ Requirement)
4a. 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.
N/A
Page 12 of 14
PCN Form — Version 1.3 December 10, 2008 Version

5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or
❑ Yes ® No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act
❑ Yes ® No
impacts?
El Raleigh
5c. if yes, indicate the USFWS Field Office you have contacted.
❑ Asheville
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
A letter was forwarded to the North Carolina Natural Heritage Program ( NCNHP) on February 25, 2013 to determine the
presence of any federally - listed, candidate endangered, threatened species or critical habitat located within the project
area. In a response letter dated March 5, 2013, the NCNHP stated that, "The Natural Heritage Program has no current
record of rare species or natural communities within the proposed project area. Historical records for 2 rare species are
found within a two -mile radius of the referenced project area ". A copy of the response letter is attached. The species
referenced by the NCNHP include tall larkspur (Delphinium exaltatum), and Carolina heelsplitter (Lasigmona decorata).
None of these records have been observed more recently than 1918. Carolina heelsplitter is the only federally-
endangered or threatened species. There is no suitable habitat for this species within the project area.
In addition, the NCNHP Geographic Information Systems (GIS) database Virtual Workroom and Element Occurrence
(EO) database was reviewed for a listing of EOs of endangered or threatened species within or near the project area. The
EO database identified no extant federally- endangered or threatened species within a two -mile radius of the project area.
S. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat?
❑ Yes ® No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
NOAA Fisheries: http: // sharpfin .nmfs.noaa.gov /website /EFH— Mapper /map.aspx
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation
❑ Yes ® No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
A letter was forwarded to the State Historic Preservation Office (SHPO) on February.25, 2013 to determine the presence
of any areas of architectural, historic, or archaeological significance that would be affected by the project. In a response
letter dated March 12, 2013, the SHPO stated that they "have conducted a review of the project are aware of no historic
resources which would be affected by the project. Therefore, we have no comment on the project as proposed". CWS
consulted the Charlotte Mecklenburg Historic Landmarks Commission database and found no listed properties within the
project area. CWS also consulted the SHPO online GIS service and found no sites of architectural, historic, or
archaeological significance within the project corridor.
Page 13 of 14
PCN Form — Version 1.3 December 10, 2008 Version

8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA- designated 100 -year floodplain?
❑ Yes ® No
8b. If yes, explain how project meets FEMA requirements:
8c. What source(s) did you use to make the floodplain determination? FEMA FIRM No. 3710453600J
Mr. Thomas Blackwell, PWS
04 -2 -13
Applicant/Agent's Printed Name
Applicant/Agent's Signature
Date
(Agent's signature is valid only if an authorization letter from the applicant
is provided.)
Page 14 of 14
PCN Form — Version 1.3 December 10, 2008 Version

NC DWO Stream Identification Form Version 4.11
Date: N to ?'O,i
Projectisite: Okwk 00,9
Latitude: ?_(0
Evaluator: j 1, ;
Strong
County: A16Mthirk
Longitude: SV .8q 21(
Total Points:
Stream is at least IntermNtent
Stream Determination (circle Ono
Ephemeral Intermittent a nnla
Other
e.g. Quad Name:
ff Z 19 ar erennW if a 30•
0
1
A. Geomorphology Subtotal =
Absent
Weak
Moderate
Strong
1` Continuity of channel bed and bank
0
1
2
3
2. Sinuosity of channel along thalweg
0
1
2
3
3. In-channel structure: ex. riffle -pool, step -pool,
ripple-pool sequence
0
1
1
3
4, Particle size of stream substrate
0
1
72
3
5: Active/relict flood lain
0
1
W
3
6. Depositional bars or benches
1.6
1
2
3
7. Recent alluvial deposits
0
1
2
3
8. Headcuts
1
2
3
9. Grade control
0
0.5
1
.5
10. Natural valley
0
0.5
1
.5
11. Second or greater order channel
N 0
Yes = 3
° artificial ditches are not rated; seed V ions in manual "
B. Hvdroloav (Subtotal = )
12. Presence of Baseflow
0
1
2
0
13. iron oxidizing bacteria
1
2
3
14. Leaf litter
1.
1
0.5
0
15. Sediment on plants or debris
0
0.5
1
1.5
Organic debris lines or piles
0
1 0.5
1
1.5
-16.
17. Soil -based evidence of high water table?
No = 0
Ye q6--
3
C. Bioloov (Subtotal = G( 1 `"
18. Fibrous roots in streambed 1
2
1
0
19. Rooted upland plants in streambed
2
1
0
20. Macrobenthos (note diversity and abundance)
0
2
3
21. Aquatic Mollusks
0
2
3
22, Fish
tv
0.5
1
1.5
23. Crayfish
0.5
1
1.5
24. Amphibians
1.6
0:5
IV
1.5
25. Algae
0
0.5
1
1.5
26. Welland plants in streambed
FACW = O.M. OBL =1.5 Other = 0
*perennial streams may also be identified using other methods. See p. 35 of manual.
Notes:
Sketch:

NC DWO Stream Identifleation Form Version 4.11
Date:l
Projectlsite: V�G
Latitude: ?�Gj, ? G�
Evaluator: S
County:
�GC�c It
Longitude: & ,
Total Points:
Steam Is at least infemnitterrt a,
Stream Dete p n (circle one)
Ephemera term Perennial
Other C, Pd
e.g, quad Name:
it219 or en3nniaf if 2 30•
0
f1I
A. Geomorphology Subtotal =
Absent
Weak
Moderate
Strong
1a Continuity of channel bed and bank
0
1
M
3
2. Sinuosity of channel along thalweg
0
f1I
2
3
3. In- channel structure: ex. riffle -pool. step -pool,
ripple-pool sequence
0
0.
2
3
4. Particle size of stream substrate
0
1
2
3
5. Active/relict floodplain
0
Yes 3
2
3
6. Depositional bars or benches
0
2
3
7. Recent alluvial deposits
0
24. Amphibians
2
3
8. Headc uts
0
1
2
3
9. Grade control
0
0.5
1.5
1.5
10. Natural valley
0
05
1
1.5
11. Second or greater order channel
N = 0
Yes = 3
a artificial dlWm are not rated; see discussions in manual
B. Hvdroloov (Subtotal = -4/�- 1
12. Presence of Baseflow
0
3
2
3
13. Iron oxidizing bacteria
0
19. Rooted upland plants in streambed
2
3
14. Leaf litter
1.5
0
0.5
0
15. Sediment on plants or debris
0
0.
1
1.5
Organic debris lines or piles
0
0.5
2
1.5
-16.
17. Soil -based evidence of high water table?
No = 0
Yes 3
C. Bloloav (Subtotal=
18. Fibrous roots In streambed
1
3
1
0
19. Rooted upland plants in streambed
3
2 _
1
0
20. Macrobenthos (note diversity and abundance)
2
3
21. Aquatic Mollusks
0 N
2
3
22, Fish
0
0.5
1
1.5
23. Crayfish
0.5
1
1.5
24. Amphibians
0.5
1
1.5
25. Algae
0.5
1
1.5
26. Wetland plants in streambed
FACW = 0.75; OBL =1.5
Other = 0
•perennial streams may also be identified using other methods. See p. 35 of manual.
Notes:
Sketch:

OFFICE USE ONLY: USACE AID# DWQ #
SCP1— Perennial RPW Stream A
STREAM Q UALITY ASSESSMENT WORKSHEET '
ia�B
1. Applicant's Name: City of Charlotte 2. Evaluator's Name: Thomas Blackwell, PWS
3. Date of Evaluation: 2 -4 -13 4. Time of Evaluation: 10:00am
5. Name of Stream: Perennial Stream A 6. River Basin: Santee (03050101)
7. Approximate Drainage Area: 70 acres 8. Stream Order: I' order
9. Length of Reach Evaluated: 300 linear ft. 10. County: Mecklenburg
11. Location of reach under evaluation (include nearby roads and landmarks): Site is located between Oak Plank Road and 500 feet
north of Dale Avenue in Charlotte, North Carolina.
12. Site Coordinates (if known): N35.2877550, W80.892419'
13. Proposed Channel Work (if any): Culvert Replacement
14. Recent Weather Conditions: Dry 50'
15. Site conditions at time of visit: Sunnv 50'
16. Identify any special waterway classifications known: _Section 10 _Tidal Waters _Essential Fisheries Habitat
_Trout Waters _Outstanding Resource Waters _ Nutrient Sensitive Waters IV Water Supply Watershed X(I -IV)
17. Is there a pond or lake located upstream of the evaluation point? YES NO If yes, estimate the water surface area:
18. Does channel appear on USGS quad map? YES Q 19. Does channel appear on USDA Soil Survey ?(31 NO
20. Estimated Watershed Land Use: 40 % Residential _% Commercial _% Industrial _% Agricultural
60 % Forested _% Cleared / Logged _% Other (,
21. Bankfull Width: 2' -4' 22. Bank Height (from bed to top of bank): 2' -4'
23. Channel slope down center of stream: _Flat (0 to 2 %) X Gentle (2 to 4 %) _Moderate (4 to 10 %) _Steep (> 10 %)
24. Channel Sinuosity: Straight X Occasional Bends _Frequent Meander _Very Sinuous _Braided Channel
Instructions for completion of worksheet (located on page 2): Begin by determining the most appropriate ecoregion based on
location, terrain, vegetation, stream classification, etc. Every characteristic must be scored using the same ecoregion. Assign points to each
characteristic within the range shown for the ecoregion. Page 3 provides a brief description of how to review the characteristics identified in the
worksheet. Scores should reflect an overall assessment of the stream reach under evaluation. If a characteristic cannot be evaluated due to site or
weather conditions, enter 0 in the scoring box and provide an explanation in the comment section. Where there are obvious changes in the character
of a stream under review (e.g., the stream flows from a pasture into a forest), the stream may be divided into smaller reaches that display more
continuity, and a separate form used to evaluate each reach. The total score assigned to a stream reach must range between 0 and 100, with a score
of 100 representing a stream of the highest quality.
Total Score (from reverse): 45 Comments:
Evaluator's Signature �M J Date 2/4/13
This channel evaluation form is intended to be used only as a guide to assist landowners and environmental professionals in
gathering the data required by the United States Army Corps of Engineers in order to make a preliminary assessment of
stream quality. The total score resulting from the completion of this form is subject to USACE approval and does not imply a
particular mitigation ratio or requirement. Form subject to change — version 05/03. To Comment, please call 919 - 876 -8441 x 26.

STREAM QUALITY ASSESSMENT WORKSHEET
SCP1— Perennial RPW Stream A
* These characteristics are not assessed in coastal streams.
ECOREGION POINT
RANGE
#
CHARACTERISTICS
SCORE
Coastal
Piedmont
Mountain
1
Presence of flow / persistent pools in stream
0-5
0 — 4
0-5
4
no flow or saturation = 0• strong flow = max oints
2
Evidence of past human alteration
0-6
0-5
0-5
1
extensive alteration = 0• no alteration = max points)
3
Riparian zone
0-6
0-4
0-5
1
no buffer = 0• contiguous, wide buffer = max points)
4
Evidence of nutrient or chemical discharges
0-5
0-4
0-4
2
extensive discharges = 0; no discharges = max points)
,.a
Groundwater discharge
0-3
0 — 4
0-4
2
U5
no discharge = 0; springs, sees wetlands etc. = max points)
6
Presence of adjacent floodplain
0— 4
0— 4
0— 2
3
no floodplain = 0• extensive floodplain = max points)
a
Entrenchment / floodplain access
0— 5
0— 4
0— 2
3
(deeply entrenched = 0• frequent flooding = max points)
8
Presence of adjacent wetlands
0-6
0-4
0-2
0
no wetlands = 0• laze adjacent wetlands = max points)
9
Channel sinuosity
0-5
0-4
0-3
1
extensive channelization = 0• natural meander = max points)
10
Sediment input
0-5
0-4
0-4
3
extensive deposition-- 0• little or no sediment = max points)
11
Size & diversity of channel bed substrate
NA*
0-4
0 - 5
2
fine homogenous = 0• laze diverse sizes = max points)
12
Evidence of channel incision or widening
0-5
0 - 4
0-5
3
y+
(deeply incised = 0• stable bed & banks = max points)
13
Presence of major bank failures
0-5
0 — 5
0-5
3
a
severe erosion = 0• no erosion, stable banks = max points)
14
Root depth and density on banks
0-3
0 - 4
0-5
3
no visible roots = 0• dense roots throughout = max points)
15
Impact by agriculture or livestock production
0-5
0 — 4
0-5
4
substantial impact =0• no evidence = max points)
16
Presence of riffle- pool/ripple -pool complexes
0-3
0-5
0-6
1
no riffles/ripples or pools = 0• well-developed = max points)
d
1
Habitat complexity
0-6
0 — 6
0-6
2
E-4
little or no habitat = 0• frequent, varied habitats = max points)
Canopy coverage over streambed
18
no shadin vegetation = 0• continuous canopy = max points)
0-5
0 — 5
0-5
2
19
Substrate embeddedness
NA*
0-4
0-4
2
(deeply embedded = 0• loose structure = max
20
Presence of stream invertebrates
0-4
0-5
0-5
1
'
no evidence = 0• common numerous types = max points)
21
Presence of amphibians
0-4
0-4
0-4
1
O
no evidence = 0• common numerous types = max oints
22
Presence of fish
0 - 4
0-4
0
no evidence = 0• common, numerous es = max points
H0-4
23
Evidence of wildlife use
0-6
0-5
0-5
1
no evidence = 0• abundant evidence = max points)
Total Points Possible
100
100
100
TOTAL SCORE (also enter on first page)
45
* These characteristics are not assessed in coastal streams.

OFFICE USE ONLY: USACE AID# DWQ #
SCP2 — Intermittent RPW Stream B
STREAM QUALITY ASSESSMENT WORKSHEET -�
40
1. Applicant's Name: City of Charlotte 2. Evaluator's Name: Thomas Blackwell, PWS
3. Date of Evaluation: 2 -4 -13 4. Time of Evaluation: 11:00am
5. Name of Stream: Intermittent Stream B 6. River Basin: Santee (03050101)
7. Approximate Drainage Area: 16 acres 8. Stream Order: 1st order
9. Length of Reach Evaluated: 105 linear ft. 10. County: Mecklenburg
11. Location of reach under evaluation (include nearby roads and landmarks): Site is located between Oak Plank Road and 500 feet
north of Dale Avenue in Charlotte, North Carolina.
12. Site Coordinates (if known): N35.2877550, W80.8924190
13. Proposed Channel Work (if any): Culvert Replacement
14. Recent Weather Conditions: Da 50°
15. Site conditions at time of visit: Sunny 500
16. Identify any special waterway classifications known: _Section 10 _Tidal Waters _Essential Fisheries Habitat
_Trout Waters _Outstanding Resource Waters _ Nutrient Sensitive Waters IV Water Supply Watershed X(I -IV)
17. Is there a pond or lake located upstream of the evaluation point? YES NO If yes, estimate the water surface area:
18. Does channel appear on USGS quad map? YES Q 19. Does channel appear on USDA Soil Survey? YES
20. Estimated Watershed Land Use: 40 % Residential ^% Commercial _% Industrial _% Agricultural
60 % Forested _% Cleared / Logged _% Other ( )
21. Bankfull Width: 2' -3' 22. Bank Height (from bed to top of bank): 2' -4'
23. Channel slope down center of stream: _Flat (0 to 2 %) X Gentle (2 to 4 %) _Moderate (4 to 10 %) _Steep ( >10 %)
24. Channel Sinuosity: Straight X Occasional Bends _Frequent Meander _Very Sinuous _Braided Channel
Instructions for completion of worksheet (located on page 2): Begin by determining the most appropriate ecoregion based on
location, terrain, vegetation, stream classification, etc. Every characteristic must be scored using the same ecoregion. Assign points to each
characteristic within the range shown for the ecoregion. Page 3 provides a brief description of how to review the characteristics identified in the
worksheet. Scores should reflect an overall assessment of the stream reach under evaluation. If a characteristic cannot be evaluated due to site or
weather conditions, enter 0 in the scoring box and provide an explanation in the comment section. Where there are obvious changes in the character
of a stream under review (e.g., the stream flows from a pasture into a forest), the stream may be divided into smaller reaches that display more
continuity, and a separate form used to evaluate each reach. The total score assigned to a stream reach must range between 0 and 100, with a score
of r00 representing a stream of the highest quality.
Total Score (from reverse): 32 Comments:
Evaluator's Signature ,1K ate'" Date 2/4/13
This channel evaluation form is intended to be used only as a guide to assist landowners and environmental professionals in
gathering the data required by the United States Army Corps of Engineers in order to make a preliminary assessment of
stream quality. The total score resulting from the completion of this form is subject to USACE approval and does not imply a
particular mitigation ratio or requirement. Form subject to change — version 05/03. To Comment, please call 919- 876 -8441 x 26.

STREAM QUALITY ASSESSMENT WORKSHEET
SCP2 — Intermittent RPW Stream B
* These characteristics are not assessed in coastal streams.
ECOREGION POINT
RANGE
#
CHARACTERISTICS
SCORE
Coastal
Piedmont
Mountain
1
Presence of flow / persistent pools in stream
0-5
0 — 4
0-5
2
no flow or saturation = 0• strong flow = max points)
2
Evidence of past human alteration
0-6
0-5
0-5
1
extensive alteration = 0• no alteration = max points)
3
Riparian zone
0-6
0-4
0-5
1
no buffer = 0• contiguous, wide buffer = max points)
4
Evidence of nutrient or chemical discharges
0-5
0-4
0-4
2
extensive discharges = 0• no discharges = max points)
5
Groundwater discharge
0-3
0-4
0-4
2
no discharge = 0• springs, sees wetlands etc. = max points)
U
6
Presence of adjacent floodplain
0— 4
0— 4
0— 2
2
no floodplain = 0• extensive floodplain = max points)
a
7
Entrenchment / floodplain access
0-5
0-4
0-2
0
(deeply entrenched = 0• frequent flooding = max points)
8
Presence of adjacent wetlands
0-6
0-4
0-2
0
no wetlands = 0• large adjacent wetlands = max points)
9
Channel sinuosity
0-5
0-4
0-3
1
extensive channelization = 0• natural meander = max points)
10
Sediment input
0-5
0-4
0-4
2
extensive deposition-- 0• little or no sediment = max points)
11
Size & diversity of channel bed substrate
NA*
0-4
0 - 5
3
fine homogenous = 0• laze diverse sizes = max points)
12
Evidence of channel incision or widening
0-5
0 - 4
0-5
1
�+
(deeply incised = 0• stable bed & banks = max points)
F*
13
Presence of major bank failures
0-5
0 - 5
0-5
1
a
severe erosion = 0• no erosion, stable banks = max points)
14
Root depth and density on banks
0-3
0 - 4
0-5
2
E.,
no visible roots = 0• dense roots throughout = max points)
15
Impact by agriculture or livestock production
0-5
0 — 4
0-5
4
substantial impact =0• no evidence = max points)
16
Presence of riffle-pool/ripple-pool complexes
0-3
0-5
0-6
2
no riffles/ripples or pools = 0• well-developed = max points)
17
Habitat complexity
Habitat
0-6
0 — 6
0-6
1
or no habitat = 0• frequent, varied habitats = max points)
18
Canopy coverage over streambed
0-5
0 — 5
0-5
3
no shading vegetation = 0• continuous canopy = max points)
19
Substrate embeddedness
NA*
0-4
0-4
1
(deeply embedded = 0• loose structure = max
20
Presence of stream invertebrates
0-4
0-5
0-5
0
no evidence = 0• common, numerous types = max points)
0
21
Presence of amphibians
0-4
0-4
0-4
0
O
no evidence = 0• common numerous types = max p oints
04
22
Presence of fish
0 - 4
0-4
0
no evidence = 0• common numerous es = max oints
H0-4
23
Evidence of wildlife use
0-6
0-5
0-5
1
no evidence = 0• abundant evidence = max points)
Total Points Possible
100
100
100
TOTAL SCORE (also enter on first page)
32
* These characteristics are not assessed in coastal streams.

WETLAND DETERMINATION DATA FORM - Eastern Mountains and Piedmont Region
Project/Site: Oakdale Road City /County: Mecklenburg Sampling Date: 2-4 -13
Applicant/Owner: City of Charlotte, Ms. Leslie Bing State: NC Sampling Point DPI- Upland
Investigator(s): TJB and GCA Section, Township, Range: Charlotte
Landforrn (hillslope, terrace, etc.): terrace Local relief (concave, convex, none): concave Slope ( %): 2 -8
Subregion (LRR or MLRA): MLRA Lat.: 35.287755 Long.: 80.892419 Datum: NAD83
Soil Map Unit Name Cecil sandy clay loam, 2-8% slopes (Ce62) NWI Classification:
Are climaticthydrologic conditions of the site typical for this time of the year? Yes X No (If no, explain in remarks)
Are vegetation soil or hydrology significantly disturbed? Are "normal Yes
Are vegetation soil or hydrology naturally problematic? circumstances" present?
(If needed, explain any answers in remarks)
SUMMARY OF FINDINGS
Hydrophytic vegetation present? No
Hydric soil present? No
Wetland hydrology present? No
Remarks:
Is the sampled area within a wetland? No
Data point is representative of a non jurisdictional upland area.
HYDROLOGY
Wetland Hydrology Indicators:
Secondary Indicators (minimum of two required)
Primary Indicators (minimum of one is required; check all that apply)
_Surface Soil Cracks (136)
Surface Water (Al)
_True Aquatic Plants (1314)
—Sparsely Vegetated Concave Surface (68)
High Water Table (A2)
_Hydrogen Sulfide Odor (C1)
_Drainage Patterns (610)
Saturation (A3)
Oxidized Rhizospheres on Living
—Moss Trim Lines (816)
Water Marks (131)
—Roots (C3)
_ Dry- Season Water Table (C2)
Sediment Deposits (132)
—Presence of Reduced Iron (C4)
—Crayfish Burrows (C8)
Drift Deposits (63)
Recent Iron Reduction in Tilled
Visible on Aerial Imagery (C9)
Algal Mat or Crust (134)
_Soils (C6)
—Saturation
_Stunted or Stressed Plants (131)
Iron Deposits (135)
_Thin Muck Surface (C7)
_Geomorphic Position (D2)
Inundation Visible on Aerial
—Other (Explain in Remarks)
_ Shallow Aquitard (D3)
Imagery (137)
Microtopographic Relief (134)
Water - Stained Leaves (139)
_ FAC- Neutral Test (D5)
Aquatic Fauna (1313)
Field Observations:
Surface water present? Yes
No X Depth (inches):
Wetland
Water table present? Yes
No X Depth (inches):
hydrology
Saturation present? Yes
No X Depth (inches):
present? N
(includes capillary fringe)
Describe recorded data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
Wetland hydrology indicators are not present.
US Army Corps of Engineers Eastern Mountains and Piedmont Region

VEGETA nvN - use scientITic names DT
plants
5am lin Point: 17101 -U land
50 /20 Thresholds
Tree Stratum Plot Size (
30 ft.
) Absolute %
Dominant
Indicator
20% 50%
Cover
Species
Status
Tree Stratum 6 15
1
Quercus phellos
10
Y
FAC
Sapling /Shrub Stratum 8 20
2
Liriodendron tuliprfera
10
Y
FACU
Herb Stratum 17 43
3
Comus Honda
10
Y
FACU
Woody Vine Stratum 0 0
4
Dominance Test Worksheet
5
6
Number of Dominant
7
Species that are OBL,
8
FACW, or FAC: 1 (A)
9
Total Number of Dominant
10
Species Across all Strata: 6 (B)
30
= Total Cover
Percent of Dominant
Species that are OBL,
Sapling /Shrub
Absolute %
Dominant
Indicator
FACW, or FAC: 16.67% (AIB)
Plot Size (
Stratum
15 ft.
) Cover
Species
Status
Prevalence Index Worksheet
1 ulmus alata 20 Y FACU
2
Juniperus virginiana
20
Y
FACU
Total % Cover of:
3
OBL species 0 x 1= 0
4
FACW species 0 x2= 0
5
FAC species 20 x3= 60
6
FACU species 60 x4= 240
7
UPL species 0 x 5= 0
8
Column totals 80 (A) 300 (B)
9
Prevalence Index = B/A = 3.75
10
40
= Total Cover
Hydrophytic Vegetation Indicators:
Herb Stratum Plot Size (
5 ft.
) Absolute %
Dominant
Indicator
_ Rapid test for hydrophytic vegetation
Cover
Species
Status
Dominance test is >50%
1
Festuca sp.
75
Y
_
Prevalence index is s3.0'
2
Lonlcera/aponice
10
N
FAC
_
Morphological adaptations* (provide
3
supporting data in Remarks or on a
4
separate sheet)
5
`Problematic hydrophytic vegetation*
6
(explain)
7
_
'Indicators of hydric soil and wetland hydrology must be
8
present, unless disturbed or problematic
9
10
Deflnitions of Vegetation Strata:
11
12
Tree - Woody plants 3 in. Q.6 cm) or more in diameter at
breast height (D8H), regardless of height
13
14
Sapling/shrub- Woody plants less than 3 in DBH and
15
greater than 3.28 ft (1 m) tall.
85
= Total Cover
Herb - All herbaceous (non woody) plants, regardless of
Woody Vine
Absolute %
Dominant
Indicator
size, and woody plants less than 3 28 ft tall
Stratum Plot Size (
30 ft.
) Cover
Species
l�
Status
Woody vines - All woody vines greater than 3 28 ft in
1
height
2
3
4
Hydrophytic
5
vegetation
_ 0 _
= Total Cover
present? N
Remarks: (Include Dhoto numbers here or on a separate sheet)
Less than 50% of dominant species are FAC or wetter.
US Army Corps of Engineers
Eastern Mountains and Piedmont Region

SOIL
Samolina Point: DPI- UDland
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.
Depth
Inches
Matrix
Color (moist) %
Redox Features
Color moist % Type* Loc"
Texture
Remarks
0 -12
7.5 YR 6/6
silt loam
'Type: C= Concentration, D= Depletion, RM= Reduced Matrix, CS= Covered or Coated Sand Grains
"Location: PL =Pore Lining, M= Matrix
Hydric Soil Indicators: Indicators for Problematic Hydric Soils:
—Dark Surface (S7)
Histisol (Al) Polyvalue Below Surface (S8) 2 cm Muck (A10) (MLRA 147)
Histic Epipedon (A2) (MLRA 147,148) _Coast Prairie Redox (A16) (MLRA 147,148)
Black Histic (A3) Thin Dark Surface (S9) Piedmont Floodplain Soils (F19)
Hydrogen Sulfide (A4) (MLRA 147,148) (MLRA 136,147)
Stratified Layers (A5) _ Loamy Gleyed Matrix (F2) _Very Shallow Dark Surface (TF12)
2 cm Muck (A10) (LRR N) Depleted Matrix (F3) —Other (Explain in Remarks)
Depleted Below Dark Surface (A11) Redox Dark Surface (F6)
Thick Dark Surface (Al2) _ Depleted Dark Surface (F7)
Sandy Mucky Mineral (S1) Redox Depressions (F8)
(LRR N, MLRA 147, 148) _ Iron- Manganese Masses (F12) (LRR N, MLRA 136)
Sandy Gleyed Matrix (S4) _ Umbric Surface (F13) (MLRA 136,122)
Sandy Redox (S5) _Piedmont Floodplain Soils (F19) (MLRA 148)
Stripped Matrix (S6) Red Parent Material (F21) (MLRA 127,147)
'Indicators of hydrophytic vegetation and wetland hydrology must be present, unless disturbed or problematic
Restrictive Layer (if observed):
Type:
Depth (inches):
Hydric soil present? N
Remarks:
Hydric soil indicators are not present.
US Army Corps of Engineers Eastern Mountains and Piedmont Region

ATTACHMENT
PRELIMINARY JURISDICTIONAL DETERMINATION FORM
BACKGROUND INFORMATION
A. REPORT COMPLETION DATE FOR PRELIMINARY JURISDICTIONAL
DETERMINATION (JD): 3 -18 -13
B. NAME AND ADDRESS OF PERSON REQUESTING PRELIMINARY JD:
City of Charlotte Engineering and Property Management
Ms. Leslie Bing
600 East Fourth Street
Charlotte, NC 28202
C. DISTRICT OFFICE, FILE NAME, AND NUMBER: Wilmington District
D. PROJECT LOCATION(S) AND BACKGROUND INFORMATION:
(USE THE ATTACHED TABLE TO DOCUMENT MULTIPLE WATERBODIES
AT DIFFERENT SITES)
State:NC County /parish/borough: Mecklenburg City: Charlotte
Center coordinates of site (lat/long in degree decimal format): Lat. 35.2877550
N, Long. 80.8924190 W.
Universal Transverse Mercator:
Name of nearest waterbody: Gum Branch
Identify (estimate) amount of waters in the review area:
Non - wetland waters: 437 linear feet: 2' -4' width (ft) and /or 0.03 acres.
Cowardin Class: RSB4
Stream Flow: Perennial / Intermittent
Wetlands:
Cowardin Class:
Name of any water bodies on the site that have been identified as Section 10
waters:
Tidal:
Non - Tidal:
E. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT
APPLY):
❑ Office (Desk) Determination. Date:
® Field Determination. Date(s): February 4, 2013
1. The Corps of Engineers believes that there may be jurisdictional waters of the
United States on the subject site, and the permit applicant or other affected party
who requested this preliminary JD is hereby advised of his or her option to

request and obtain an approved jurisdictional determination (JD) for that site.
Nevertheless, the permit applicant or other person who requested this
preliminary JD has declined to exercise the option to obtain an approved JD in
this instance and at this time.
2. In any circumstance where a permit applicant obtains an individual permit, or
a Nationwide General Permit (NWP) or other general permit verification requiring
"pre- construction notification" (PCN), or requests verification for a non - reporting
NWP or other general permit, and the permit applicant has not requested an
approved JD for the activity, the permit applicant is hereby made aware of the
following: (1) the permit applicant has elected to seek a permit authorization
based on a preliminary JD, which does not make an official determination of
jurisdictional waters; (2) that the applicant has the option to request an approved
JD before accepting the terms and conditions of the permit authorization, and
that basing a permit authorization on an approved JD could possibly result in less
compensatory mitigation being required or different special conditions; (3) that
the applicant has the right to request an individual permit rather than accepting
the terms and conditions of the NWP or other general permit authorization; (4)
that the applicant can accept a permit authorization and thereby agree to comply
with all the terms and conditions of that permit, including whatever mitigation
requirements the Corps has determined to be necessary; (5) that undertaking
any activity in reliance upon the subject permit authorization without requesting
an approved JD constitutes the applicant's acceptance of the use of the
preliminary JD, but that either form of JD will be processed as soon as is
practicable; (6) accepting a permit authorization (e.g., signing a proffered
individual permit) or undertaking any activity in reliance on any form of Corps
permit authorization based on a preliminary JD constitutes agreement that all
wetlands and other water bodies on the site affected in any way by that activity
are jurisdictional waters of the United States, and precludes any challenge to
such jurisdiction in any administrative or judicial compliance or enforcement
action, or in any administrative appeal or in any Federal court; and (7) whether
the applicant elects to use either an approved JD or a preliminary JD, that JD
will be processed as soon as is practicable. Further, an approved JD, a proffered
individual permit (and all terms and conditions contained therein), or individual
permit denial can be administratively appealed pursuant to 33 C.F.R. Part 331,
and that in any administrative appeal, jurisdictional issues can be raised (see 33
C.F.R. 331.5(a)(2)). If, during that administrative appeal, it becomes necessary
to make an official determination whether CWA jurisdiction exists over a site, or
to provide an official delineation of jurisdictional waters on the site, the Corps will
provide an approved JD to accomplish that result, as soon as is practicable.
This preliminary JD finds that there "maybe "waters of the United States on the
subject project site, and identifies all aquatic features on the site that could be
affected by the proposed activity, based on the following information:
PA

SUPPORTING DATA. Data reviewed for preliminary JD (check all that apply
- checked items should be included in case file and, where checked and
requested, appropriately reference sources below):
® Maps, plans, plots or plat submitted by or on behalf of the
applicant/consultant:
® Data sheets prepared /submitted by or on behalf of the
applicant/consultant.
❑ Office concurs with data sheets /delineation report.
❑ Office does not concur with data sheets /delineation report.
❑ Data sheets prepared by the Corps:
❑ Corps navigable waters' study:
❑ U.S. Geological Survey Hydrologic Atlas:
❑ USGS NHD data.
❑ USGS 8 and 12 digit HUC maps.
® U.S. Geological Survey map(s). Cite scale & quad name: 1:24,000,
Bakers Quadrangle, NC, Dated 1991.
® USDA Natural Resources Conservation Service Soil Survey. Citation:
USDA -NRCS, Mecklenburg County Soil Survey.
❑ National wetlands inventory map(s). Cite name:
❑ State /Local wetland inventory map(s):
❑ FEMA/FIRM maps:
❑ 100 -year Floodplain Elevation is: (National Geodectic Vertical Datum
of 1929)
❑ Photographs: ❑ Aerial (Name & Date):
or ® Other (Name & Date):Site photographs taken 2/4/13
❑ Previous determination (s). File no. and date of response letter:
❑ Other information (please specify):
IMPORTANT NOTE: The information recorded on this form has not
necessarily been verified by the Corps and should not be relied upon for
later jurisdictional determinations.
Signature and date of
Regulatory Project Manager
(REQUIRED)
3
03 -18 -13
Signature and date of
person requesting preliminary JD
(REQUIRED, unless obtaining
the signature is impracticable)

SAMPLE
Estimated
Site
Cowardin
amount of
Class of
number
Latitude
Longitude
Class
aquatic
aquatic
resource in
resource
review area
1
N35.2877550
W80.8924190
RSB4
334 linear feet
Non section
10 — non -tidal
1
N35.2877550
W80.892419°
RSB4
103 linear feet
non - section
10 — wetland
0
0
0

e AGA�Akp)�
K12
me
9 MR
North Carolina Department of Environment and Natural Resources
Office of Conservation, Planning, and Community Affairs John E. Skvarla, III
Pat McCrory Linda Pearsall
Govemor
Director Secretary
March 5, 2013
Ms. Kelly Hines
Carolina Wetland Services
550 E. Westinghouse Blvd.
Charlotte, NC 28273
Subject: Oakdale Road Widening Project, Charlotte, NC
Carolina Wetland Services Project no. 2013 -3093
Dear Ms. Hines:
The Natural Heritage Program has no current record of rare species or natural communities within the
proposed project area.
Historical records for 2 rare species are found within a two-mile radius of the
referenced project area. These records are presented in the table below:
Scientific Name
Common Name Last Element State Status Federal Status
Observed Occurrence
Date Status
Delphinium
Tall Larkspur 1800s Historical Endangered Federal
fedCo Concern
exaltatum
Lasmigona
Carolina Previous to Historical Endangered Endangered
decorata
Heels litter 1918
These records indicate potential for the species occurrence within the project area, if suitable habitat
exists there. Please contact the US Fish and Wildlife Service (Asheville Office) and the Natural Heritage
Program if these or other rare species are found within the project area during your surveys.
The use of Natural Heritage Program data should not be substituted for actual field surveys,
particularly if the project area contains suitable habitat for rare species, important natural
communities, or priority natural areas.
Please do not hesitate to contact me if you have questions or need further information: 919 - 707 -8687 or
Judith ratcliff,@ncdenr.gov
Judith Ratcliffe
Freshwater Ecologist, Eastern Region
NC Natural Heritage Program
1601 Mail Service Center, Raleigh, North Carolina 27699 -1601
Phone: 919 - 707 -8600 \ Internet: www.nedenr.gov
An Equal opportunely \ AffirmaNe Action Employer — 50% Recycled \ to% Post consumer Paper

ss
North Carolina Department of Cultural Resources
State Historic Preservation Office
Ramona M. Bartos, Administrator
Pat McCrory, Governor
Susan W. Muttz, Secretary
Kevin Cherry, Deputy Secretary
March 12, 2013
Kelly Hines
Carolina Wetland Services
550 East Westinghouse Boulevard
Charlotte, NC 28273
Office of Archives and History
Division of Historical Resources
David Brook, Director
Re: Oakdale Road Widening Project, Charlotte, CWS 2013 -3093, Mecklenburg County, ER 13 -0432
Dear Ms. Hines:
Thank you for letter of February 25, 2013, concerning the above project.
We have conducted a review of the project and are aware of no historic resources which would be affected by
the project. Therefore, we have no comment on the project as proposed.
The above comments are made pursuant to Section 106 of the National Historic Preservation Act and the
Advisory Council on Historic Preservation's Regulations for Compliance with Section 106 codified at 36 CFR
Part 800.
Thank you for your cooperation and consideration. If you have questions concerning the above comment,
please contact Renee Gledhill- Earley, environmental review coordinator, at 919- 807 -6579. In all future
communication concerning this project, please cite the above - referenced tracking number.
Sincerely,
Ramona M. Banos
Location: 109 East Jones Street, Raleigh NC 27601 Mailing Address: 4617 Mail Senvice Center, Raleigh NC 27699 -4617 Telephone /Pax: (919) 807- 6570/807 -6599

w
f't
e
INDEX OF SHEETS
7 .� V
BEGIN
VICINITY MAP
NTS
20130398
PLANS PREPARED BY:
J"saH
INPROV /NO YOUR WORLD
© 2013 REYNOLDS. SMITH AND HILLS INL
MAN Areli teas- Engloem-Plalmere, Ire.
1520 South Boulevard, State 200
Charlotte, NC 25208
704- 752 -0010 FAX [phone]
taarla.reandti.aom
Construction Plans of Proposed
Oakdale Road Widening
Project No. 512 -07 -010
Project Features:
Grading, Paving, Curb & Gutter, Concrete Sidewalk, Storm Drainage, Utilities, Erosion Control,
Pavement Marking & Signing, Traffic Control
4
D
3 a r
AREA `
.r\
'APR 1 5 2013
11-1
DESIGN DATA
LOW SPEED URBAN
DESIGN GUIDELINES
ADT 2008 : 10,000 to 12,400 VPD
ADT 2030 - 12,600 ta 15,500 VPD
V - 35 MPH
V - 30 MPH•
• USE 30 MPH DESIGN SPEED IN
SELECT LOCATIONS, CURVE 06
AND CURVE 07, AS SHOWN Lv
IN PLANS
O
s0 "j
t3 /
BEGIN PROJE
STA. 14 +50.00
0
'e.,
0
d`\ i k Rd ' e
Oakdale Rd SHEET I
SHEET c�
r�rr17 SHEET-a�
WATER RESERVOIR) ^� O
NTS
PLAN SHEET LAYOUT
0
O !
��I Vu AUTY 2012
� STANDARD
SPECIFICATIONS
PROJECT LENGTH =1.1 MILES
General Notes
2
Typical Sect ions /Ucteils ---------- 2A -2J
Storm Drainage Structures Summary _...._.._ „ »»»»__...„»._._...
2K -2N
Plan & Pr aNe.......__......._._____„_._W
»_. 3-19
Storm Drainage Oatfall Sheets
SDI -SD4
Curb Return Proifla ______„_. .._......_...____.__._Y..______ CRl -CR3
Traffic Control Plan
TCI -TC13
Pavement Marldng Plan
PMI -PM4
Erosion Control Plan
ECI -EC6
Right of Way Plan
RW I -RN 8
Ud1h3 By Others Plan
UBOI -US013
Utility Construction Plan
UCl -UC4
Cross Sections /Driveway Profiles;
XS1 -X537
Cron Section Summary Sleet _
XSIA
Oakdale Road Downstream Improvements Addendum
Plan and Prof le
A -1
Details Y. _._._
A -D1 -A -DS
Traffic Control Plan
A -TCI
Planting Plan —
_ A -Pt
Erosion Control Plan
A -ECI - A -EC4
Utility By Others Plan_...... — ...._....^_______
A -UOI
UMity Construction Plan
A-UCI
Channel Cross Sections
A -XSI - A -XS4
7 .� V
BEGIN
VICINITY MAP
NTS
20130398
PLANS PREPARED BY:
J"saH
INPROV /NO YOUR WORLD
© 2013 REYNOLDS. SMITH AND HILLS INL
MAN Areli teas- Engloem-Plalmere, Ire.
1520 South Boulevard, State 200
Charlotte, NC 25208
704- 752 -0010 FAX [phone]
taarla.reandti.aom
Construction Plans of Proposed
Oakdale Road Widening
Project No. 512 -07 -010
Project Features:
Grading, Paving, Curb & Gutter, Concrete Sidewalk, Storm Drainage, Utilities, Erosion Control,
Pavement Marking & Signing, Traffic Control
4
D
3 a r
AREA `
.r\
'APR 1 5 2013
11-1
DESIGN DATA
LOW SPEED URBAN
DESIGN GUIDELINES
ADT 2008 : 10,000 to 12,400 VPD
ADT 2030 - 12,600 ta 15,500 VPD
V - 35 MPH
V - 30 MPH•
• USE 30 MPH DESIGN SPEED IN
SELECT LOCATIONS, CURVE 06
AND CURVE 07, AS SHOWN Lv
IN PLANS
O
s0 "j
t3 /
BEGIN PROJE
STA. 14 +50.00
0
'e.,
0
d`\ i k Rd ' e
Oakdale Rd SHEET I
SHEET c�
r�rr17 SHEET-a�
WATER RESERVOIR) ^� O
NTS
PLAN SHEET LAYOUT
0
O !
��I Vu AUTY 2012
� STANDARD
SPECIFICATIONS
PROJECT LENGTH =1.1 MILES
RECOMMENDED
FOR CONSTRUCTION
Contract Administration
Existing Right of Way
Construction Administration
GRAPHIC SCALES
Landscape Management
Engineering Services
-
20 40 60
Plan View..._........
20 40 60
Harz. Profile.—
4 q 12
Vert Profile
1 10 15
Cross Section ____
Utility Coordinator
-- -- — -- - -- -
CDOT- Design
Proposed Edge of Pavement.-_____
CDOT - Implementation
CMU
— r— •— . —� —•-
Planning
ProposedFence ..»___...._...._„.__._„„....._
Storm Water Services
90% PLAN SUBMITTAL
PRELIMINARY
Do Not Use For Constroetloa
SENSITIVE MATERIAL)
Do Not Duplicate
� � o
� O
o n
END PROJECT -
o ` STA. 70+00.00
\ d Q O
0
C
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O � r
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0
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VANAGB1@tf
APPROVED
CITY ENGINEER DATE
i' CONVENTIONAL SIGNS 1
Proposed Right of %Voy Line .....................
- -
Existing Right of Way
-
Existing Right of Way by Maintenauce. ».._.
-
Existing Property
-
Existing Edge of Pavement....__._...... „_.....
-- -- — -- - -- -
Proposed Edge of Pavement.-_____
Existing Fence
— r— •— . —� —•-
ProposedFence ..»___...._...._„.__._„„....._
— ■— ■— ■ — ■ — ■-
Proposed Cut Line ----------
— c — c —
Proposed Fill Line .....___..r_.„„..__........._
— IF — r —
Temporary Construction Easement
e — e —
Proposed Storm Drainage Easement ._- ....._
_sm —we
Permanent Utility Easement_...._._ -_ -__ -.
_ set[ urE-
Existing Drainage, Sewer, & Utility Easemnt __
_ --
Existing Gas Line ---- -----
— C —C — °-
Proposed Gas Line ___.__..... -----
Existing Water Line _�___._...__�......._„
—• —•— .-
Existing Sanitary Sewer
a-
ProposedSanitarySewer
Ha-
Existing Underground Telecommunications
— —
Existing Underground Electric
UE —
Existing Overhead Electric
Existing Storm Storm Drainage
Proposed Storm Drain
page �.....__.......__.._
1--1
0
Existing Tree
Existing Shrub
�
Existing Water Meter 0
1
N
Existing Water Valve A
N
ExistingGas Valve „„„„..„___..___„__ ....._......______.__ „__... » „_. tG
Existing Sanitary Sewer Manhole --- _... ------- ._...._..._..... „__...., s
O
Proposed Sanitary Sewer Manhole
FF�
Existing Storm Drain Manhole ..„.____ ...... ...........__ „____.....____J.:J
Proposed Drain
Storm Manhole
Existing Catch Basin...___.____._ .... .....__.
.......... ..._....�
�srsI
F+�al
Proposed Catch Basin .._.____.....____. w.._ _.....____...____..........._.�
Proposed Double Catch Ruin _-_-_„... _.._ „.......__ „... „.... „__.�.��
O
Proposed Open Throat Catch Basin___... .... „___..._....�_......__..._.
A/
iA�1
Existing Curb Inlet. ----- ....._......._... .___.._ »______.._..�.....___.r�
Existing Drop
Proposed Drop
ExistingLight Pole ...„..„„._____....._.._. ._ »_.._......_... „_ „ „.. „ „._.._„ #
ProposedLight Pole ....._.....__......_...._. ....____.__
„__.....___..._._._.
I--I
Existing Utility Pole
ProposedUtility Pole ...._......._......„.....___ __.___.....__...._.____..._....
x
W
GayWire _ w_»„_.....».........„_____„_ _...____._.....__..._ „_......_�
A
IronPs ....____. ____._____._.. „_. °_ °__....____
Existing Fire Hydrant
„_____.___...__ o
-6-
~
y ✓ ✓�
ProposedFire Hydrant ___„_____....... ...__ „_..._
„__....._._....»___.
M��1
AccessibleRamp..___..._____.....„_. ......_.....�__w_
»......._____®
TreeProtection ......._.._.__._.._..„ „..... „___.....__��. „....... »_» `�
O
Proposed Flared End Section -------------- — -------- .»._
Proposed Curb & Gutter, Concrete Ddv c, Sidewalk ...__..__.
Existing
Proposed RipRap
Proposed Gravel .__........._......._..__. ........_�...._..........»...__
Proposed Erosion Control Matting
A
1{p`.i•J,y�
Proposed Asphalt
ProposedAsphalt Removal_....___. ......____ »..» ............. „___ ®
O
Proposed Milling & Resurfacing ._ .._- ..._ --------- ........._....
Hardware Cloth & Gravel inlet Protection_........._.»..__.__ Q
StoneInlet Protedton...._._„.._ _..�__........._.....__
„_�..__. 4�C
Slit Fence_---------
-
TemporarySediment Trap._.__.. ....____..._ „....._.. „__..._... Q
Wattle...____.........____. _..._.._..„..._____ ^—
...__�.�_. /1

GENERAL NOTES
•� DATUM: EXISTING SANITARY SEWER AND WATER LINE: ABBREVIATIONS:
eox Pun suermAL
SIZE CONTROL WAS ESTABLISHED BY CAPS METHOD ARE BASAL N WATT S ARE BASED STANDARDS (CONT.) pRELtMINARY
ON PUBLISHED VALUES OF HAD 83/86 ELEVATIONS ARE BASED ON VER11fi1 DATUM FOR WATER AND SEWER LOCATES, THE CONTRACTOR SHALL CALL CHARLOTTE- 11ENRLENBURG UTILITIES (CEP) ABAND ABANDONED PAW PAVEMENT
FROM PUBLISHED VALUES OF NAVD -Sa AT 704- 336-2564 ACIC ASPHALT CONCRETE INTERMEDIATE COURSE PB PAPER BOX NCDOT DO not Use For COOIahTECnM1
AN INSPECTOR FROM CHARLOTTE - MECKLENBURG VrIUncs SHALL BE NOTIFIED PRIOR ACSC ASPHALT CONCRETE SURFACE COURSE PC POINT OF CURVATURE
ME FOLLOWING IS A SUMMITRY SHOWING PROTECT TEIAPORARY BENCHMARKS TO THE BEGINNING OF WATER AND /OR SANITARY SEWER WORK
M
WHERE SANITARY SEWERS AND WATER LINES ARE ENCOUNTERED THE CONTRACTOR SHALL USE CARE IN PM .. ASPHALT PED PEDESTRIAN ROADWAY STANDARD DRAWINGS
Rc U
ufH4RK NUMRFR $THEFT NUMBER FI NATION WORKING AROUND OR NEAR NEU IF AN EXISTING SEWER OR WATER LINE DAMAGED THE CONTRACTOR APPROX APPROXIMATELY PERM PERMANENT SID . --No $lE
6
Bu /I SHEET 31 81830 SMALL IMMEDIATELY REPLACE THE SEWER OR WATER LINE WITH CLASS 350 - DUCTILE IRON PIPE THE B -B BACK TO BACK PC PAGE 20003 METHOD OF CLEARING - METHOD m
CONTRACTOR SMALL REPLACE A MINIMUM OF 18 FEET OF SANITARY SEWER LINE AND /OR WATER LUTE WITH B/C BAR OF CURB PI POINT OF INTERSECTION 22504 METHOD OF OBTAINING SUPERELEVATION - TWO LANE PAVEMENT V
BY /2 SHEET 5 62092 CUSS 350 - DUCTILE IRON PIPE WHEN ORNNAGE POPE COMES WITHIN 24' OF SAND LINES HORIZONTALLY OR PING POINT ON CURVE 31002 PARALLEL PIPE END SECTION ®O A
12' VERTICALLY AS REQUIRED BY CMARLOTTE- MECKLENBURG UTILITIES OR NOTED ON THE PUNS. ALL BFA - BALK FLOW ASSEMBLY
WATER VALVES WATER METER BOXES AND WATER VAULTS IN THE CONSTRUCTION AREA ARE TO BE BR BITUMINOUS PP POWER POLE 31010 DRIVEWAY PIPE CONSTRUCTION
BY 43 SHEET 6 631 47 ADJUSTED TO THE FINISHED GRADE BY THE CONTRACTOR N
BOB. BOTTOM OF BAR %
6 THE WATER METERS ARE TO BE RELOCATED HORIZONTALLY, THEY SHALL BE MOVED TO AN AREA BEHIND K PCBC PRECAST CONCRETE BO CULVERT 65101 PAVEMENT REPAIRS
BY /4 SHEET 12 789 OS THE PROPOSED CURB IF RELOCATED METER 6 IN DRIVE OR SIDEWALK. CONTRACTOR WILL PROVIDE AND BIRD BEARING PROP _ PROPOSED 83831 REINFORCED CONCRETE ENDWALL FOR SINGLE 54' PIPE ; A
WSTALL CONCRETE METER BOX ES CB _ CATCH BASIN PRC POINT OF REVERSE CURVATURE t W6
BII /5 SKEET 1J 77921 WATER AND SEWER LINES ARE TO REMAIN ACTIVE DURING CONSTRUCTION 6 NOT POSSIBLE, THEN CI.D /C4lD CIIARL07TE LAND WVELOPYENT PT PONT O: TANGENCY B3B 39 REINFORCED CONCRETE ENOWMl FOR SINGLE 72' PIPE Y
CONTRACTOR SHAT FOLLOW CYU POLICIES. PROCEDURES. STANDARDS AND SPECIFICATIONS MANUAL. 840 00 CONCRETE RASE PAD FOR DRAINAGE STRUCTURES TBSi
CUU /CMUD. .. CHARLOTTE- YECKLENSURG UTILITIES PVL POINT OF VERTICAL INTERSECTION 84001 STANDARD BRICK CATCH BASIN
DRIVEWAYS AND SIDEWALKS: SANITARY SEWER AND WATER SERVICE LATERALS ARE NOT SHOWN ON PLANS AND MAY BE ENCOUNTERED COLIC CURB AND GUTTER R RADIUS 54003 STANDARD CATCH BASIN FRAME. GRATE, AND 1100D
DURING CONSTRUCTION COORDINATE WRN THE CM U INSPECTOR TO ENSURE THAT ALL DMING SERVICES ARE
RELOCATED, BY THE CONTRACTOR. IN COMPLIANCE WITH CMLI STANDARDS 7105 WORK 6 INCIDENTAL TO CA FENCE. - CHAIN l0IX FENCE RC _ REVERSE CROWN
61015 BRICK DROP Oa.E7 Qt n
PROPOSED [IRNEW'AY ENTRANCE DIMENSIONS ARE FROM E%PANSIOH JOINT TO EXPANSION SEWER/WAIER REPLACEMENT CLSN CONTROLLED LOW STRENGTH FILL MATERIAL RCBC REINFORCED CONCRETE BOX CULVERT }a
JOINT DRIVEWAY LDS CONSTRUCTION BETWEEN BAN( O' CURB AND BACK OF WALK SHALL BE $4016 DROP INLET FRAME AND GRATE R { m
INSTALLED PERT BS STARDARD SIDEWALK AN ADDITIONAL CONCRETE OR ASPHALT APRON SMALL CYP /ESP EORRLCA.TED METAL /sTEE1 PIPE REOP RIGHT EDGE OF PAVEMENT ii
BE INSTALIFO AT BACK OF LS TO AND I TO EXTEND 5' BEYOND BACK OF WALK NOT FEASIBLE SEWER MANHOLES SIDE AL MUST BE LOCATED COMPLETELY WITHIN CONCRETE SIDEVIALKS. AT LOCATIONS Comm _ .COMMERICAL RE7 RETAIN/RETAINING 84032 BRICK JUNCTION BOX 1�OO
WTGI REPLACEMENT W7ERIALS 7O THE EXISTING SURFACE AMOR BACK NOT FEASIBLE FOR SIDEWALK RELOCATION, CONTRACTOR TO REMOVE Alm /OR ADJUST THE PRECAST CONE a1D 3s TRAFFIC BEARING JUNCTION BOX
SECTION REPLACE CONCENTRIC CONE SECTIONS WITH ECCENTRIC CDNE SECTIONS AND ROTATE ME LOCATION CONIC CONCRETE RJ RESTRAINED JOINT
OF THE MANHOLE OPENING 70 RESOLVE CONFLICT 84051 BRICK MANHOLE
CONCRETE -SIX NCH PORTLAND CEMENT CONCRETE (3600 PSI) COAST CONSTRUCTION RT RIGHT C
_ 840 52 PRECAST MANHOLE
ASPHALT - CONYERCIAL 7W0 INCH 59 SB COURSE AND FOUR OCMI 119 00 COIN _ CONTINUED RkC RING k COVER 840 52 STANDARD BRICK MANHOLE FRAM[ VINO COVER
IITERMEDIA COURSE. SUBSURFACE PLANS: CR - - - CURB RETURN RCP REINFORCED CONCRETE PIPE
(RESIDENTIAL) TWO INCH SO 58 COURSE AND FOUR INCH AGGREGATE 84068 DRAINAGE STRUCTURE STEPS
BASE (ABC) COURSE CT CURB TRANSITION Q - - RELOCATE CONIC NOR ELL PIPE 84071 CONCRETE AND BRIG( PIPE PLAN
GRAVEL - SIX INCH IN AL STONE SUBSURFACE INVESTIGATIONS OF A Ll11fTE0 SCOPE ARE AVAILABLE FOR THIS PROJECT CONTACT DR D® BOOK
THE CT' TO OBTAIN A CDPY OF THE GEOTECHNICAL REPORT 6 DESIRED THE CONTRACTOR SMALL SIDEWALK SMALL BE FOUR INCHES THICK AND $d INCHES THICK AT DRIVEWAY MAKE HIS/HER OWN INVESTIGIJION AR TO THE SUBSURFACE CONDITIONS DCEL _ OOl1BlE CATCH BASIN R/W RIGHT OF WAY 84601 CONCRETE CURB, GUTTER. AND CURB k GUTTER
CROSSNGS. PER CITY STD NO 1022 -
DI DROP INLET S - SDUTH "a 03 DRIVEWAY TURNOUT
DIAL DRAINAGE PIPES SAWCUTS: ON DIIMEIVS I see SINGLE STORY BUILDING BRRICK mmo1NG 85206 METMORD OF GLANDS
PLACEMENT OF DROP INLETS IN CONCRETE GLANDS
DIY INuFIVSNON
UNLESS OTHERWISE NOTED. AL DITCHES BEIOI E PROPOSED CURB AND GUTTER STALL BE ME CONKRACTOR SMALL SAW CUT EXISTING ASPl AND /OR CONCRETE SURFACE PRIOR TO DIP NILE IRON PIPE STORY DRAM 68601 CHAIN LINK FENCE - 1' S AND 6' IOGM FENCE
EACKFILLED VINO HE DITCH ALL DRIVEWAY PIPES WHICH ARE NO LONGER NEEDED DUE IN THE REMOVAL. UNLESS OTHERWISE DIRECTED BY THE ENGINEEk SAw LVf BALL BE 1 FOOT MIN FROM DW DRIVEWAY SIDE. _ PERMANENT STORM DRAINAGE EASEMENT 90450 MOUNTING OF TYPE D. E AND *F SIGNS ON U CHANNEL POSTS
ELIMINATION OF THE DITGH SHALL BE REMOVED OR PLUGGED ACCORDING TO THE FOLLOWING EXISTING EDGE OF PAVEMENT SAW CLR PAVEMENT SHALL BE REPLACED AS WELL AS ADOM04AL E. EAST /EA -STING SONH STORM DRAIN MANHOLE 1205 PAVEMENT MARKINGS
• FOR EXISTING ASPHALT AND GRAVEL DRIVES, REMOVE DRIVEWAY PIPES UNLESS PAVEMENT REQUIRED TO TIE -IN TO FACE OF PROPOSED CURB TURD GLITTER
OTHERWSE DIRECTED BY THE ENGINEER EA - - EACH SE SUPER ELEVATION 1251 01 RAISED PAVEMENT MARKERS
SF SQUARE FEET 1606 01 SPECAL SEDIMENT CONTROL FENCE
• FOR EXISTING CONCRETE DRIVES, PLUG PIPES UNLESS OTHERWISE DIRECTED BY THE ENGINEER PAVEMENT DEGRADATION: EDP � - EDGE F PAVEMENT SS SANITARY SEWER _
Esw EASEMENT ssco _ _ SANITARY SEWER CIEANOW
DRAINAGE STRUCTURES: CDOT HAS DETERMINED THAT NO PAVEMENT DEGRADATION FEE IS M BE ASSESSED EW ENDIVALL S/R FEKCE SPLIT RAIL FENCE kI DRAINAGE EX/EXIST EXISTIN
GRADES. ELEVATS. DIMENSIONS, STRUCTURES MAYYT BE ADJUSTED DURNGD LOCATIONS
CONSTRUCTION. IS DIRECTED 81 THEE ENGINEER, TO ✓ FRAME !GRATE SSW SANITARY SEWER MANHOLE p STATION
ACCOMMODATE UNFORESEEN EXISTING CONDITIONS. TRAFFIC CONTROL: F/c FACE of cuRe
ALL STATION k OFFSET CALLO/T5 FOR CATCH BASINS ARE TO THE CENTER OF THE CATCH TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF THE 'WORK AREA 7RAFIC FES FLARED END SECTION STD STANDARDS CHARLOTTE
BASIN AT THE UP OF GUTTER CALOUTS ARE TO THE CENTER OF STRUCTURE FOR DROP CONTROL HANDBOOK' (WAT C H
INLETS AND MANHOLES CALLOUTS FOR FLARED END SECTIONS ARE TO THE CENTER Di ) REFER TD THE TRAFFIC CONTROL PLANS ON SHEETS TCl -TC13 FH FIRE MYORNR - SOUTH � CHARLOTTE LAND DEVELOPMENT STANDARDS (CLOG)
FLARED OUTLET END GLLOUTS FOR ENDWALLS ARE TO FRONT OF WALL AT TOP OF PIPE FOC _ FIBER OPTIC CABLE TAN TANGENT SOD NO, ML
TREES, SHRUBS, AND HEDGES: GL GAS LINE 1017AB.0 STANDARD CURB @ GUTTER
ALL PIPE SHALL BE RCP CLASS IT UNLESS OTHERWISE NOTED ON THE PLANS ALL DRAINAGE TBM _ TRAFFIC BEARING HMARION BOX 101a 19• VERTICAL CURB
STRUCTURES TO BE INSTALLED WITH WEEPNHOlES AND ASSOCIATED STONE DRAW PER NEWT CV _ GAS VALVE TBY _ 7EIMPOANTf BENCHMARK
SECTION 41D -9 OF STANDARD SPECIFICATIONS. THE CONTRACTOR IS REOUIRED TO REMOVE TREES, SH RU85, AND HEDGES WITHIN THE EASEMENT LINES NORIL HORIZONTAL TEMP TEMPORARY 1019 CURB TRANSITION - 2 -6' CkG TO 2 -0' VALLEY GUTTER
SHOW UNLESS ON THE PLANS TO BE PROTECTED THE CONTRACTOR SHALL ALSO PROTECT TREES AND HP KIGH POINT TCE TEMPORARY CONSTRUCTION EASEMENT
TOLERANCES: SHRUBS OUTSIDE OF THE CUr /FILL LINES IN ADDITION TO THOSE THAT RECEIVE TREE/SHRUB PROTECTION H$s HIGH STRENGTH STEEL 708 TOP OF BANK 1020 CURB TRANSITION - 2' -6' C!G TO V -6' CkG
HIW' _ HEADWALL TP TRAVERSE PONT 1022 CONCRETE SIDEWALKS
STORM S DRAINAGE PIPES STALL BE CONSTRUCTED TRUE TO UNE AND GRADE H SHOWN IN THE WHEN 8007 PRUNING IS NECESSARY, CUT ROOTS CLEANLY USING A DISK TRENCHER IN ACCORDANCE WITH INT INTERSECTION 7W' LOP Di WALL 10 238 COMMERCIAL DROP CURB TYPE II DRIVEWAY WITH WIDE PLANING STRIP (2' -6' C@G)
INERT UNLESS
LEVATIONS WITHIN AAPPROVED OERANCE OF 0 FEET PIPES SNN1 MATCH PROPOSED SECTION 01000 OF THE CRY OF CHIARLOTTE WNOSGP[ pONSTRUCRON 57ANGRDS pRUNOVG SHALL BC IN, INVERT T/W TEST WIRE 1027A RESIDENTIAL DRIVEWAY (TYPE Q FOR 2' -0' VALLEY GUTTER
PER THE LATEST STANDARD Of THE LANDSCAPE CONSTRUCTION STANDARDS MANUAL (TYP) USE PLYWOOD
FORM S WHEN TREE ROOTS ARE ADJACENT TO PROPOSED CURB @ GLITTER OR SIDEWALK 115E CLDS STD IP IRON PIN lYP TYPICAL 1028 TYPE m DRIVEWAY ENTRANCE
PROPOSED CURB ELEVATIONS: CLDS LID BRIDGING TREE RANTS TREES SPEC FED BY THE PUNS 70 AVE ASPHALT CURBING MUST USE JB JUNCTION W% UP UTBM POLE 019 CATCH BASH FRAME N VALLEY OTTER
5 C SE 4013 TREE PROTECTION SHALL BE IN ACCORDANCE WITH CLDS STD 4002 WHEN THE TREE
6 CLOSE TO THE WORK AREA TREE PROTECTION CLDS STD 4012 SHALL BE USED L LENGTH UTE PERMANENT UTILITY EASEMENT 1030 CATCH BASIN PLACEMENT AT INTERSECTIONS
EXISTING PAVEMENT SHALL BE RETAINED UNLESS OTHERWISE NOTED CURB ELEVATIONS SHALL BE LEOP LEFT EDGE OF PAVEMENT VC VERTICAL CLIME
SET By THE CONTRACTOR AND APPROVED BY THE ENGINEER THE CONTRACTOR SHALL BE 10 31A.8 ACCESSIBLE RAMP STANDARD WITH PLANTING STRIP 2' -8' CURB AND GUTTER
RESPONSIBLE FOR ADJUSTMENT OF CURB ELEVATIONS WRING CONSTRUCTION 70 ENSURE PROPER LEOTL LEFT EWE 00 TRAVEL LANE VCP VITREOUS CLAY PIPE 10 35&8 ACCESSIBLE PLACEMENT ON RAMP AND GENERA NOTES
LONGITLmDIAL SLOPE AND CROSS SLOPE OF THE PROPOSED CURB LINE SIDE SLOPES: LF LINEAR FEET HINT wVEn� 1036AB CULVERT CROSSINGS ON RESIDENTIAL AND COMMERCIAL STREETS
ALL SIDE SLOPES ARE 31 MA WULA UNLESS NOTED OTHERWISE IN THE PLANS 6 DIRECTED BY THE LP LOW POINT AV/ WITH t038 MODULAR RETAINING WALLS USING GEOLRID IN RIGHT -OF-WAY
ENGINEER, A CUT SLOPE OF 21 MAXIMUM CAN BE USED AROUND TREES TO MINIMIZE DAMAGE TO THE LT LEFT 1010A,B DIRECTIONAL ACCESSIBLE RAMP
BACKFILLING: TREE ROOTS. UNLESS OTHERWISE NOTED ON THE PLANS MAX _ MAXIMUM VOL WATER LINE
MIN MANHOLE WM WATER METER 2003 BRICK DOUBLE CATCH BASIN (DCS)
EXISTING SUITABLE ON5 MAY WARRANT PROPOSED WITH BORROW MATERIAL. SELECT MATERIAL, OR W/0 _ _ WITHOUT 20 05A.9 SLAB TYPE CATCH BASIN (OTCB)
LOLL SUITABLE WTERAL BEHIND PROPOSED C1NB5 As SHOWN ON PLANS EROSION CONTROL: MIN MINIMUM P W VAULT WATER VAULT
enpH MILES PER HOUR 2022 FLARED END SECTION
THE CONTRACTOR SHALL BE REWIRED TO MAINTAIN EROSION CONTROL DEVICES AND TO PREVENT NIL METAL WV WATER VALVE 2023 RIP RAP APRON AT PIPE OUTFALLS j
SEDIMENTATION DAMAGE TO ALL ADJACENT PROPERTIES AND STREAMS N ACCORDANCE WITH THE N I 2025 TRENCH DETAIL FOR STORM DRAINAGE
UTILITIES: APPROPRIATE CRY OR COUNTY EROSION AND SEDIMENT CONTROL ORDINANCE. AS SHOWN IN THE STANDARD NORTH NCR WING INCH iG
DETAILS STANDING WATER WITHN THE PROTECT LIMITS SHOULD BE PREVENTED ALL DISTURBED AREAS NC NORMAL CROWN INCH 2027 RIP RAP DITCHES y
UTILITIES ARE OLUSTAATED FOR�NFOR4ATON PURPOSES D Y THE Crtv RI NOT BE NFLI SHALL BE STABILIZED AND SEEDED AND MULCHED AT THE DIRECTION DF THE ENONEER NTS NOT TO SCALE
RESPoNCIBIF TOR TMF ARYL OF fiV TONS DEPTHS OR FOR WL9 2028 SUBDRAIN DETAIL
OF UTILITY INFORMATION. NW NORM WEST 20-JI OFFSET CATCH BASIN
PRIOR TO CONSTRUCTION. THE CONTRACTOR SMALL NOTIFY ALL UTUrV OWNERS WHOSE STATION OFFSETS: W ON CENTER 2035 GRADING AT DROP INLET 2
OTCB OPEN THROAT CATCH BASIN 6
PROTECTS WILL BE AFFECTED TO DETERMINE BY HIS LOCATIONS ME CONTACTOR SMALL 30 01 TEMPORARY SEDIMENT TRAP
THE PROTECT ALL LR1L SK% FROM THE CAUSED E HIS R AMY XX45 OR THOSE ON HIS AGENTS. STATION OFFSETS TO THE RIGHT F THE CENTERLINE ARE INDICATED BY .0 STANDARDS b.06A TEMPORARY SILT FENCE
CE CONTRACTOR STALL HOLD THE CITY /O R1THAT FOR ANY 7NORD -PARTY INCONVENIENCE srAnoN OFFSETS To THE LEFT of THE CENTERLWE ARE NDIGlEO BY -•
EWU7ED BY WDRK OF HIS OWN FORCES OR iNAT OF HIS AGENTS b08 STONE INLET PROTECTION y,
THE FOLLOWING ROADWAY STANDARDS APPEAR IN THE GARLOM MAID DEVELOPMENT STANDARDS MANUAL. (JANUARY 2012 AND LATEST 3049 SILT FENCE INLET PROTECTION Q
As NEEDED THE CONTRACTOR SMALL AWUST/RELOGTE THE SANITARY SEWER Alm WATER CLINES ACCESSIBLE RAMPS: REVISION) AND THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION (NCDOTT ROADWAY STANDARD DRAWINGS (JANUARY 2012). AND ARE 3010
ONLY OTHER ADUSTYQRS/RCLDCATX7NS MAIL BE PERFORMED BY THE VARIOUS UTILITY APPLICABLE TO THIS PROJECT AND BY REFERENCE ARE CONSIDERED A PARr OCF THE PLANS TEMPORARY ROCK CHECK DAYS 1 YH [ p
OWNERS ME CONTRAMOR ItALL COORDOATE WORK WITH UTILITY OWNERS SO AS NOT TO 30 11A STABILIZED CON57RUCTION ENTRANCE 3 5 S s 3 C
ADVERSELY AFFECT THE PROTECT SCHEDULE. THE CITY WILL NOT BE HELD RESPONSIBLE FOR ANY THE CONTRACTOR SHALL CONSTRUCT 6 -INCH THICK CONCRETE ACCESSIBLE RAMPS AT CHARLOTTE - MECKLENBURG UTILII -TES ° 00
DELAYS OR dsAUPnoNS IN THE SCHEDULE DUE TO THE MORAL OF OTHER UTILITY OWNERS blTERSEDTONS IN ACCORDANCE MAIM THE LATEST REV6gN5 FOR ACCESSIBLE RAMP DETAILS,
b 17 TEMPORARY SEEDRIG SCHEDULE
CONSTRUCTION PLANS k NCDOT STANDARD DRAWINGS CHARLOTE- MECKLENBURG UTILITY DEPARTMENT (CMU) WATER AND SEWER POLICIES, PROCEDURES, STANDARDS AND SPECIFICATIONS 3020 EMBANKMENT MATTING DEAL 4
THE CONTRACTOR SMALL SUPPORT TURD PROTECT ANY EX6rLNG UNDERGROUND UTILITIES Sm NO Id1F. 4002 TREE PROTECTION DETAIL G
ENCOUNTERED DURING TRENCH EXCAVATION ANDIOR PIPE INSTALLATION 1Y6� 40 OBA MEDIAN GREATER THAN 120 INCHES - EXCAVATION, DRAINAGE. AND BAOKFlLL j U
FENCES:
LOCATION OR SILL CONTACT NC ONE -CALL AT R SHM1. ALSO 9 FOR HE CI 1 WATER VALVE BOX 40088 73 TO 120 INCH MEDIAN - EXCAVATION, DRAINAGE, AND BACKFILL
CHARLOTTE PRIOR TO CONSTRUCTION CONTRACTOR SNALL ALSO NO1DY THE CITY OF ALL FENCES WITHIN THE CONSTRUCTION UNITS THAT REOORE REMOVAL ARE TO BE REMOVED. 2 WATER BOX INSTALLATION 40 OSC 48 TO 72 INCH MEDIAN - EXCAVATION. DRAINAGE AND BACKFILL
REPLACED OR RESET AS APPROVED BY THE ENGINEER THE CONTRACTOR SHALL REPLACE OR 1011 BUDGING TREE ROOTS
CKARLOTA EDLAT HE POLL W OF IMPENDING WORK THE UTILITY NSTRU ATOR STALL 4 DEAD END BLOCKING 6', B' AND 12' YAMS
BE CONTACTED AT THE i01L01YING ADDRESS (48 AIRS PRIOR 70 CONSTRUCTION) RESET ALL FENCES OUTSIDE OF THE T/RWA TOR M5 OTHERWISE NOTED ON THE PLANS C AS 40 12 TEMPORARY TREE PROTECTION DETAIL
MR CEOfIC ELDER DIRECTED BY ME ENGINEER THE CONTRACTOR MAY REOU6T APPROVAL FROM ME ENCMEETt 5 FIRE HYDRANT DETAIL z ^
600 E FOURTH STREET TO RESET AN EXISTING FENCE IN UEU O- REPLACING THE FENCE. AS SHOWN IN THE 40 13 ASPHALT CURB PLACEMENT AT DUSTING TREES Q
CONSTRUCTION PLANS. IF THE EXISTING FENCE 6 IN GOOD CONDITION AND THE RESET WOULD 18 CONCRETE METER BOX FOR ;;' WATER PETER w t' W
CHARLOTTE. 6 28202 -2844 PROVIDE A COST BENEFIT SAVINGS 19 CONCRETE METER BOX FOR 1' WATER METER 40 104 SAFETY RAIL p4j 0
(704) 336 -3652
ORGANIZATIONS THAT MAY OWN FACILITIES THROUGHOUT THIS PROJECT ARE MAIL BOXES: 29 LOWERING OF 6' TO 1z' WATER WIN
DIRE POWER COMPANY H H VALVE BOX ASSEMBLY INSTALLATION 12 -INCH AND SMALLER VALVES Q T-,
PIEDMONT NATURAL GAS THE CONTRACTOR SMALL RELOCATE ALL MAO. BOXES- AS REOUIRED RY SECTION 107 -12 OF THE NCDOT K -1 3' AND 1' DO MIC WATER SERVICE CONNECTION - PART ONE
STANDARD WPECIFICATXNNS FOR ROADS TURD STRUCTURES COORDINATE THIS WORK WITH THE US POSTAL K -2 R:' AND 1' DOMESTIC WATER SERVICE CONNECTION - PART TWO a z R
CHARLOTTE DEPARTMENT OF TRANSPORTATION SERVICE MAIL SERVICE SMALL NOT BE INTERRUPTED DURING THE COURSE Of CONSTRUCTION H K
BELL SOUTH /A7 @T WW WATER WIN LOCATIONS AT CULVERTS -USING STEEL CASING PIPE - 6' TO 24' MANS
CHARLOTTE- YECKLENSUWG UTILITY DEPARTMENT Q U z
TIME WARNER CABLE SERF 9 H{T'jV 4' LATERAL (TAP)
ALL GAS SERVICE LINES TO INDIVIDUAL PROPERTIES, INCLUDING THOSE LINES NOT SHOWN IN ME 3 LATERAL N57ALIATXN A7 11ANMIDIE ii a
SURVEY ARE TO BE ADUSTED/RELOCATED AS NEEDED DURING CONSTRUCTION 4 LATERAL MANHOLES 4' AND S' DIAMETER 0
ALL GAS LINES WILL BE AQILA7M RELOCATED BY PIEDMONT NATURAL GAS A REPRESENTATIVE d:
PIEDMONT NATURAL GAS MUST BE PR6ENT JUST PRIOR TO AND DURING ANY CONSTRUCTION NEAR 8 OUTSIDE CROP INSTALLATION (ALTERNATE)
EX6TNG GAS LINES THE CONTRACTOR SMALL CONTACT PIEDMONT NATURAL GAS AT LEAST TWO 8 PRECAST 11Ag110LE$ INSTALLED Q`QR EXISTING PIPE
'EMS PRIOR 70 CONSTRUCTION
14 PLASTIC STEP CORED HOE DRIVEN N PLACE
15 CAST IRON FRAME AND COVER SANITARY SEWER MANHOLES yw y C1
18 TUNNEL LONER SECTION N a 4N
20 CONCRETE COLLAR

PAVEMENT SCHEDULE
C1
PROP 1 5" ASPHALT CONCRETE SURFACE COURSE, TYPE S9 5B, AT AN
A 31 SLOPE SHALL BE URRED UNLESS 011ETNASE NOTED ON THE PLAINS
FOR VARIABLE TTATURE WIDTHS. SEE PLAN SHEETS
AVERAGE RATE OF 168 LEIS PER SO YD
C2
PROP 3" ASPHALT CONCRETE SURFACE COURSE, TYPE S9 58, AT AN
USE CLODS NO 40 DBA rOE YmHNS OYU 10 AND +O OW FOR
AVERAGE RATE OF 168 LBS PER SO YD IN EACH OF TWO LAYERS
MEDIANS W -10'
SEE GEUIECHNICLL ENGNEERNG REPORT Fort STATIONWAX AND
PROP VARIABLE DEPTH ASPHALT CONCRETE SURFACE COURSE, TYPE
OS9
58, AT AN AVERAGE RATE OF 112 LBS PER SO YD PER 1' DEPTH
= O
TO BE PLACED IN LAYERS NOT LESS THAN 1 5" OR GREATER THAN 2"
0
IN DEPTH
Dt
PROP 4" ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 119 OB,
R HRN 2.WR 2OeK V1 VV 1 /4' / y1"
AT AN AVERAGE RATE OF 456 LBS PER SO YD
PROP VARIABLE DEPTH ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE
D
©
11903. AT AN AVERAGE RATE OF 114 LBS PER SO YD PER 1" DEPTH
TO BE PLACED IN LAYERS NOT LESS THAN 2 5" OR GREATER THAN 4" IN
DEPTH
E7
PROP 5" ASPHALT CONCRETE BASE COURSE, TYPE B25 OB, AT AN
U 5
K Et D1 �0 D1 E1
AVERAGE RATE OF 570 LBS PER SO YD
PROP VARIABLE DEPTH ASPHALT CONCRETE BASE COURSE, TYPE
E2
B2508. AT AN AVERAGE RATE OF 114 LBS PER SO. YD PER 1'
MOTES.
DEPTH, TO BE PLACED IN LAYERS NOT LESS THAN 3" OR GREATER
THAN 5 5" IN DEPTH
O Q
BASE TO BE TREATED WITH LIME TO A DEPTH OF 8", AT A RATE OF
O
20 LBS PER SO YD AS DIRECTED BY THE ENGINEER (SEE LIME
!C•'I'
STABILIZATION DETAIL, THIS SHEET)
R1
1' -6' CONCRETE MEDIAN CURB AND GUTTER, CMLDS NO 10 178
®2
2' -0" CONCRETE VALLEY GUTTER, CMLDS NO 10 17B
W
2' -6" CONCRETE STANDARD CURB AND GUTTER, CMLDS NO 10 17A
0 z
5- MONOLITHIC CONCRETE ISLAND (KEYED -IN), NCOOT STD 852 01
SO
4- CONCRETE SIDEWALK, CMLDS NO 10 22
O
EARTH MATERIAL
UO
EXISTING PAVEMENT
WO
WEDGING (SEE WEDGING DETAIL, THIS SHEET)
i
C1 C3
E2 D1 E2
2 } °� � }"
3" MIN MIN 3"
MIN MIN
WEDGING DETAIL
Not to Scale
1 FT
EXCAVATION LINE
BASE COURSE DETAIL
STANDARD 2' -6" C &G
Not to Scale
p�yy EOSTNG
CONCRETE PLANING STINP GUM
SIOEWALX
tuna u
MILL 8 RESURFACE OAKDALE ROAD L -1 STA. 11.90 TO STA. 14.50,
IS REQUIRED, WITH A MINIMUM OF 1 j - OF S9 5B PAVEMENT TO
ACCOMODATE EXISTING ROADWAY FEATURES AND PROVIDE A
SMOOTH TRANSITION ALONG THE NC 16 INTERSECTION PROJECT
21
20 -6•
15
m-
1 � •• • RI Y 1 � 1.
YDI. YIN.
W C2 R7 r�oEr�iOinw'i R1 C2 W
2.01011 --
xoE
Et 01
.' WwPR,N AWJ�
TYPICAL SECTION #1
Not to Scale
OAKDALE ROAD L -1
PLANTED MEDIAN SECTION
STA. 12.16 OD TO STA. 13+69.62
a
2' -6• 4-0 S_D•
cui DSIIN ER6TNG fR CONCRETE
•Rg PLANING SR SOCK" '
curTER
NOTES
R09MY CPMI SLOPE SHI BE 10ei -LESS MERI NOTED GN THE BANS
A 31 SLOPE SMALL BE UTILM UNLESS OTHEIMSE NOTED ERIE THE PLANS.
- FOR VARIABLE FEATURE WCT S. SEE PUN SHEETS
FOR AREAS WITH SJPEREI"A11OK APPLY GUnET SECTION THAT SLOPES WTTH THE
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TYPICAL SECTION #2
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Not to Scale
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GENERAL NOTES'
TREES.. SHRUBS AND HEDGES
THE CONTRACTOR IS REQUIRED TO REMOVE TREES, SHRUBS, AND HEDGES WITHIN THE EASEMENT LINES UNLESS SHOWN ON
THE PLANS TO BE PROTECTED THE CONTRACTOR SHALL ALSO PROTECT TREES AND SHRUBS OUTSIDE OF CUT/FILL LINES. IN
ADDITION TO THOSE THAT RECEIVE TREESISHRUB PROTECTION BARRIERS WHEN ROOT PRUNING IS NECESSARY CUT ROOTS
CLEANLY USING A DISC TRENCHER IN ACCORDANCE WITH SECTION 010DO OF THE CITY OF CHARLOTTE LANDSCAPE
CONSTRUCTION STANDARDS PRUNING SHALL BE PER THE LATEST STANDARD OF THE LANDSCAPE CONSTRUCTION
STANDARDS MANUAL (TYP) USE PLYWOOD FORMS WHEN TREE ROOTS ARE ADJACENT TO PROPOSED CURB 8 GUTTER OR
SIDEWALK USE CLD STD 40 11 FOR BRIDGING TREE ROOTS TREES SPECIFIED BY THE PLANS TO HAVE ASPHALT CURBING
MUST USE CLD STD 40 13 TREE PROTECTION SHALL BE IN ACCORDANCE WITH CLD STD 10 02. WHEN THE TREE IS CLOSE TO
THE WORK AREA TREE PROTECTION CLD STD 40 12 SHALL BE USED
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1 APPLICATION DESIGNED FOR TREES NO
LESS THAN 12' IN Dw/ETER
2 1" - SEE CLDSM - PLANIWG MIX
APPLY TO A DEPTH OF FOUR
INCHES AT BASE OF TREE. TAP (. TO
GRADE- SEED AND ML.CH ACCORDING TO
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BASE OF ME TREE
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TO NO LESS THAN TEN (10) FEET
I FABRIC - NON -WOVEN GEOTDMU
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10• MINMUM��
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1 REMOVE ALL BARRIERS UPON COMPLENW OF PROIER
2 UNMWWD PLANS SHALL SHOW THE UD WnONG OF ALL TREE PROTECUGH
FENCES
3 REFER TO CTIY OF CHARLOTTE EANDSCAK CONSTRUCTION SIANDNpS
SECTION 01060 TEN GENERAL SRFFJFYATION KOAROHO TREE PROTECTKN
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DETAIL EQ02 •TREE PROTECTION DETAa, SPECIFIES A CIRCULAR RADIUS FOR TREE PROTECTION
BARRIER, HOWEVER, IF APPROVEDBY THE ENGINEER, CHARLOTTE LANDSCAPE CONSTRUCTION
STANDARD SECTION 01D00 -TREE PRESERVATION, PART 03, D ALLOWS FOR AN ASYMMETRICAL TREE
PROTECTION BARRIER WHICH REMAINS A MINIMUM OF FOUR FEET FROM THE TRUNK AT ANY POINT
AND ENCLOSES A UNDISTURBED CRITICAL ROOT ZONE AREA OF THE SAME AREA AS CALCULATED FOR
THE SYMMETRICAL TREE PROTECTION BARRIER
NOFEL
1 T1RS TREE BUMPER DETAIL S ALI SE USED WEN
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PROTEETEO
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3 LLAMERWIRL ANDUNDBAMMAIBEREUSEDAT
OTHER TREES
A TMEINTENTOFTHBDEARBTOPROTRDBTIIFG
TREESFROMOAMAGE OURINGCONSIRUCTICIP,
ESPECIALLY FROM BACFHM ARM SIWIIG. AN
ALTERNATE APPMAM MAY RE USED D &PPRONEDIN
WRITING "THE ENGINEER AFTER CONSULTATION
WITH THE CITY ARSONIST OR HIS MY AUTHORIZED
REPRESENTATIVE
DRILL AND BOND pLACE
.Ipxf PROPOSED F. REHAR F
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N.TS CLDS4 STD DTL.012
CITY OF CHARLOTTE
TREE PROTECTION
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0 ASPHALT CURB PLACEMENT AT EXISTING TREES
N.TJL CLOSM B. 0. .O ID
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NOTES
6'
I CONTRACTOR SHALL USE EXTREME CAUTION N
WORKING NEAR EXISTING TREES
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2 WHERE EXISTUIG TREES ARE WITHIN WOF THE
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SHALL END A MINIMUM OF 22' FROM THE TREE
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3 CONTRACTOR SHALL COORDINATE WITH THE Cf
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APPUES PRIOR TO CONSTRUCTION NEAR THE T
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N.TS CLDS4 STD DTL.012
CITY OF CHARLOTTE
TREE PROTECTION
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,KNNN FILTER FN
GENERAL NOTES,
1 Neill FILTER FABRIC BE USED WHERE SILT FENCE 5 TO REMAIN FOR A PERIOD OF
MORE THAN 30 DAYS
2 STEEL POSTS SMALL BE S' -0' N IEONT AND BE OF THE 56x- FASRNER ANGLE STEEL
TYPE
3. TURN SILT FENCE UP SLOPE AT ENDS
A ORANGE SAFETY FORCE 6 REQUIRED AT BACK OF SILT FENCE WHEN GRADING 5
ADIACENT TO SWIM BUFFERS. STREAMS OR WERANDS (REFER TO S1MW BUFFER
GUIDEl1NESj. THE COLOR ORANGE 6 RESERVED FOR VISUAL IDEN11F1GTION OF
ENVIRONMENTALLY SENSTME AREAS
S DRAINAGE AREA CAN NOT BE GREATER THAN 1/4 ACRE PER 1010 R OF FENCE
6 SLOPE LENGTHS CAN NOT EXCEED CBTERM SHORN N TAME 662A HOKIN CAROLINA
EROSION AND SEDRFENT CONTROL PIAIMNG AND DESIGN MAMMAL.
7 DO NOT MTALL SEDIMENT FENCE ACROSS S1REY6. DITCHES. WATERWAYS OR OTHER
AREAS OF CONCENTRATED FLOW
Srm POST
L FABIpC
b
uuurxuAUCF Nnm
1 FILTER BARRIERS SMALL BE INSPECTED By THE FINANCIALLY RESPONSIBLE PARTY
OR 114 AGENT IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST ONLY DURING
PROLONGED RNNFALL ANY REPAIRS NEEDED SHALL BE MADE IMMEDIATELY
G SHOULD THE FABRIC DEDOYPOSE OR BECOME INEFFECTIVE PRIOR TO THE END
OF THE EXPECTED USABLE LIFE AND THE BARRIER STIL 5 NECESSARY, THE
FABRIC WU BE REPLACED PROMPTLY
3 SEDIMENT DEPOSITS SHOULD BE REMOVED WHEN DEP)SIS REACH APPROX. HALF
THE NDCW OF THE BARRIER ANY SEDIMENT DEPOSITS REMAKING N PLACE
AFTER THE SILT FENCE 5 REMOVED SHALL 11E DRESSED TO CONFORM 10 THE
EXISTING GRADE. PREPARED AND SEEDED
CITY OF CHARLOTTE LAND DEYELOPUNT STANDARDS TEMPORARY SILT F E N C E
�Qqb
Lmujm E INCUIDIN CBA810TfE E7J 30 O6A 4
GENERAL NOTES.
1 UNIFORMLY GRADE A SHALLOW
DEPRESSION APPROACHING THE
INLET
2 DRIVE 5 -FOOT STEEL POSTS 2
FEET INTO THE GROUND
SURROUNDING THE INLET SPACE
POSTS EVENLY AROUND THE
PERIMETER OF THE INLET, A
MAXIMUM OF A FEET APART
3 SURROUND THE POSTS WITH WIRE
MESH HARDWARE CLOTH SECURE
THE WIRE MESH 70 THE STEEL
POSTS AT THE TOP, MIDDLE, AND
BOTTOH PLACING A 2 -FORT FLAP
OF THE WIRE MESH UNDER THE
GRAVEL FOR ANCHORING IS
RECOMMENDED
A PLACE CLEAN GRAVEL (NC DOT RS
OR 057 STONE) ON A 2-1 SLOPE
WITH A HEIGHT OF 16 INCHES
AROUND THE WIRE, AND SMOOTH TO
AN EVEN GRADE
5 ONCE THE CONTRIBUTING DRAINAGE
AREA HAS BEEN STABILIZED,
REMOVE ACCUMULATED SEDIMENT,
AND ESTABLISH FINAL GRADING
ELEVATIONS
6 COMPACT THE AREA PROPERLY AND
STABILIZED IT WITH
GROUNDCOVER
NCDOT
NCDOT /5 OR /57
WASHED STONE
iA MAX
9 -GAUGE HARDWARE
(>)' MESH OPENINGS)
2'
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1
TO
• I ��'OF� B HARDWARE CLOTH AND GRAVEL
DE WPIlEN7 STANDARDS INLET PROTECTION
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GENERAL NOTES.
1 SEDIMENT SHALL BE REMOVED AND TRAP
RESTORED TO ITS ORIGINAL DIMENSIONS
WHEN THE SEDIMENT HAS ACCUMULATED
TO 1/2 THE DESIGN DEPTH OF THE TRAP
2 REMOVED SEDIMENT SHALL BE DEPOSITED
IN A SUITABLE AREA AND IN SUCH A
MANNER THAT IT WILL NOT ERODE
S THE STRUCTURE SMALL BE INSPECTED BY
THE FINANCIALLY RESPONSIBLE PARTY OR
HIS AGENT AFTER EACH STORM EVENT
AND REPAIRS MADE AS NECESSARY
A CONSTRUCTION OPERATIONS SHALL BE CARRIED
OUT IN SUCH A MANNER THAT EROSION AND
WATER POLLUTION ARE MINIMIZED
S THE SEDIMENT TRAP SHALL BE REMOVED AND
THE AREA STABILIZED WHEN THE DRAINAGE
BASN HAS BEEN PROPERLY STABILIZED
6 ON LARGER DRAINAGE AREAS RIP RAP MAY
BE REQUIRED UNDER THE WASHED STONE
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TRAPS
HOLES
LISP SERIOUS 12 IN. CLASSIER EXCELSIOR SEATTLE.
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GROSS SECTION.
N6dT INSTALL MTTIE(6) TO A MW IN DITCI BD FLO WILL NST
iiNN��1111 MNYD M771i AID STAN DITOI SLOPES AND N EURECim.
INSTALL A MMVAN OF S IRSLOPE STAIM AND ♦ OMM OM
STAKES AT N ANTE TO ® MTTIE TO NOTICE OF DITON.
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OT
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TOP VIEW
DESIGN SETTLED T
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EROSION CONTROL NOTES
GENERAL NOTES
1 DISTURBED AREA B 7 ACRES
2 SOIL TYPES CLAYEY SILTS
SILTY CLAYS WITH ROCK FRAGMENTS
SANDY CLAYEY SILTS
SANDY SILTS
3 ALL PRACTICES SHALL BE IN ACCORDANCE WITH THE GUIDELINES, STANDARDS AND PRACTICES OF THE STATE OF
NORM CAROLINA AS SET FORTH IN THE 'EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL
A THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER INSTALLATION, MAINTENANCE AND REMOVAL OF ALL
EROSION CONTROL MEASURES AS DESIGNATED ON THESE PLANS.
5 THE EROSION COMROI PANS DEPICT EROSION CONTROL MEASURES FOR THE ENTIRE PROJECT THESE DEVICES SHALL
BE PLACED IN ACCORDANCE WITH THE CONSTRUCTION SCHEDULE OUTLINED HEREIN AS ACTUAL CONSTRUCTION WMCN
THE WORK AREA PROGRESSES REFER TO TRAFFIC CONTROL PLANS FOR DETAILED SEOUENCE OF CONSTRUCTION
6 THE EROSION CONTROL MEASURES SPECIFIED ON THESE PLANS ARE 'MENDED TO REPRESENT THE MINIMUM
REOLAREMENTS FOR THIS PROJECT ADDITIONAL TEMPORARY MEASURES AND /OR ADJUSTMENT OF THOSE SHOWN MAY BE
REOIAREO AS FIELD CONDITIONS DICTATE TEMPORARY PIPING, ADDITIONAL SEDIMENT FENCE AND /OR INCIDENTAL STONE
7 THE CONTRACTOR IS ADVISED TO EXERCISE DUE DILAZNCE AND CARE IN THE PLACEMENT OF EROSION CONTROL
MEASURES ADJACENT TO AND OR AFFECTING PRIVATE PROPERTY, MEASURES SHALL BE PLACED TO PERMIT DRIVEWAY
ACCESS AND TO PROVIDE PE TAI SAFETY AT AL TIME&
& WRING CONSTRUCTION, THE CONTRACTOR SHAL MAKE EVERY EFFORT TO DIRECT AND /OR DNERT POTENTIAL
SEDIMENT -LADEN RUNOFF TO EROSION CONTROL DEVICES IN PLACE AS LAND DISTURBING ACTMTY PROCEEDS
W EROSION CONTROL MEASURES SMALL BE INSPECTED WEEKLY AND AFTER RAIMALL EVENTS SEDIMENT SHALL BE
PERIODICALLY REMOVED AND PROPERLY DISPOSED OF AS REGUIE.D DEVICES SHALL BE MAINTAINED AND /OR REPLACED
AS NECESSARY TO ENSURE THAT THEY PERFORM AS INTENDED
10 EROSION AN CONTROL PL SHEETS ARE INTENDED FOR THE IMPLEMENTATION OF EROSION CONTROL MEASURES ONLY
REFER TO ROADWAY PLANS FOR ACTUAL DETAILS OF ROADWAY CONSTRUCTION.
11 ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABaRY AND OPERATION EVERY WEEK AND
FOLLOWING EVERT RUNOFF - PRODUCING RAINFALL ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL
PRACTICES AS DESIGNED
12 PREFABRICATION SILT FENCE IS NOT ACCEPTABLE ON THIS PROJECT STEEL POSTS SHOULD BE USED INSTEAD OF
WOODEN POSTS, BURIED OR DRIVEN TO A DO" OF TWO FEET IN THE GROUND
CONSTRUCTION SCHEDULE
1 OBTAIN PLAN APPROVAL AND OTHER APPLICABLE PERMITS AS REQUIRED
2 HOLD PRE - CONSTRUCTION CONFERENCE AS DICTATED PRIOR TO BEGINNING CONSTRK:TION
3 LAND DISTURBING ACTIVITIES CONSIST OF CONSTRUCTION OF CURB AND CURER, SIDEWALK AND PAVEMENT TRAFFIC 5
THEN SHIFTED ONTO THE NEW SECTION AND CONSTRUCTION IS COMPLETED ON THE OTHER SIDE FINAL WORK WILL
CONSIST OF PLACEMENT OF FINAL PAVEMENT LET. CONCRETE MEDIANS. ETC
THE EROSION CONTROL MEASURES TO BE OIPLEMENTED ARE N FOLLOWS
1 PLACE SEDIMENT CONTROL FENCE ALONG THE PROPOSED TOE OF FILL AT THE LOCATIONS INDICATED ON PLANS
2 PLACE 'MET PROTECTION MEASURES AS SOON AS EACH STRUCTURE 5 CONSTRUCTED TO PREVENT SEDIMENT INGRESS
TEMPORARILY DITCH OR OVERT RUNOFF TO PROTECTED LOCATIONS UNTIL ALL MEASURES ARE IN PLACE
3 SEED ALL DENUDED AREAS IN ACCOR DANCE WITH THE SEEDING SCHEDULE TEAOXNZARI GROUNDCOVER MUST BE PLACED
ON EXPOSED SLOPES WITHIN 15 WORKING DAYS OR 30 CALENDAR DAYS (WHICHEVER IS SORTER) FOLLOWING
COMPLETION OF ANY PHASE OF CARDING PERMANENT GROUNDMAR MUST BE PLACED ON ALL DISTURBED AREAS
WITHIN 15 WORKING DAYS OR 30 CALENDAR DAYS (WHICHEVER IS SNORTER) FOLLOWING COMPLETION OF CONSTRUCTION
OR DEVELOPMENT
s REMOVE TEMPORARY EROSION CONTROL DEVICES AFTER THE PROJECT HAS BEEN PERMANENTLY STABILIZED
INSPECT EROSION CONTROL DEVICES WEEKLY AND FOLLOWING RAINFALL EVENTS REMOVE SLLT AND SEDIMENT PERIODICALLY
AS REQUIRED TO KEEP DEVICES FUNCTIONING AS INTENDED
UPON STA81117ATKN REMOVE ALL TEMPORARY MEASURES AND PERMANENTLY SEED AS REOUIRED
ENERGY
DISSIPATION
STRUNG J
BASIN
NOIE
ENSURE TO ANCHOR ALL
PUMPS AND PIPES SECURELY
MAINTENANCE PLAN
1 CHECK ALL EROSION CONTROL MEASURES WEEKLY AND AFTER EACH RAINFALL
2 REMOVE SEDIMENT FROM BEHIND SEDIMENT FENCE WHEN THE ACCUMULATED MATERIAL IS 050 FEET DEEP RESET
AND /OR REPLACE FENCE AS REOUIRED THROUGHOUT CONSTRUCTION
3 SEED NEWLY GRADED AREAS AS EARLY AS POSSIBLE RESEED, AS NECESSARY ANY REMAINING OR NEWLY DISTURBED
AREAS AS WORK PROGRESSES THROUGHOUT THE ENTIRE CONSTRUCTION PERIOD
VEGETATIVE PLAN
I ALL OISTURSED AREAS WU BE STABILIZED BY PERMANENTLY VEGATATIAW WIN SEED AND MACH AS RECOMMENDED
BY THE SEEDING SCHEDULE AND SPECIFICATIONS DUE M THE RESTRAINTS ON THE LENGTH OF IYPROVEYENIS AND /OR
DURATION OF EXPOSED DISTURBED AREAS
Z TO PROMOTE A DENSE VEGETATIVE COVER IN AREAS WHERE RUNOFF CONCENTRATES OR N AREAS WHERE VEGETATION
IS HARD TO ESTABUSM, A MATTING FOR EROSION CONTROL WILL BE USED THE MATTING TO BE USED WILL BE A
NATTWG THAT CONSISTS OF 702 STRAW AND COOONVT AND BE BACKED (OR APPROYID EOUAL) THE MATTING FOR
EROSION CONTROL MARL BE CONSTRICTED AS PART OF THE PROPOSED IMPROVEYEMS AND SMALL ALSO SERVE FOR
VEGETATNE STABILIZATION PURPOSES
BYPASS PUMPING
1 INSTALL SPECIAL STILLING BASIN(S) OR STABILIZED OUTLET IF PUMPING CLEAN WATER
2 INSTALL UPSTREAM PUMP AND TEMPORARY RE)aBLE HOSE.
3 PLACE UPSTREAM IMPERVIOUS DIKE AND BEGIN PUMPING OPERATIONS FOR STREAM DIVERSION
A PLACE DOWNSTREAM IMPERVIOUS DIKE AND PUMPING APPARATUS DEWATER ENTRAPPED AREA AREA TO BE
DEM'ATERED SHALL BE EQUAL 70 ONE DAYS WORK
5 PERFORM STREAM RESTORATION WORK IN ACCORDANCE WITH THE PLANS
6 EXCAVATE ANY ACCUMULATED SILT AND DEWATER BEFORE REMOVAL OF IMPERVIOUS DIKES REMOVE IMPERVIOUS
DIKES PUMPS. AND TEMPORARY FLEXIBLE HOSE (DOWNSTREAM IMPERVIOUS DIKES FIRST)
7 ALL GRADING AND STABILIZATION MUST SS COMPLETED N ONE DAY WFMN THE PUMP AROUND AREAS BETWEEN THE
IMPERVIOUS DIKES THE IPERVOUS DOE LOCATIONS AS SHOWN ON THIS SHEET ONLY SHOW THE UPPER AND LOWER
EXTENT OF WORK FOR EACH AM STRE SEGMENT THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE LOCATION OF THE IMPERVIOUS DIKE(S) FOR EACH DAYS WORK
B REMOVE SPECIAL STRUNG BASIN(S) NO BACKFILL STABILIZE DISTURBED AREA WITH SEED AND MULCH
NOTES
1 ALL EXCAVATION SHALL BE PERFORMED IN ONLY DRY OR ISDIATED SECTIONS OF CHANNEL.
2 IMPERVIOUS DIKES ARE TO BE USED TO ISOLATE MURK FROM STREAM FLOW WHEN NECESSARY
3 ALL GRADED AREAS SMALL BE STASIUZED WITHIN 24 HOURS
s MAINTENANCE OF STREAM FLOW OPERATIONS SHALL BE INCIDENTAL TO THE WORK THIS NNCLDES POLYETHYLENE
SHEETING DIVERSION PIPES, PUMPS AND HOSES
5 PUMPS AND HOSES SHALL BE OF SUFFICIENT SIZE TO DEWATER THE WORM AREA
DISCHARGE HOSE
-f— FLOW B' YIN TEAM S FROM
STREAM BOTTOM 11 1
PUMP I I
TEMP POIYETMtENE FABRIC ON
♦2• CARP FACE (B ML THICK)
A A E ,� F— SREAII
1ST' FLOW
YIN SANDBAGS
PRDIECT TOP OF BANK STREAM BOTTOM
IMPERVIOUS DIKE INSTALL SANDBAGS IN PIPE INVERT & FABRIC WHILE PUMPING
WITH OVER FLOW PIPE AROUND DURNG CONSTRUCTION IN STREAM
SEE SECTION A -A
REMOVE SANDBAGS & FABRIC TO ALLOW FLOW THROUGH
INTAKE PIPE WHEN NOT PUMPING AROUND
SECTION A -A
WORK AREA
BYPASS PUMPING FOR CULVERT INSTALLATION
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