20041234 Ver 1_COMPLETE FILE_20040726

W A Michael F. Easley, Governor
9 William G. Kass Jr., Secretary
\O? QG North Carolina Department of Environment and Natural Resources
6 Alan M'. Klimek. 1'.E.. Dircctor
Division of Water Quality
p "C Colcen H. Sullins. Deputy Director
Division of Water Quality
September 17, 2004
DWQ# 04-1234
WETLANDS/ 401 GROUP Mecklenburg County
Mr. Jarrod Karl SEP 2 2 2004
City of Charlotte, Stormwater Services
600 East Fourth St. WATER QUALITY SECTION
Charlotte, NC 28202
Subject: East Providence Capital Improvement Project
APPROVAL of 401 Water Quality Certification with Additional Conditions
Dear Mr. Karl:
. You have our approval in accordance with the attached conditions and those included in this letter to
impact four unnamed tributaries of Six Mile Creek during the construction of the subject project in Mecklenburg
County, as described in your application received by the Division of Water Quality (DWQ) on July 26, 2004.
The following reflects the proposed impacts allowed by this certification:
Cumulative Impacts For Each Nationwide Permit
Nationwide #3:
--Perennial Channel 70 If ft
--Unimportant Intermittent Channel 90 if ft
--Pond Impact 0.004 ac
Nationwide #12:
--Perennial Channel 21 If ft
Nationwide #27:
--Perennial Channel 2155 If ft
--Important Intermittent Channel 199 If ft
--Unimportant Intermittent Channel 845 If ft
After reviewing your application, we have determined that this project is covered by Water Quality General
Certification Numbers 3374, 3376, and 3399 which can be viewed on our web site at
http://h2o.enr.state.nc.us/ncwetlands. These General Certifications allow you to use Nationwide Permits
Number 3, 12, and 27 when they are issued to you by the U.S. Army Corps of Engineers (USACOE). Please
note that you should get any other federal, state or local permits before proceeding with your project, including
those required by (but not limited to) Sediment and Erosion Control, Non-Discharge, and Water Supply
Watershed regulations.
The above noted Certifications will expire when the associated USACOE's 404 permits expire unless
otherwise specified in the General Certifications. This approval is only valid for the purpose and design that
you described in your application. If you change your project, you must notify us in writing, and you may be
required to send us a new application for a new certification. If the property is sold, the new owner must be
given a copy of the Certification and approval letter; and is thereby responsible for complying with all
conditions.
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Noe Car
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N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 276042260 (Location)
[phone] (phone), 919-733-6893 (fax), (http://h2o.enr.state.nc.us!ncwetlands)
Customer Service #: 1-877-623-6748
For this approval to be valid, you must follow the conditions listed in the attached Certification, as well as
the additional conditions listed below:
1. No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas beyond the
footprint of the impacts depicted in the Preconstruction Notification application. All construction activities,
including the design, installation, operation, and maintenance of sediment and erosion control Best
Management Practices (BMP) shall be performed so that no violations of state water quality standards,
statutes, or rules occur.
2. The design, installation, operation, and maintenance of the sediment and erosion control measures must
be such that they equal, or exceed, the requirements specified in the most recent version of the North
Carolina Sediment and Erosion Control Planning and Design Manual (the Manuao. The measures shall be
maintained on all construction sites, borrow sites, and waste pile (spoil) projects, including contractor-
owned or leased borrow pits associated with project.
3. Sediment and erosion control measures shall not be placed in wetlands or waters. However, if placement
of sediment and erosion control devices in wetlands and waters is unavoidable, the devices shall be
removed and the natural grade restored within six months of the date the Division of Land Resources has
released the project.
4. Upon completion of the project, the Applicant shall complete and return the enclosed "Certificate of
Completion" form to the 401 /Wetlands Unit of the NC Division of Water Quality. Please send photographs
upstream and downstream of each culvert site to document correct installation along with the Certificate of
Completion form.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing.
You must act within 60 days of the date that you receive this letter. To ask for a hearing, send a written
petition that conforms to Chapter 150B of the North Carolina General Statutes to the Office of Administrative
Hearings, 6714 Mail Service Center, Raleigh, N.C. 27699-6714. This certification and its conditions are final
and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act.
If you have any questions, please telephone Alan Johnson in the Mooresville Regional Office at 704-663-1699
or Cyndi Karoly in the Central Office in Raleigh at 919-733-9721.
Sincerely,
Alan W. Klimek, P.E.
AJ/aj
Attachments
cc: Corps of Engineers Asheville Regulatory Field Office
Wetlands Unit - Cyndi Karoly
Greg Antemann -Carolina Wetland Services
Central Files

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Triage Check List F I L E C D P Y
Date: Project Name:
°s?`
DWQ#: 'ld?`? ^ a3 `'I
County:
To: ? ARO Kevin Barnett ? WaRO Tom Steffens
FRO Ken-Ax
'tte ? WiRO Noelle Lutheran
O
(Z ?n an John ?' WSRO Daryl Lamb
? RRO Mike Horan
From: ?4 Telephone : (919)
The file attached is being forwarded to ypur for your evaluation.
Please call if you need assistance.
? Stream length impacted
? Stream determination
? Wetland determination and distance to blue-line surface waters on USFW topo maps
? Minimization/avoidance issues
? Buffer Rules (Meuse, Tar-Pamlico, Catawba, Randleman)
? Pond fill
? Mitigation Ratios
? Ditching
? Are the stream and or wetland mitigation sites available and viable?
eck drawings for accuracy
? Is the application consistent with pre-application meetings?
? Cumulative impact concern
Comments: A--- 6 i,,;,su.,L- GLA- r , s,-\, u%/-Nl?
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Mr. John Dorney
North Carolina Division of Water Quality
Wetlands/401 Unit
2321 Crabtree Blvd., Suite 250
Raleigh, NC 27604
Subject: Pre-Construction Notification Pursuant to
Nationwide Permit Nos. 3, 12, and 27
City of Charlotte Storm Water Services WETLANDS 1401 GROUP
East Providence Capital Improvement Project
Charlotte, North Carolina JUL. 2 6 2004
Dear Mr. Dorney:
WATER (QUALITY SECTION
City of Charlotte Storm Water Services (CSWS) is submitting a Pre-Construction
Notification pursuant to Nationwide Permit Nos. 3, 12, and 27. The East Providence
Capital Improvement Project is located in Charlotte, North Carolina, approximately 3/
mile southwest of the McKee Road - Matthews-Weddington Road intersection
(Attachment A - Figures 1 and 2). The purpose of the proposed channel improvements
and maintenance activities is to reduce flooding and erosion within the residential area.
Proposed impacts to on-site jurisdictional streams and wetlands will result from
activities associated with channel improvements, existing structure maintenance, and
utility line relocation (Attachment J - Figure 4). Channel reshaping and stabilization
activities will be permitted under Nationwide Permit (NWP) No. 27, maintenance
activities (e.g., pipe replacements) will be permitted under NWP No. 3, and sewer line
relocation activities will be permitted under NWP No. 12. Proposed"activities and
impact totals are described in the attached report. On behalf of CSWS, CWS is
submitting a Pre-Construction Notification application with attachments in accordance
with Nationwide Permit General Condition No. 13, and pursuant to Nationwide Permit
Nos. 3, 12, and 27 and Water Quality Certification Nos. 3374 and 3399
(Attachment B). Because of the anticipated environmental benefits and self-mitigating
nature of the project, no additional mitigation for impacts to jurisdictional areas is
being proposed. We are sending you seven copies of this submittal, along. with
half-size copies of the construction plans, in accordance with the notification
requirements for WQC Nos. 3374 and 3399, effective March 18, 2002 and March 28,
2003.
If you have any questions concerning this project, don't hesitate to contact me at
jkarl cr ci.charlotte.nc.us or [phone]. Thank you for your attention to this
matter.
Sincerely,
12
Jarrod J. Karl
Wetland Scientist
1
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Carolina Wetland Services
F r

Pre-Construction Notification Pursuant to
Nationwide Permit Nos. 3,12, and 27
East Providence Capital Improvement Project
Charlotte, North Carolina
Carolina Wetland Services Project No. 2004-0632
July 22, 2004
Prepared For:
Charlotte Storm Water Services
600 East Fourth Street
Charlotte, North Carolina 28202
[phone]
Prepared By:
Carolina Wetland Services, Inc.
5000 Nations Crossing Road, Suite 230
Charlotte, North Carolina 28217
[phone]
-®41234
WETLANDS/ 401 GROUP
JUL 2 6 2004
WATER (QUALITY SECTION
5000 Nations Crossing Road, Suite 230 • Charlotte, NC 28217 • [phone] Office • [phone] Fax
www.carolinawetlandservices.com
East Providence Capital Improvement Project July 22, 2004
Nationwide Permit Nos. 3,12, and 27 Protect No. 2004-0632
Table of Contents
Executive Summary ............................................................................................................................... 1
Existing Conditions ............................................................................................................................... 2
' Current Land Use ............................................................................................................................... 2
Jurisdictional Delineation .................................................................................................................. 3
Agency Correspondence ........................................................................................................................ 7
' Cultural Resources ............................................................................................................................. 7
Protected Species ............................................................................................................................... 7
Purpose and Need for the Project .......................................................................................................... 8
Avoidance and Minimization ............................................................................................................... 8
Proposed Impacts to Jurisdictional Waters .......................................................................................... 10
Compensatory Mitigation .................................................................................................................... 17
I List of Tables
t Table 1. Summary of On-Site Jurisdictional Stream Channels .............................................................3
Table 2. Summary of On-Site Jurisdictional Wetland Areas ........................................:..................... ..5
Table 3. Summary of Proposed Stream Impacts ................................................................................. 12
Table 4. Stream Impact Totals ............................................................................................................. 13
Table 5. Summary of Proposed Wetland and Pond Impacts ............................................................... 16
' List of Attachments

' Attachment A - Figure 1. USGS Site Location Map
Attachment A - Figure 2. NRCS Soil Survey .
Attachment A - Figure 3. Wetland Boundary Survey
Attachment B - Pre-Construction Notification Application - Nationwide Permit Nos. 3', 12, and 27
Attachment C - Routine On-Site Data Forms
' Attachment D - NCDWQ Stream Classification Forms
Attachment E - USAGE Stream Quality Assessment Worksheets
t Attachment F - Representative Photographs
Attachment G - Agency Correspondence
Attachment H - CSWS Customer Service Request Forms
' Attachment I =Resident Survey Forms
Attachment J - Figure 4. Proposed Impacts
Attachment K Figures 5a-d. Wetland Planting Plan
Attachment L - Figures 6a-d. Buffer Replacement Planting Plan

East Providence Capital Improvement Project July 22, 2004
Nationwide Permit Nos. 3,12, and 27 Project No. 2004-0632

' Executive Summary
' The East Providence Capital Improvement Project is located in south Charlotte, North Carolina,
approximately 3/ mile southwest of the McKee Road - Matthews-Weddington Road intersection
(Attachment A - Figures 1 and 2). The overall purpose of this project is to provide flood control
and reduce erosion by upgrading existing stormwater drainage infrastructure and improving the
dimension and profile of the on-site stream channels. Charlotte Storm Water Services (CSWS) has
contracted Carolina Wetland Services, Inc. (CWS) to provide permitting services for this project.
The results of the on-site field investigations conducted by CWS indicate that there are four
jurisdictional stream channels (Streams A-D), two jurisdictional ponds, and seven jurisdictional
wetland areas (Wetlands AA-GG) located within the project area (Attachment A - Figure 3).
These areas were reviewed during field meetings with Amanda Jones of the U.S. Army Corps of
Engineers (USACE) Asheville Field Office on April 14, 2004, and Alan Johnson of the North
Carolina Division of Water Quality (NCDWQ) Mooresville Regional Office on April 16, 2004.

In an effort to minimize impacts to jurisdictional areas, an alternatives analysis was conducted to
determine the least damaging plan for the project while still achieving the project's goals.
Proposed impacts to on-site jurisdictional streams and wetlands will result from activities
associated with channel improvements, existing structure maintenance, and utility line relocation.
Channel reshaping and stabilization activities will be permitted under Nationwide Permit (NWT)
No. 27, maintenance activities (e.g., pipe replacements) will be permitted under NWP No. 3, and
' sewer line relocation activities will be permitted under NWP No. 12.
Impacts to Important (i.e., Perennial and Important Intermittent) stream channels under NWP
No. 27 will include 2,333 linear feet (4,666 bank feet) of channel reshaping and 20 linear feet of
in-stream structure installation. Unimportant Intermittent channel impacts under NWP No. 27
will consist of 0.073 acre (845 linear feet / 1,690 bank feet) of channel reshaping. All channel
improvements will be stabilized using soft stabilization techniques. CSWS is proposing to
replant vegetated buffers along Stream C south of East Providence Drive located within the
drainage easement that are temporarily cleared of vegetation during construction of the project
(Attachment L - Figures 6a-d). Wetland impacts under NWP No. 27 will total approximately
' 0.297 acre of permanent impacts and 0.360 acre of temporary impacts.
Impacts to Perennial stream channels under NWP No. 3 will include 34 linear feet of pipe
extensions and installing 36 linear feet of rip rap to protect the proposed pipe structures.
However, approximately 58 linear feet of RCP will be replaced with a bottomless arch culvert
and approximately 51 linear feet of existing rip rap will be removed within Perennial Stream C.
' Activities under NWP No. 3 will result in a net gain of natural Perennial channel. Impacts to
0.004 acre of Pond A resulting from inlet and outlet pipe replacements are also designed to be
permitted under NWP No. 3.
' Impacts under NWP No. 12 will total 21 linear feet of Perennial Stream C for a proposed sewer
line crossing and 0.049 acre of temporary impacts to Wetland EE for vegetative clearing. Any
wetland areas temporarily cleared for utility line installation will be re-vegetated with native
herbaceous wetland plugs and seed mix followin
construction (Attachment L - Fi
ure 6d)
g
g
.
Figure 4 (Attachment J) illustrates the approximate locations and construction plan sheet numbers
for the proposed impacts. A complete set of half-size construction plans (Scale: 1" = 40') prepared
by Armstrong Glen, P.C. are also included with this submittal. On behalf of CSWS, CWS is
submitting a Pre-Construction Notification (PCN) application with attachments in accordance
with Nationwide Permit Nos. 3, 12, and 27 and Water Quality Certification (WQC) Nos. 3374
and 3399 (Attachment B). Because of the anticipated environmental benefits and self-mitigating
nature of the project, no additional mitigation for impacts to jurisdictional areas is being
t proposed.
1
East Providence Capital Improvement Project July 22, 2004
Nationwide Permit Nos. 3,12, and 27 Project No. 20040632

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Existing Conditions
The East Providence Capital Improvement Project is located in south Charlotte, North Carolina,
approximately % mile southwest of the McKee Road - Matthews-Weddington Road intersection
(Attachment A - Figures 1 and 2). The overall purpose of this project is to provide flood control
and reduce erosion by upgrading existing storm water drainage infrastructure and restoring the
on-site stream channels. Charlotte Storm Water Services (CSWS) has contracted Carolina Wetland
Services, Inc. (CWS) to provide permitting services for this project. The following sections
describe the existing conditions of the project area.
Current Land Use
The current land use for the project area and surrounding areas is residential, and is generally
comprised of maintained lawns and small wooded areas. Dominant canopy vegetation includes red
cedar (Junipenis virginiana), red maple (Acer nibnm), loblolly pine (Pinus taeda), sweetgum
(Liquidambar styraciflua), northern red oak (Quercus nibra), post oak (Quercus stellata), white
oak (Quercus alba), willow oak (Quercus phellos), tag alder (Alnus sernclata), ironwood
(Carpinus caroliniana), black willow (Salix nigra), and black gum (Nyssa sylvatica). Dominant
understory vegetation includes common blackberry (Rubes argutus), Chinese privet
(Ligustnim sinense), catbriar (Smilax rotundifolia), Japanese honeysuckle (Lonicera japonica),
English ivy (Hedera helix), grape ('Vitis rotundifolia), broomsedge (Andropogon virginicus), bushy
bluestem (Andropogon glomeratus), soft rush (Juncus effusus), river cane (Anmdinaria gigantea),
seedbox (Ludwigia alternifolia), and various sedges (Carex spp.).
According to the Soil Survey of Mecklenburg County' (Attachment A - Figure 2), on-site soils
consist of Cecil sandy clay loam, 2 to 8 percent slopes, eroded (CeB2), Cecil sandy clay loam, 8 to
15 percent slopes, eroded (CeD2), Helena sandy loam, 2 to 8 percent slopes (HeB), and Appling
sandy loam, 8 to 15 percent slopes (ApD). Approximately half of the project area consists of CeB2
and CeD2 soils. The undisturbed Cecil soils are well drained and exhibit moderate permeability
and medium water capacity. Helena soils are generally located along the site's major drainage.
features. This soil type exhibits slow permeability, low water capacity, and medium surface runoff.
Helena soils are also moderately well drained and are listed as having inclusions of hydric soils in
Mecklenburg County.Z Several small areas comprised of Appling soils are located in the northern
portion of the project area. This soil type is well drained and exhibits moderate permeability.
'United States Department of Agriculture (USDA), 1980. Soil Survey of Mecklenburg, County, North Carolina.
'- USDA, 1996. North Carolina Hydric Soils List.
2
East Providence Capital Improvement Project July 22, 2004
Nationwide Permit Nos. 3,12, and 27 Project No. 2004-0632

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Jurisdictional Delineation
On August 1-5, 2002, August 29, 2003, and March 17, 2004, CWS's Gregg Antemann, Isaac
Hinson, Andrea Hughes, and Ron Johnson delineated on-site jurisdictional waters of the U.S.''
within the project area. Jurisdictional areas were delineated on site 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 Manual.' Routine On-Site Data Forms representative of
Wetlands AA-GG and non jurisdictional upland areas have been included as Attachment C.
Jurisdictional waters of the U.S. were classified according to recent North Carolina Division of
Water Quality (NCDWQ)' and USACE guidance. NCDWQ Stream Classification and USACE
Stream Quality Assessment Worksheets representative of Streams A-D have been included as
Attachments D and E. CSWS's Jarrod Karl and CWS's Gregg Antemann met on-site with Amanda
Jones of the USACE Asheville Field Office on April 14, 2004, and Alan Johnson of the NCDWQ
Mooresville Regional Office on April 16, 2004. These pre-application meetings were scheduled to
review the delineation of on-site jurisdictional areas and to discuss permitting options for the
proposed project.
The results of the on-site field investigations conducted by CWS indicate that there are four
jurisdictional stream channels (Streams A-D), two jurisdictional ponds, and seven jurisdictional
wetland areas (Wetlands AA-GG) located within the project area (Attachment A - Figure 3).
On-Site stream channels are unnamed tributaries to Simile Creek, which is part of the Catawba
River basin (HU# 03050103)6 and is classified as "Class C" waters by the NCDWQ. On-Site
jurisdictional areas are summarized in Tables 1 and 2.
Table 1. Summary of On-Site Jurisdictional Stream Channels
Jurisdictional
Area Classification Approximate
Length (If) Approximate
Acreage (ac.) NCDWQ
Score USACE
Score
Stream A Important Intermittent 2101f -- 24.5 45
Stream A Unimportant Intermittent 895 if 0.072 ac. 20 47
Stream A Perennial 590 if -- 28 53
Stream B Unimportant Intermittent 8561f 0.059 ac. 20 49
Stream C Perennial (upstream) 800 if -- 32 62
Stream C Perennial (downstream) 1,5501f -- 43 58
Stream D Unimportant Intermittent 100 if 0.003 ac. 16.5 36
Total 5,001 if 0.134 ac. -- --
s "Jurisdictional waters of the U.S." includes essentially all surface waters such as: all navigable waters and their tributaries, all
interstate waters and their tributaries, all wetlands adjacent to these waters, and all impoundments of these waters.
4 Environmental Laboratory, 1987 "Corps of Engineers Wetlands Delineation Manual," Technical Report Y-87-1, US Army
Engineer Waterways Experiment Station, Vicksburg, Mississippi.
'North Carolina Division of Water Quality Stream, 1999. Classification Method. Version 2.0.
"HUN' is the Hydrologic Unit Code. U.S. Geological Survey, 1974. Hydrologic Unit Map, State of North Carolina.
3.
East Providence Capital Improvement Project July 22, 2004
Nationwide Permit Nos. 3,12, and 27 Project No. 2004-0632

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Approximately 210 linear feet of the upstream portion of Stream A was evaluated to be Important
Intermittent. This segment begins at the northeastern project boundary behind 2309 East
Providence Drive (Tax Parcel ID #23106217). Important Intermittent Stream A has a two-foot
ordinary high water (OHW) width, channel substrate consisting of coarse sand, and moderate
sinuosity (Attachments D and E - SCP1). Persistent pools were present on the day of the field
investigation. This portion of Stream A scored 24.5 out of a possible 71 points on the NCDWQ
Stream Classification Form and 45 out of a possible 100 points on the USACE Stream Quality
Assessment Worksheet. A photograph of Important Intermittent Stream A is included as
Attachment F - Photograph A.
Approximately 895 linear feet of Stream A was evaluated to be Unimportant Intermittent. This
portion of Stream A has been heavily impacted by the construction of homes adjacent to the
channel. The Unimportant Intermittent segment of Stream A lacks riffle-pool sequences, stable
streambanks, and flow (Attachments D and E - SCP2). There was a strong presence of alluvial
deposits in the channel. This portion of Stream A scored 20 out of a possible 71 points on the
NCDWQ Stream Classification Form and 47 out of a possible 100 points on the USACE Stream
Quality Assessment Worksheet.
Approximately 590 linear feet of Stream A was evaluated to be Perennial. This. portion begins at a
pipe under Davis Drive and continues until the confluence of Stream A and Stream C. This channel
has an average ordinary high water width of three feet and had persistent pools containing tadpoles
and small fish (Attachments D and E - SCP4). Perennial Stream A exhibited moderate sinuosity, a
continuous bed and bank, and a strong presence of alluvial deposits. This portion of Stream A
scored 28 out of a possible 71 points on the NCDWQ Stream Classification Form and 53 out of a
possible 100 points on the USACE Stream Quality Assessment Worksheet.
Approximately 856 linear feet of Stream B was evaluated to be Unimportant Intermittent. This
segment begins at a pipe under the driveway at 2410 East Providence Drive (Tax Parcel ID
#23106111) and continues until its confluence with Stream A in a potential wetland area south of
Allenwood Road. This portion of Stream B exhibited weak sinuosity and strong channel braiding
(Attachments D and E - SCP3). Unimportant Intermittent Stream B lacked a continuous bed and
bank and had a strong presence of alluvial deposits present in its streambed. This channel scored
20 out of a possible 71 points on the NCDWQ Stream Classification Form and 49 out of a possible
100 points on the USACE Stream Quality Assessment Worksheet. A photograph of Unimportant
Intermittent Stream B has been included as Attachment F - Photograph B.
4
East Providence Capital Improvement Project July 22, 2004
Nationwide Permit Nos. 3,12, and 27 Project No. 2004-0632

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Stream C begins along the northern project boundary behind a house at 1933 East Providence Drive
(Tax Parcel ID #23106207) and continues for approximately 2,350 linear feet to a pond (Pond B) at
the southeastern boundary. All of Stream C was evaluated to be Perennial. The upstream portions
of Stream C (north of Davis Drive) had moderate riffle-pool sequences, strong sinuosity, and
persistent pools. Fish, crayfish, frogs, and tadpoles were observed in the pools. This portion of
Perennial Stream C scored 32 out of a possible 71 points on the NCDWQ Stream Classification
Form and 62 out of a possible 100 points on the USACE Stream Quality Assessment Worksheet
(Attachments D and E - SCP6). The downstream portion of Perennial Stream C had a strong
bankfull bench, moderate sinuosity, and strong groundwater flow. A riparian canopy and
hydrophytic vegetation were also present. The. downstream portion of Stream C becomes
especially wide upstream of a rock check dam located at the confluence of Stream C with Pond B.
This portion of Stream C scored 43 out of 71 possible points on the NCDWQ Stream Classification
Form and 58 out of a possible 100 points on the USACE Stream Quality Assessment Worksheet
(Attachments D and E - SCP5).
Stream D begins along the west project boundary and continues for approximately 100 linear feet
until its confluence with Stream C. Stream D was classified as Unimportant Intermittent. This
channel lacked riffle-pool sequences, sinuosity, and groundwater flow. Rooted plants were present
in the streambed and the substrate was only weakly different from the surround terrain. Stream D
scored 16.5 out of a possible 71 points on the NCDWQ Stream Classification Form and 36 out of a
possible 100 points on the USACE Stream Quality Assessment Worksheet
(Attachment D and E - SCP7).
Table 2. Summarv of On-Site Jurisdictional Wetland Areas
.Jurisdictional
area
Approximate Acreage
Wetland AA 0.05 ac.
Wetland BB 0.32 ac.
Wetland CC 0.36 ac.
Wetland DD 0.49 ac.
Wetland EE 0.33 ac.
Wetland FF 0.33 ac.
Wetland GG 0.15 ac.
Total 2.03 ac.
Wetland AA is located in the southeastern corner of the project area at the head of Unimportant
Intermittent Stream A and is approximately 0.05 acre in size (Attachment A - Figure 3). Dominant
vegetation includes soft rush, tag alder, sweetgum, seedbox, red maple, and Chinese privet. This
5
East Providence Capital Improvement Project July 22, 2004
Nationwide Permit Nos. 3,12, and 27 Project No. 20040632
'
area exhibited low chroma soils (IOYR 3/1), as well as drift lines, drainage patterns, and soil
saturation within the upper 12 inches of the soil surface. A Routine On-Site Data Form
representative of Wetland AA has been included as Attachment C - DP7.
'
Wetland BB is located in the southeastern corner of the ro ertat the confluence of Unimportant
Intermittent Streams A and B (Attachment A - Figure 3). This wetland is approximately 0.32 acre
in size and exhibits dominant vegetation consisting of sweetgum, tag alder, seedbox, soft rush,

' various sedges, bushy blue stem, and Chinese privet. Wetland BB also exhibited drainage patterns,
inundation, and saturation within the upper 12 inches of the soil profile (Attachment C - DP6). A
photograph of Wetland BB has been included as Attachment F - Photograph C.

Wetland CC is located in the western portion of the site along Perennial Stream A and is
' approximately 0.36 acre in size (Attachment A - Figure 3). Dominant vegetation within these areas
includes soft rush, tag alder, sweetgum, red maple, seedbox, catbriar, and Chinese privet. This area
' exhibited low chroma soils (5Y 511), as well as inundation and soil saturation within the upper 12
inches of the soil surface. A Routine On-Site Data Form for Wetland CC has been included as
Attachment C - DP4.
Wetland DD is located along Perennial Stream C in the western portion of the site and is
approximately 0.49 acre in size (Attachment A - Figure 3). Dominant vegetation within this area
includes tag alder, ironwood, black willow, sweetgum, Chinese privet, catbriar, soft rush, river
cane, and common blackberry. Wetland DD exhibited low chroma soils (2.5Y 4/2) with many
distinct mottles (IOYR 4/6). This wetland also exhibited sediment deposits, drainage patterns, and
soil saturation within the upper 12 inches of the soil profile. A Routine On-Site Data Form
representative of Wetland DD has been included as Attachment C - DP9.

Wetland EE is an herbaceous wetland located in the northern corner of the site and is approximately
' 0.33 acre in size (Attachment A - Figure 3). Wetland EE is contiguous with Perennial Stream C.
Dominant vegetation includes silky dogwood, tag alder, river cane, bushy blue stem, soft rush, and
seedbox. Wetland EE exhibited low chroma soils (2.5Y 511) with many distinct mottles
(1 OYR 4/6), as well as, inundation and soil saturation within the upper 12 inches of the soil surface.
A Routine On-Site Data Form representative of Wetland EE has been included as
' Attachment C - DP3.
' Wetland FF is a forested wetland located in the northern corner of the site and is approximately
033 acre in size (Attachment A - Figure 3). Wetland FF is contiguous with Perennial Stream C.
6
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East Providence Capital Improvement Project July 22, 2004
Nationwide Permit Nos. 3,12, and 27 - Project No. 2004-0632
Dominant.vegetation includes willow oak, tag alder, river cane, red maple, Chinese privet, and
catbriar. Wetland FF exhibited low chroma soils (2.5Y 4/2) with many distinct mottles (IOYR 4/6),
as well as, inundation and soil saturation within the upper 12 inches of the soil surface. A Routine
On-Site Data Form representative of Wetland FF has been included as Attachment C - DP 1. A
photograph of Wetland FF has been included as Attachment F - Photograph D.
Wetland GG is located in the southeast corner of the site at the head of Unimportant Intermittent
Stream B (Attachment A - Figure 3). Dominant vegetation includes sweetgum, red maple, willow
oak, black gum, catbriar, and soft rush. This wetland exhibited low chroma soils
-(10YR 3/1 and 5Y 511), inundation, and soil saturation within the upper twelve inches of the soil
profile. A Routine On-Site Data Form representative of Wetland GG has been included as
Attachment C - DP 10.
There are two jurisdictional ponds on site: Ponds A and B. Pond A is approximately 0.24 acre in
size and is located at the corner of Davis Drive and Allenwood Road. Pond B is located on
Stream C in the center of the property at 3224 Allenwood Road (Tax Parcel ID #23105202).
Pond B is approximately 0.52 acre in size. On-Site ponds were determined to be jurisdictional due
to surface water connections to jurisdictional waters of the U.S. Both ponds appear to have been
formed by damming a jurisdictional channel.
Agency Correspondence
Cultural Resources
A letter was forwarded to the State Historic Preservation Office (SHPO) on May 12, 2004, to
determine the presence of any areas of architectural, historic, or archaeological significance that
would be affected by the project. In a letter dated June 2, 2004, SHPO responded that "[They]
have conducted a review of the proposed undertaking and are aware of no historic resources
which would be affected by the project" (Attachment G).
Protected Species
A letter was forwarded to the North Carolina Natural Heritage Program (NCNHP) to determine
the presence of any federally-listed species or critical habitat located within the project area. In a
letter dated June 13, 2001, NCNHP responded that "[They have] no record of rare species,
significant natural communities, or priority natural areas at the site nor within a mile of the site"
(Attachment G).
7
East Providence Capital Improvement Project July 22, 2004
Nationwide Permit Nos. 3, 12, and 27 Protect No. 2004-0632
Purpose an Need for the Project
'
The East Providence Capital Improvement Project is intended to upgrade the area's existing
b
' storm water drainage infrastructure. The City of Charlotte and CSWS have received numerous
complaints regarding drainage problems from residents living in the project area. Complaints for
flooding and erosion in the project area have been documented through the 336-RAIN Customer
r Service System. As part of this project, survey forms were distributed to residents of the study
area requesting their comments on the storm drainage system. The responses received indicated
' several areas where crawlspace, street, and yard flooding are a problem. In addition, several of
the survey forms have indicated channel blockages and erosion problems throughout the study
' area. CSWS Customer Service Request Forms and Resident Survey Forms have been included
as Attachments H and I. The purpose of the proposed channel improvements and maintenance
' activities is to reduce flooding and erosion within the residential area. Several of the existing
culverts and pipe systems will also be upgraded or replaced to bring the storm drainage system to
current City standards.
Avoidance and Minimization
An Alternatives Analysis was performed to determine the least damaging environmental
alternative that meets the primary goals of the project. Alternative strategies considered for this
project include the following:
1. No-build alternative
This alternative fails to address any of the complaints of local residents. Failure to address these
complaints would result in continued flooding, erosion, loss of property, and degradation of
water quality.
2. Culvert replacements/upgrades only
This alternative would help to partially alleviate flooding, but channel reshaping and
stabilization activities are necessary to carry the 10-year, storm flow and address problems
associated with on-site erosion, loss of property, and water quality degradation. Upgrading
culverts without increasing channel capacity would exacerbate erosion problems and degrade
water quality.

i
East Providence Capital Improvement Project July 22, 2004
Nationwide Permit Nos. 3 ,12, and 27 Project No. 2004-0632

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3. Channel improvements only
This alternative would provide the desired level of stabilization and some flood attenuation, but
would not provide the necessary flow capacity to protect existing roads, houses, and other
structures from flooding during storm events.
4. Preferred Alternative, Culvert replacements and Channel Improvements
Under the preferred alternative, proposed impacts to Jurisdictional Waters of the U.S.
(Attachment J and Construction Plans) have been minimized to the maximum extent practicable.
The majority of activities within on-site stream channels will consist of dimension and profile
improvements,- which are intended to increase channel capacity and reduce erosion. When
planning the proposed channel improvements, every attempt was made to incorporate natural
channel design techniques throughout the project. During the existing conditions investigation
of the site, Rosgen Level 2 Stream Classifications were performed for several on-site channel
segments. The results of this study indicate that Perennial Stream A is a B5c stream type, and
that Perennial Stream C is a G5 stream type grading into a G4 stream type. This data was used
to provide guidance for implementing Rosgen natural channel design techniques on several on-
site channel segments. These results indicate that both evaluated stream channels have high
bank height ratios and relatively low entrenchment ratios. Therefore, these channels would
benefit from channel reshaping in the form of floodplain benches or widening. The results of the
existing conditions study also showed high bank erosion potential through analysis using the
Bank Erodibility Hazard Index (BEHI). Because of limitations associated with adjacent
residences and utility conflicts, Priority 1 restoration is not feasible for this project. Therefore, a
modified natural channel design was developed to accomplish the project's goals.
Proposed natural channel design techniques include the installation of an in-stream structure, live
stakes, and floodplain benches. Plan views and longitudinal profiles for the proposed channel
improvements are illustrated in Sheets 2-20 of the attached Construction Plans. Typical channel
cross sections are illustrated in Sheet XS-1 of the Construction Plans. To minimize impacts to
jurisdictional areas, proposed reshaped channel segments will be stabilized using soft
stabilization techniques (i.e., erosion control matting). CSWS is also proposing to replant
vegetated buffers along Stream C south of East Providence Drive that are temporarily cleared of
vegetation during construction of the project. The proposed Buffer Replacement Planting Plan is
included as Attachment L - Figures 6a-d. A Wetland Planting Plan has also been developed to
re-vegetate wetland areas post construction (Attachment K - Figures 5a-d). In addition, the
9
East Providence Capital Improvement Project July 22, 2004
Nationwide Permit Nos. 3,12, and 27 Project No. 2004-0632
installation of an in-stream structure (i.e., cross vane) and floodplain benches within Perennial
Stream C is intended to enhance stream habitat, stability, and capacity.
This project also proposes the removal an existing 36-foot rip rap apron from Perennial Stream C
at the culvert outlet of the Allenwood Road stream crossing (Construction Plans - Sheet No. 3),
an existing 10-foot rip rap apron from Perennial Stream C at the culvert inlet of the Davis Drive
stream crossing (Construction Plans - Sheet No. 6), and an existing 5-foot rip rap apron from
Perennial Stream C at the culvert outlet of the East Providence Drive stream crossing
(Construction Plans - Sheet No. 7). In addition, one of the proposed culvert replacements
specifies replacing an existing 58 linear-foot 36-inch Reinforced Concrete Pipe (RCP) with a 52
linear-foot 16' by 7' bottomless arch culvert (Construction Plans - Sheet No. 6). The proposed
culvert will completely span the bed and banks of Perennial Stream C and will result in a net
increase of 58 linear feet of Perennial stream channel.
To further decrease impacts to on-site jurisdictional areas, activities within jurisdictional areas
were eliminated for three properties within the project area. By eliminating activities within
jurisdictional areas at 2309 East Providence Drive, approximately 0.017 acre
(731 square feet) of Wetland AA and 102 linear feet (204 bf) of Important Intermittent Stream A
have been avoided. In addition, by eliminating channel reshaping activities at 4107 and 4117
Davis Drive, approximately 0.026 acre (229 if / 456 bf) of impacts to Unimportant Intermittent
Stream B have been avoided.
Finally, proper sediment and erosion control measures, including the installation of temporary
rock silt screens and rock check dams, will be implemented throughout the project area. The
selected design is intended to be the least damaging alternative that enhances existing natural
resources and achieves the goals of the project.
Proposed Impacts to jurisdictional Waters
Proposed impacts to on-site jurisdictional streams and wetlands will result from activities
associated with channel improvements, existing structure maintenance, and utility line relocation
(Attachment J - Figure 4). Channel reshaping and stabilization activities will be permitted under
Nationwide Permit (NWP) No. 27, maintenance activities (e.g., pipe replacements) will be
permitted under NWP No. 3, and sewer line relocation activities will be permitted under
NWP No. 12.
10
East Providence Capital Improvement Project July 22, 2004
Nationwide Permit Nos. 3, 12, and 27 Project No. 2004-0632
Nationwide Permit No. 27
Impacts to Important (i.e. Perennial and Important Intermittent) stream channels under NWT No.
27 will include 2,333 linear feet (4,666 bank feet) of channel reshaping and installation of a 20
linear-foot in-stream structure. Unimportant Intermittent channel impacts under NWP No. 27
will consist of 0.073 acre (845 if / 1,690 bf) of channel reshaping. All channel improvements
will be stabilized using soft stabilization techniques (i.e., erosion control matting). CSWS is also
proposing to replant vegetated buffers along Perennial Stream C south of East Providence Drive
located within the drainage easement that are temporarily cleared of vegetation during
construction of the project (Attachment L - Figures 6a-d). Wetland impacts under NWP No. 27
will total approximately 0.297 acre of permanent impacts and 0.360 acre of temporary impacts.
Temporary impacts to jurisdictional wetlands will consist of clearing vegetation to provide
access to proposed channel improvement areas. Cleared areas within jurisdictional wetlands will
be. restored to the original grades and be replanted with native species following construction of
the project. Please see Figures 5a-d (Attachment K) for the proposed Wetland Planting Plan.
Nationwide Permit No. 3
Impacts to Perennial stream channels under NWP No. 3 will include 34 linear feet of pipe
extensions and installing 36 linear feet of rip rap to protect the proposed pipe structures.
However, approximately 58 linear feet of RCP will be replaced with a bottomless arch culvert
and approximately 51 linear feet of existing rip rap will be removed within Perennial Stream C
Activities under NWP No. 3 will result in a net gain of natural Perennial channel. All culverts
will be buried one foot below the bed elevation in accordance with the Regional Condition for
NWP No. 3. Impacts to 0.004 acre of Pond A resulting from inlet and outlet pipe replacements
are also proposed to be permitted under NWP No. 3.
Nationwide Permit No. 12
Impacts under NWP No. 12 will total 21 linear feet of Perennial Stream C for a proposed sewer
line crossing and 0.049 acre of temporary impacts to Wetland EE for vegetative clearing. Any
wetland areas temporarily cleared for utility line installation will be restored to original grades
and re-vegetated with a native herbaceous wetland seed mix following construction
(Attachment L - Figure 6d). The majority of impacts within Wetland EE are located within the
existing sanitary sewer right-of-way.
Figure 4 (Attachment J) illustrates the approximate locations and construction plan sheet numbers
for the proposed impacts. A complete set of half-size construction plans (Scale: 1" = 40') prepared
by Armstrong Glen, P.C. are also included with this submittal. On behalf of CSWS, CWS is
D?
.e
11

East Providence Capital Improvement Project July 22, 2004
' Nationwide Permit Nos. 3, 12, and 27 Project No. 2004-0632
submitting a Pre-Construction Notification (PCN) application with attachments in accordance
with Nationwide Permit Nos. 3, 12, and 27 and Water Quality Certification (WQC) Nos. 337/4
and 3399 (Attachment B). Proposed impacts to jurisdictional areas are summarized in Tables 3-5.
Table 3. Summarv of Prnnnsed Ctream Tmnarte
I
Proposed Impacts- \atiolmide P1.11) "'bout
Jurisdictional ?rca \cti? its i, in?lll M - h tTi?: tPermit
Unimportant
Intermittent Stream A Pipe extension (East Providence Dr. -
downstream) 0.001 acre (5 If) 3 11
Unimportant
Intermittent Stream A
Channel reshaping w/ soft stabilization
0.034 acre (3671f / 734 bf)
27
10 and 11
Unimportant
Intermittent Stream A Channel reshaping w/ soft stabilization 0.005 acre (571f / 114 bf) 27 9
Unimportant
Intermittent Stream A Pipe extension (Allenwood Rd. - upstream) 0.001 acre (4 If) 3 9
Important Intermittent
Stream A Channel reshaping w/ soft stabilization 199 If (398 bf) 27 11
Perennial Stream A Pipe extension (Davis Dr. - downstream) 4 if 3 9
Perennial Stream A Rip rap apron at pipe outfall 36 if 3 EC-2
Perennial Stream A Channel reshaping w/ soft stabilization 113 if (226 bf) 27 9
Perennial Stream A Pipe extension (dirt drive- upstream) 5 if 3 8
Perennial Stream A Pipe extension (dirt drive - downstream) 3 if 3 8
Perennial Stream A Channel reshaping w/ soft stabilization 57 If (114 bf) 27 8
Perennial Stream A Channel reshaping w/ soft stabilization 33 if (66 bf) 27 4
Unimportant
Intermittent Stream B Channel reshaping w/ soft stabilization 0.002 acre (18 If / 36 bf) 27 13
Unimportant
Intermittent Stream B Pipe extension (East Providence Dr. -
upstream) 0.001 acre (7 If) 3 13
Unimportant
Intermittent Stream B Pipe extension (East Providence Dr. -
downstream) 0.007 acre (59 If) 3 13
Unimportant
Intermittent Stream B Rip rap apron at pipe outfall 0.002 acre (15 If) 3 EC-4
Unimportant
Intermittent Stream B Channel reshaping w/ soft stabilization 0.029 acre (257 If / 514 bf) 27 12 and 13
Perennial Stream C Channel reshaping w/ soft stabilization 38 If (76 bf) 27 14
Perennial Stream C Pipe extension (East Providence Dr. -
upstream) 2 if 3 14
Perennial Stream C Pipe extension (East Providence Dr. -
downstream) 2 if 3 14
Perennial Stream C Utility line crossing 21 If 12 7, 14, and U1
Perennial Stream C Channel reshaping w/ soft stabilization 263 if (526 bf) 27 7
Perennial Stream C Channel reshaping w/ soft stabilization 135 If (270 bf) 27 6
Perennial Stream C Channel reshaping w/ soft stabilization 9941f (1,988 bf) 27 4, 5, and 6
Perennial Stream C Cross vane installation 20 If 27 5
Perennial Stream C Channel reshaping w/ soft stabilization 151 if (302 bf) 27 3
Perennial Stream C Pipe extension (Allenwood Rd. - upstream) 16 if 3 3
Perennial Stream C Channel reshaping w/ soft stabilization 350 If (700 bf) 27 2 and 3
Unimportant
Intermittent Stream D Channel reshaping w/ soft stabilization 0.003 acre (146 If / 292 bf) 27 5
' ' Area of Unimportant Intermittent channel impacts was determined by multiplying the linear feet of impacts by the average bankfull
width.
12
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East Providence Capital Improvement Project July 22, 2004
Nationwide Permit Nos. 3, 12, and 27 Project No. 2004-0632
Table 4. Stream Impact Totals
\\\ P \o. 3 A?\ P 12 \?\ P \o. 27
iIn Pacts

S(r
n
1111pacts Impacts
- --
cm
it list ?r icc!
? Classification ? '
l lt?t,:? fret .1 - linear Iect hip- with tee
-
Kip rap Pipe 1, lility Line
' Channel In-Stre:nn
rossi11' Rrsttapinr_ Structures
Unimportant 0.002 acre 0.008 acre 0.073 acre
Intermittent (15 If) (75 If) (845 If/ 1,690 bf)
Important
Intermittent -- '- -- 199 If (398 bf) --
361f 341f

Perennial - Sllf -581f 211f 2,1341f
(4,268 bf) 201f
removed replaced
Totals 0 if and 0 if and 21 if 2,333 if (4,666 bf) 20 if
0.002 acre 0.008 acre and 0.073 acre
Stream A - Unimportant Intermittent
Impacts to Unimportant Intermittent Stream A will result from channel reshaping and pipe
replacement activities. Approximately 0.039 acre (4241f / 848 bf) of Unimportant Intermittent
Stream A will be reshaped to restore channel dimension and profile (Construction Plans - Sheet
Nos. 9-11). The banks will be laid back to a 2:1 slope and will be stabilized using erosion control
matting (Construction Plans - Sheet EC-4). Additional impacts within Unimportant Intermittent
Stream A totaling 0.001 acre (91f) will result from two culvert replacements. The downstream
portion of the East Providence Drive crossing will be extended by 5 linear feet (Construction Plans
- Sheet No. 11) and the upstream portion of the Allenwood Road crossing will be extended by 4
linear feet (Construction Plans - Sheet No. 9).
Stream A Important Intermittent
Impacts to Important Intermittent Stream A will result from channel reshaping activities.
Approximately 199 linear, feet (398 bank feet) of Important Intermittent Stream A will be reshaped
to restore channel dimension and profile (Construction Plans - Sheet No. 11). The banks will be
laid back to a 2:1 slope and will be stabilized using erosion control matting (Construction Plans -
Sheet EC-4).
Stream A -Perennial
Impacts to Perennial Stream A will result from channel reshaping and pipe replacement activities.
Approximately 33 linear feet (66 bank feet) of channel located upstream of the confluence with
Perennial Stream C, 57 linear feet (114 bank feet) of channel located downstream of the dirt drive
culvert, and 113 linear feet (226 bank feet) of channel located downstream of the Davis Drive pipe
outfall will be reshaped to restore channel dimension and profile (Construction Plans - Sheet Nos.
4, 8, and 9). Approximately 57 linear feet of additional impacts within Perennial Stream A will
13
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East Providence Capital Improvement Project July 22, 2004
Nationwide Permit Nos. 3, 12, and 27 Project No. 2004-0632
result from pipe maintenance activities. The pipe outlet draining Pond A downstream of Davis
Drive will be extended by 4 linear feet and an existing 9 linear-foot rip rap apron at the pipe outlet
will be replaced with an approximately 45 linear-foot rip rap apron to dissipate discharges from the
pipe (Construction Plans - Sheet No. 11 and EC-2). In addition, the culvert at the dirt drive will be
lengthened by 5 linear feet at its upstream end and 3 linear feet at its downstream end (Construction
Plans - Sheet No. 8). '
Stream B - Unimportant Intermittent
Impacts to Unimportant Intermittent Stream B will result from channel reshaping and pipe
replacement activities. Approximately 0.002 acre (18 if / 36 bf) of Stream B upstream of East
Providence Drive and 0.029 acre (2571f/ 514 bf) downstream of East Providence Drive will be
reshaped to restore channel dimension and profile (Construction Plans - Sheet Nos. 12 and 13).
Additional impacts within Unimportant Intermittent Stream B totaling 0.010 acre (861f) will result
from a culvert replacement at East Providence Drive. The upstream portion of this culvert will be
extended by 7 linear feet and the outlet will be extended by 59 linear feet (Construction Plans -
Sheet No. 13). An approximately 15 linear-foot rip rap apron will also be installed at the pipe
outlet to dissipate discharges from the pipe (Construction Plans - Sheet EC-4).
The downstream 59 linear-foot pipe extension is necessary to ensure vehicular safety and to protect
the driveway for residents at 2410 East Providence Drive. The proposed culvert will double as a
street culvert for East Providence Drive and a driveway culvert for the house at 2410 East
Providence Drive. The existing culvert is an 18-inch reinforced concrete pipe (RCP) and extends
only 21 inches beyond the driveway. The diameter of the proposed culvert under East Providence
Drive is being increased to 36 inches, and therefore the driveway culvert has to be upsized and
extended to accommodate the increased storm water velocities and protect the driveway from
flooding.
Stream C - Perennial
Impacts to Perennial Stream C will result from channel reshaping, in-stream structure installation,
pipe replacement, and utility line relocation activities. Approximately 1,931 linear feet
(3,862 bank feet) of Perennial Stream C will be reshaped to restore channel dimension and profile
(Construction Plans - Sheet Nos. 2-7 and 14). The banks will be laid back to a 2:1 slope and will
be stabilized using erosion control matting (Construction Plans - Sheet EC-2 and EC-3). An
approximately 20 linear-foot cross vane will also be installed within Perennial Stream C at Station
6+68 (Construction Plans - Sheet No. 5).
14

East Providence Capital Improvement Project July 22, 2004
Nationwide Permit Nos. 3,12, and 27 Project No. 2004-0632
Additional impacts within Perennial Stream C totaling 22 linear feet will result from three culvert
replacements. The upstream and downstream portions of the East Providence, Drive culvert
crossing will each be extended by 2 linear feet (Construction Plans - Sheet No. 14) and the
upstream portion of the Allenwood Road crossing will be extended by 16 linear feet
(Construction Plans - Sheet No. 3). The Allenwood Road culvert extension is necessary to
accommodate the proposed larger diameter bottomless culvert (i.e., 9 feet wider and 2 feet higher
than the existing bottomless culvert) and ensure public safety. The culvert's larger size and
location adjacent to a three-way intersection and road curve create a safety concern. To bring the
crossing up to City standards, it is being realigned to follow the centerline of the stream channel to
minimized erosion, and extended in accordance with Charlotte Department of Transportation
(CDOT) clear zone safety requirements.
The final impacts within Perennial Stream C will result from the relocation of a sewer utility line
just south of the East Providence Drive road crossing. Relocation of the sewer line will require
crossing the stream channel and will result in approximately 21 linear feet of impacts
(Construction Plans - Sheet Nos. 7, 14, and Ul). The proposed sewer line must cross the channel at
an approximately 45.5° angle to locate the upstream sewer manhole within the existing road
right-of-way and avoid removing a 20-inch tree and placing an elevated sewer manhole in the front
yard of the house at 2100 East Providence Road. The option of locating the utility crossing at the
existing road crossing was considered, however, was determined to be impractical because the
elevation of the proposed box culvert is below the lowest elevation of the downstream manhole.
Since this is a gravity sewer line, it is impossible to get the proposed sewer under the proposed box
culvert. CSWS is proposing to replant vegetated buffers along Stream C south of East .
Providence Drive located within the drainage easement that are temporarily cleared of vegetation
during construction of the project. The channel banks will be vegetated with livestake plantings
and the top of bank will be planted with native 2-inch caliper trees. The proposed Buffer
Replacement Planting Plan is included as (Attachment L - Figures 6a-d).
Stream D - Unimportant Intermittent
Impacts to Unimportant Intermittent Stream D will result from channel reshaping activities.
Approximately 0.003 acre (146 if / 292 bf) of Unimportant Intermittent Stream D will be reshaped
to restore channel dimension and profile (Construction Plans - Sheet No. 5). The banks will be laid
back to a 2:1 slope and will be stabilized using erosion control matting
(Construction Plans - Sheet EC-3).
15
East Providence Capital Improvement Project 1 July 22, 2004
Nationwide Permit Nos. 3,12, and 27 Project No. 2004-0632
Table 5. Summarv of Proposed Wetland and Pond 3mnacts

I

J

.T11risdictional \Cft?' Proposed Impacts Nationwide
It?'
krea s£= square feet Permit Plan Sheet '

No(s).
Wetland BB Channel grading - permanent impacts 0.009 acre (391 sfl 27 9
Wetland BB Clearing in easement - temporary impacts 0.030 acre (1,313 sfl 27 9
Wetland CC Channel grading - pennanent impacts 0.061 acre (2,643 sfl 27 8 and 9
Wetland CC Clearing in easement - temporary impacts 0.022 acre (972 sfl 27 8
Wetland DD Channel grading - permanent impacts 0.155 acre (6,761 sfl 27 4 and 5
Wetland DD Floodplain bench grading-permanent impacts 0.066 acre (2,858 sfl 27 4 and 5
Wetland DD Clearing in easement - temporary impacts 0.202 acre (8,814 sfl 27 4 and 5
Wetland EE Clearing in easement - temporary impacts 0.071 acre (3,103 sf) 27 7
Wetland EE Utility line installation - temporary impacts 0.049 acre (2,119 sfl 12 7 and U1
Wetland FF Channel grading - pennanent impacts 0.006 acre (270 sfl 27 7 and 14
Wetland FF Clearing in easement - temporary impacts 0.035 acre (1,542 sfl 27 7 and 14
Pond A Pipe installation (inlet and outlet pipes) 0.004 acre (182 st) 3 9

Impact Totals :NWP WP 27: 0.297 acre permanenand 0.360 acre temporary
3: 0.004 acre permanent
WP 12: 0.049 acre temporary
Wetland BB
Permanent impacts to Wetland BB will total 0.009 acre (391 square feet) and will result from
channel grading within Unimportant Intermittent Stream A. In addition, approximately 0.030 acre
(1,313 square feet) of Wetland BB located within the construction easement will be cleared to
access the stream channel (Construction Plans - Sheet No. 9).
Wetland CC
Permanent impacts to Wetland CC will total 0.061 acre (2,643 square feet) and will result from
channel grading within Perennial Stream A. In addition, approximately 0.022 acre (972 square
feet) of Wetland CC located within the construction easement will be cleared to access the stream
channel (Construction Plans - Sheet Nos. 8 and 9).
' Wetland DD
Permanent impacts to Wetland DD will total 0.221 acre (9,619 square feet) and will result from
channel grading within Perennial Stream C. All newly graded stream banks will be stabilized with
erosion control matting and will be bioengineered with live stakes. Approximately 0.066 acre
(2,858 square feet) of this impacted area will be graded into a floodplain bench that will be planted
' with a riparian wetland seed mix and herbaceous plugs. In addition, approximately 0.202 acre
(8,814 square feet) of Wetland DD located within the construction easement will be cleared to
' access the stream channel (Construction Plans - Sheet Nos. 4 and 5). Temporarily cleared areas
16
East Providence Capital Improvement Project Julv 22, 2004
Nationwide Permit Nos. 3,12, and 27 Project No. 2004-0632
within Wetland DD will be replanted with native riparian canopy species. The proposed Planting
Plan for Wetland DD is included as Attachment K - Figures 5a-d.
Wetland EE
Temporary impacts to Wetland EE will total 0.120 acre (5,222 square feet) and will result from
relocation of the existing sanitary sewer line and vegetative clearing within the construction
easement (Construction Plans - Sheet Nos. 7 and Ul). Wetland EE is an herbaceous wetland and
will be re-vegetated with a native wetland herbaceous seed mix following construction
(Attachment L - Figure 6d).
Wetland FF
Permanent impacts to Wetland FF will total 0.006 acre (270 square feet) and will result from
channel grading within Perennial Stream C. In addition, approximately 0.035 acre (1,542 square
feet) of Wetland FF located within the construction easement will be cleared to access the stream
channel (Construction Plans - Sheet Nos. 7 and 14).
Pond A
Permanent impacts to Pond A will total 0.004 acre (182 square feet) and will result from inlet and
outlet pipe extensions (Construction Plans - Sheet No. 9). Impacts were calculated up to and below
the ordinary high water level. The pond will be drained to a level that facilitates construction of the
pipes and their associated endwalls and weir (for theoutlet pipe) in the dry.
Compensatory Mitigation
This project's primary intention is to reduce public safety concerns by alleviating street, yard,
and structural flooding. Secondary beneficial effects of the project will include an overall
improvement in water quality of the channels within the project area through sedimentation and
turbidity reduction and aquatic habitat improvement. Aquatic habitat within Perennial Stream C
' should be improved through the construction of floodplain benches and an in-stream structure,
and the creation of a densely vegetated riparian buffer (via bioengineering plantings, herbaceous
seeding and plantings, and riparian tree plantings), which is intended to stabilize and shade
banks, as well as enhance the ecological functions of Stream C and Wetland DD. Wetland DD
' will be enhanced with trees and shrub plantings outside of channel improvement areas
(Attachment K - Zone 1). In addition, the proposed banks (Zone 2) will be bioengineered with
live stakes and the floodplain bench (Zone 3) will be seeded with a native herbaceous seed mix
and planted with herbaceous plugs (Attachment K - Figures 5a-d). In addition, vegetated buffers

17
East Providence Capital Improvement Project July 22, 2004
Nationwide Permit Nos. 3, 12, and 27 Project No. 2004-0632
along on-site stream channels will be maintained or replaced as necessary. Because of the
1 anticipated environmental benefits and self-mitigating nature of the project, no additional
mitigation for impacts to jurisdictional areas is being proposed. To mitigate for any temporary
adverse impacts during construction of the project, the progress of the work would be limited to
the amount that can be stabilized, seeded/bioengineered, and mulched within "one day's work".
This amount roughly equates 100-150 feet of stream bank at a time.

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East Providence Drive
Prwct Area
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Approximate Scale 1" = 2000'
Reference: USGS 7.5 Minute Topographic Map Series, Matthews (NC-SC) and Weddington (NC) quadrangles, dated 1988.
Carolina Wetland Services
5000 Nations Crossing Road, Suite 230
Charlotte, North Carolina 28217
PREPARED BY
Figure 1. USGS Site Location Map
East Providence Capital Improvement Project
Charlotte, North Carolina
CWS Project No. 2004-0632
DATE CHECKED BY
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Approximate Scale 1" = 2000'
Reference: NRCS Soil Survey of Mecklenburg County, Sheet No. 13, dated 1980.
Carolina Wetland Services Figure 2. NRCS Soil Survey
I 5000 Nations Crossing Road, Suite 230 East Providence Capital Improvement Project
Charlotte, North Carolina 28217 Charlotte, North Carolina
(t CWS Project No. 2004-0632
PREPARED BY DATE CHECKED BY - DATE
S-143 :? -10 - 04f l c-1+ &' l , ©q.

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0

SCP7
Unin Cant; Interr?ttent
S can D;; - -100-1f

erennlal Stream C
2,350 If
NOTE- JURISDICTMNAL WATERS OF THE US. WERE DELIIEAIED BY
CARMAM WETLAND SERVICES <CVw FRDN NDVENDER 11-1P, 20m
JURISMICTIONN_ AREAS WERE SURVEYED USING A Gn UNIT WITH
SUDIIETER ACCURACY.
/V
Wetlul
0.033
LEGEND
JURISDICTIONAL STREAM CHANNEL
JURISDICTIONAL WETLAND AREA
- JURISDICTIONAL WETLAND AREA
PROJECT LIMITS
FIGURE 3. WETLAND BOUNDARY SURVEY
EAST PROVIDENCE CAPITAL IMPROVEMENT PROJECT
CHARLOTTE, NORTH CAROLINA
CWS PROJECT NO. 2002-0197
Office Use Only: Form Version April 2001
USAGE Action ID No. DWQ No.
If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A" rather than
leaving the space blank.
I. Processing
' 1. Check all of the approval(s) requested for this project:
® Section 404 Permit
? Section 10 Permit
' ® 401 Water Quality Certification
? Riparian or Watershed Buffer Rules
' 2. Nationwide, Regional or General Permit Number(s) Requested:
Nationwide Permit Nos. 3 12, and 27
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
' 4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (see section VIII - Mitigation), check here: ?
' II. Applicant Information
t 1. Owner/Applicant Information
Name: City of Charlotte Storm Water Services, Contact: Mr. Jarrod J. Karl
Mailing Address: 600 East Fourth Street
Charlotte North Carolina 28202
' Telephone Number: [phone] Fax Number: 704) 336-6586
E-mail Address: jkarlPci.charlotte.nc.us
' 2. Consultant Information (A signed and dated copy of the Agent Authorization letter must be
attached if the Agent has signatory authority for the owner/applicant.)
Name: N/A
' Company Affiliation: N/A
Mailing Address: N/A
N/A
Telephone Number: N/A Fax Number: N/A
E-mail Address: N/A

Page 1 of.11
I III.
Project Information
1. Name of project: East Providence Capital Improvement Project
2. T.I.P. Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): N/A - multiple properties
4. Location
County: Mecklenburg Nearest Town: Charlotte
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers, landmarks, etc.): From Charlotte, take Providence
Road (NC-16) south to McKee Rd. Turn left onto McKee Rd. and travel for approximately
1.5 miles to East Providence Drive. Turn right onto East Providence Drive and the project
site is located within this neighborhood.
5. Site coordinates, if available (UTM or Lat/Long): N35° 4' 23"-W80044'20"
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
' 6. Describe the existing land use or condition of the site at the time of this application:
The current land use for the project area is residential and is generally comprised of single-
family residences, maintained lawns, and small wooded areas.
f 7. Property size (acres): N/A
' 8. Nearest body of water (stream/river/sound/ocean/lake): Sixmile Creek
9. River Basin: Catawba River
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http:,,,,"/b2o.enr.state.ne.us/admlii/ma-ps /.)
10. Describe the purpose of the proposed work: The East Providence Capital Improvement
Proiect is intended to ubgrade the area's existing storm water drainage infrastructure. The
Citv of Charlotte and CSWS have received numerous complaints regarding drainage
problems from residents living in the project area. Complaints for flooding and erosion in
the project area have been documented through the 336-RAIN Customer Service System. As
part of this project, survey forms were distributed to residents of the study area requesting
t their comments on the storm drainage system. The responses received indicated several
areas where crawls-pace, street, and yard flooding are a problem. In addition, several of the
survey forms have indicated channel blockages and erosion problems throughout the study
' area. CSWS Customer Service Request Forms and Resident Survey Forms have been
included as Attachments H and I. The purpose of the proposed channel improvements and
maintenance activities is to reduce flooding and erosion within the residential area. Several
of the existing culverts and pipe systems will also be upgraded or replaced to bring the storm
drainage system to current City standards.
11. List the type of equipment to be used to construct the project: Trackhoes and typical
construction equipment will be used for this project.
' Page 2 of. l 1
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12. Describe the land use in the vicinity of this project: The land use surrounding the project is
mainly residential.
IV. Prior Project History
Previous projects within the project area include construction of the neighborhood and the
installation of several storm water pipes and culverts.
V. Future Project Plans
There are no future project plans for this site.
VI. Proposed Impacts to Waters of the United States/Waters of the State
Wetland Impacts
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* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http://www.fenia.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.)
N`VP No. 12 '
Wetland Impact Area of Impact Located within Distance to
Site Number Type of Impact* (acres) 100-year
Floodplain** Nearest Stream Type of Wetland***
(indicate on map) sf = square feet
(yes/no) (linear feet)
Wetland EE Utility line installation 0.049 acre No 0 if Herbaceous wetland
(Sheet No. 7 and UI) - temporary impacts (2,119 sf)
List the total acreage (estimated) of existing wetlands on the property: 2.03 acres
Total area of wetland impact proposed: 0.049 acre (2,119 square feet) of temporary impacts
See additional wetland impacts on next page
Page 3 of 11

NWT' No. 27
Wetland Impact Area of Impact Located within Distance to
Site Number Type of Impact* (acres) 100-year Nearest Stream Type of Wetland***
(indicate on map) sf = square feet r*
Floodplam-- (linear feet)
(yes/no)
Wetland BB Channel grading - 0.009 acre No 0 if Forested wetland
(Sheet No. 9) permanent impacts (391 sf)
Wetland BB Clearing in easement- 0.030 acre No 0 if Forested wetland
(Sheet No. 9) temporary impacts (1,313 sf)
Wetland CC Channel grading - 0.061 acre No 0 if Forested wetland
(Sheet Nos. 8 and 9) permanent impacts (2,643 sf)
Wetland CC Clearing in easement - 0.022 acre No 0 if Forested wetland
(Sheet No. 8) temporary impacts (972 sf)
Wetland DD Channel grading - 0.155 acre No 0 if Forested wetland
(Sheet Nos. 4 and 5) permanent impacts (6,761 sf)
Wetland DD Floodplain bench 0.066 acre
(Sheet Nos. 4 and 5) grading - permanent (2,858 sf) No 0 if Forested wetland
impacts
Wetland DD Clearing in easement - 0.202 acre
No
0 if
Forested wetland
(Sheet Nos. 4 and 5) temporary impacts (8,814 sf)
Wetland EE Clearing in easement - 0.071 acre No 0 if Herbaceous wetland
(Sheet No. 7) temporary impacts (3,103 sf)
Wetland FF Channel grading - 0.006 acre No 0 if Forested wetland
(Sheet Nos. 7 and 14) permanent impacts (270 sf)
Wetland FF Clearing in easement - 0.035 acre No 0 if Forested wetland
(Sheet Nos. 7 and 14) temporary impacts (1,542 st)
List the total acreage (estimated) of existing wetlands on the property: 2.03 acres
Total area of wetland impact proposed: 0.297 acre permanent impacts and 0.360 acre
temporary impacts
2. Stream Impacts, including all intermittent and perennial streams
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
darns (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
' www.usgs.gov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.manquest.com, etc.).

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NWP No. 3
Stream Impact Site Length of Average Width of Perennial or
Number Type of Impact* Impact Stream Name** Stream Before Intermittent?
(indicate on map) (linear feet) Impact __(please specify)

Stream A Pipe extension (East
0.001 acre
UT to
Unimportant
(Sheet No. 11) Providence Dr. -
downstream) (5 if) Sixmile Creek 3-4 Intermittent

Stream A Pipe extension
0.001 acre
UT to
Unimportant
(Sheet No. 9) (Allenwood Rd. -
upstream) (41f) Sixmile Creek 3-4 Intermittent
Stream A Pipe extension (Davis 41f UT to 3' Perennial
(Sheet No. 9) Dr. - downstream) Sixmile Creek
Stream A Rip rap apron at pipe 36 if UT to '

(Sheet EC-2)
outfall
Sixmile Creek 3 Perennial
Stream A. Pipe extension (dirt' 5 if UT to 3' Perennial
(Sheet No. 8) drive - upstream) Sixmile Creek
Stream A Pipe extension (dirt 3 If UT to 3' Perennial
(Sheet No. 8) drive - downstream) Sixmile Creek
Stream B Pipe extension (East
Providence Dr.- 0.001 acre UT to
2-5' Unimportant
(Sheet No. 13)
upstream) (7 If) Sixmile Creek Intermittent

Stream B Pipe extension (East
providence Dr. -
0.007 acre
UT to
2 5,
Unimportant
(sheet No. 13) downstream) (591f) Sixmile Creek Intermittent
Stream B Rip rap apron at pipe 0.002 acre UT to , Unimportant
(Sheet EC-4) outfall (15 If) Sixmile Creek 2-5 Intermittent

StramC Pipe extension (East
UT to
(het No. 4) Providence Dr. - 2 if Sixmil
e Creek 2-' Perennial
upstream)
Pipe extension (East UT to
(Sheet No. 14) Providence Dr. - 2 if Sixrnile Creek 2-' Perennial
downstream)
Stream C Pipe extension (Davis 2 If UT to 2-3' Perennial
(Sheet No. 6) Dr. - upstream) Sixmile Creek

a Pipe extension UT to
(Sheet
No. ) (Allenwood Rd. - 161f Sixmile Creek 5-10' Perennial
upstream)
' Cumulative impacts (linear distance in feet) to all streams on site: 0 linear feet of Perennial channel
and 0.010 acre (90 If) of Unimportant Intermittent channel - Impacts to Perennial stream channels are
offset by the removal of a 36-foot rip rap apron and replacement of a 58 if 36" RCP with a 52 if 16' by_
' T bottomless arch culvert within Perennial Steam C. See "Impact Justification" section for details

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NWP No. 12
Stream Impact Length of Average Width Perennial or
Site Number Type of Impact'' Impact Stream Name** of Stream Intermittent?
(indicate on map) (linear feet) Before Impact (please specify)
Stream C Utility line 21 if UT to Sixmile Creek 2-3' Perennial
(Sheet Nos. 7, 14, Ul) crossing
Cumulative impacts (linear distance in feet) to all streams on site: 21 linear feet of Perennial channel
Page 5 of 11

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TNWP No. 27
Stream Impact Site Length of
Average Width
Perennial or
Number Type of Impact* Impact Stream Name** of Stream Intermittent?
(indicate on map) if = linear feet
bf = bank feet Before Im act
p s eci
(please p')
0.034 .034 acre
Stream A Channel reshaping w/
If / UT to _4

3-4' Unimportant
(Sheet Nos. 10 and 11) soft stabilization 734 bf) . Sixmile Creek Intermittent
0.005 005 acre
Stream A Channel reshaping w/
/ UT to

3-4' Unimportant
(Sheet No. 9) soft stabilization 114 bf) Sixmile Creek Intermittent
Stream A Channel reshaping w/ 199 if UT to Important
(Sheet No. 11) soft stabilization (398 bf) Sixmile Creek 3' Intermittent
Stream A Channel reshaping w/ 113 if UT to 3' Perennial
(Sheet No. 9) soft stabilization (226 bf) Sixmile Creek
Stream A Channel reshaping w/ 571f UT to '

(Sheet No. 8)
soft stabilization
(114 bf)
Sixmile Creek 3 Perennial
Stream A Channel reshaping w/ 331f UT to '

(Sheet No. 4)
soft stabilization
(66 bf)
Sixmile Creek 3 Perennial
Stream B Channel reshaping w/ 0
.002
acre UT to
' Unimportant
(Sheet No. 13) soft stabilization (18
If/ Sixmile Creek 2-5 Intermittent
bf)
36
Stream B Channel reshaping w/ 0.029 acre UT to , Unimportant
(Sheet Nos. 12 and 13) soft stabilization (257 1f /
bf)
514 Sixmile Creek 2 5 Intermittent
Stream C Channel reshaping w/ 38 if UT to 2-3' Perennial
(Sheet No. 14) soft stabilization (76 bf) Sixmile Creek
Stream C Channel reshaping w/ 2631f UT to 2-3' Perennial
(Sheet No. 7) soft stabilization (526 bf) Sixmile Creek
Stream C Channel reshaping w/ 1351f UT to '

(Sheet No. 6)
soft stabilization
(270 bf)
Sixmile Creek 2-3 Perennial
Stream C Channel reshaping w/ 9941f UT to '

(Sheet No. 4, 5, 6)
soft stabilization
(1,988 bt)
Sixmile Creek 2-3 Perennial
Stream C Cross vane installation 201f UT to 2-3' Perennial
(Sheet No. 5) Sixmile Creek
Stream C Channel reshaping w/ 1511f UT to 5-10' Perennial
(Sheet No. 3) soft stabilization (302 bt) Sixmile Creek
Stream C Channel reshaping w/ 3501f UT to 5-10' Perennial
(Sheet Nos. 2 and 3) soft stabilization (700 bf) Sixmile Creek
Stream D Channel reshaping w/ 0.003 acre UT to , Unimportant
(Sheet No. 5) soft stabilization (146 If /
1
292
4 bf)

Sixmile Creek

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Intermittent
Cumulative impacts (linear distance in feet) to all streams on site: if = linear feet and bf = bank feet
Channel Reshaping: 2,134 if (4,268 bf) of Perennial channel, 199 if (398 bf) of Important Intermittent
channel, and 0.073 acre (845 if / 1,690 bfl of Unimportant Intermittent channel; In-Stream Structures:
201f of Perennial channel

Page 6 of 11
Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any other
Water of the U.S. N/A

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Open Water Impact Area of Name of Waterbody Type of Waterbody
Site Number Type of Impact* . Impact (acres) (lake, pond, estuary, sound,
(indicate on map) sf= square feet (if applicable) bay, ocean, etc.)
NWP No. 3
Pond A Pipe installation (inlet 0.004 acre
N/A pond
(Sheet No. 9) and outlet pipes) (182 Sf)
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
3. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): N/A
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): N/A
Size of watershed draining to pond: N/A
Expected pond surface area: N/A
VII. Impact Justification (Avoidance and Minimization)
An Alternatives Analysis was performed to determine. the least damaging .environmental alternative that
meets the primary goals of the project. See report for full discussion of Alternatives Analysis. Under
the preferred alternative, proposed impacts to Jurisdictional Waters of-the U.S. (Attachment J and
Construction Plans) have been minimized to the maximum extent practicable. The majority of activities
within on-site stream channels will consist of dimension and profile reshaping, which are intended to
increase channel capacity and reduce erosion. When planning the proposed channel improvements,
every attempt was made to incorporate natural channel design techniques throughout the project.
During the existing conditions investigation of the site, Rosgen Level 2 Stream Classifications were
performed for several on-site channel segments. The results of this study indicate that Perennial Stream
A is a B5c stream type, and that Perennial Stream C is a G5 stream type grading into a G4 stream type.
This data was used to provide guidance for implementing Rosgen natural channel design techniques on
several on-site channel segments. These results indicate that both evaluated stream channels have high
bank height ratios and relatively low entrenchment ratios. Therefore, these channels would benefit from
channel reshaping in the form of flood-plain benches or widening. The results of the existing conditions
study also showed high bank erosion potential through analysis using the Bank Erodibility Hazard Index
BEHI). Because of limitations associated with adjacent residences and utility conflicts, Priority 1
restoration is not feasible for this project. Therefore, a modified natural channel design was developed
to accomplish the project's goals.
Proposed natural channel design techniques include the installation of an in-stream structure, live stakes,
and floodplain benches. Plan views and longitudinal profiles for the proposed channel improvements
are illustrated in Sheets 2-20 of the attached Construction Plans. Typical channel cross sections are
' Page 7 of 11
' illustrated in Sheet XS-1 of the Construction Plans. To minimize impacts to jurisdictional areas
proposed reshaped channel segments will be stabilized using soft stabilization techniques (i.e., erosion
control matting). _ CSWS is also proposing to replant vegetated buffers along Stream C south of East
Providence Drive that are temporarily cleared of vegetation during construction of the project The
proposed Buffer Replacement Planting Plan is included as Attachment L - Figures 6a-d A Wetland
Planting Plan has also been developed to re-vegetate wetland areas post construction (Attachment K -
Figures 5a-d). In addition, the installation of an in-stream structure (i.e. cross vane) and flood-plain
benches within Perennial Stream C is intended to enhance stream habitat stability, and capacity.
' This project also proposes the removal an existing 36-foot rip rap apron from Perennial Stream C at the
culvert outlet of the Allenwood Road stream crossing (Construction Plans - Sheet No 3) an existing
' 10-foot rip rap apron from Perennial Stream C at the culvert inlet of the Davis Drive stream crossing
(Construction Plans - Sheet No. 6) and an existing 5-foot rip rap a-ron from Perennial Stream C at the
culvert outlet of the East Providence Drive stream crossing (Construction Plans - Sheet No 7) In
' addition, one of the proposed culvert replacements specifies replacing an existing 58 linear-foot 36-inch
Reinforced Concrete Pipe (RCP) with a 52 linear-foot 16' by 7' bottomless arch culvert (Construction
Plans - Sheet No. 6). The proposed culvert will completely span the bed and banks of Perennial Stream
' C and will result in a net increase of 58 linear feet of Perennial stream channel.
To farther decrease impacts to on-site jurisdictional areas activities within jurisdictional areas were
' eliminated for three properties within the project area. By eliminating activities within jurisdictional
areas at 2309 East Providence Drive, approximately 0.017 acre (731 square feet) of Wetland AA and
102 linear feet (204 bf) of Important Intermittent Stream A have been avoided In addition by
' eliminating channel reshaping activities at 4107 and 4117 Davis Drive approximately 0.026 acre (229 if
/ 456 bfl of impacts to Unimportant Intermittent Stream B have been avoided.
' Finally, proper sediment and erosion control measures including the installation of temporary rock silt
screens and rock check dams, will be implemented throughout the project area The selected design is
intended to be the least damaging alternative that enhances existing natural resources and achieves the
' goals of the project.
VIII. Mitigation
' This project's primary intention is to reduce public safety concerns by alleviating street yard and
structural flooding. Secondary beneficial effects of the project will include an overall improvement in
' water quality of the channels within the project area through sedimentation and turbidity reduction and
aquatic habitat improvement. Aquatic habitat within Perennial Stream C should be improved through
the construction of floodplain benches and an in-stream structure and the creation of a densely
' vegetated riparian buffer (via bioengineering plantings herbaceous seeding and plantings and ripari
an
tree plantings), which is intended to stabilize and shade banks as well as enhance the ecological
functions of Stream C and Wetland DD. Wetland DD will be enhanced with trees and shrub plantings
' outside of channel improvement areas (Attachment K - Zone 1) In addition the proposed banks (Zone
2) will be bioengineered with live stakes and the floodplain bench (Zone 3) will be seeded with a native
herbaceous seed mix and planted with herbaceous lugs (Attachment K - Figures 5a-d) In addition
' vegetated buffers along on-site stream channels will be maintained or replaced as necessary. Because of
the anticipated environmental benefits and self-mitigating nature of the project no additional mitigation
for impacts to jurisdictional areas is being proposed. To mitigate for any temporary adverse impacts
during construction of the project, the progress of the work would be limited to the amount that can be
stabilized, seeded/bioengineered. and mulched within "one day's work". This amount roughly equates
100-150 feet of stream bank at a time.
1 Page 8 of l l
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1. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP) with the NCWRP's written agreement. Check the box indicating that
you would like to pay into the NCWRP. Please note that payment into the NCWRP must be
reviewed and approved before it can be used to satisfy mitigation requirements. Applicants
will be notified early in, the review process by the 401/Wetlands Unit if payment into the
NCWRP is available as an option. For additional information regarding the application
process for the NCWRP, check the NCWRP website at http://h2o.enr.state.nc.UsAmrpVindex.htm. If
use of the NCWRP is proposed, please check the appropriate box on page three and provide
the following information:
Amount of stream mitigation requested (linear feet): N/A
Amount of buffer mitigation requested (square feet): N/A
Amount of Riparian wetland mitigation requested (acres): N/A
Amount of Non-riparian wetland mitigation requested (acres): N/A
Amount of Coastal wetland mitigation requested (acres): N/A
Environmental Documentation (DWQ Only)
Does the project involve an expenditure of public funds or the use of public (federal/state/local)
land?
Yes ® No ?
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No
Proposed Impacts on Riparian and Watershed Buffers (DWQ Only)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify: SWIM buffers )?
Yes ® No ? If you answered "yes", provide the following *information:
Page 9. of 11

' Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers. N/A

1

Zone* Impact
(square feet) Multiplier Required
Mitigation
1 3
2 1.5
Total
* Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or.0260.
Charlotte Storm Water Services will implement brol)er erosion and sediment controls and
stabilize the buffer areas immediately following construction, as required by SWIM buffer
regulations for CSWS projects. CSWS is preserving or replacing vegetated buffers throughout
the entire project. The Buffer Replacement Planting Plan is included with this submittal as
Attachment L - Figures 6a-d.
XI. Stormwater (DWQ Only)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
Sources of nearby impervious cover include roads, driveways, and rooftops. This project will
not cause an increase in the impervious coverage of the project area.
XII. Sewage Disposal (DWQ Only)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
N/A
' XIII. Violations (DWQ Only)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application?
Yes ? ` No

Page 10 of 11
i
i
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
Construction is scheduled to begin immediately following receipt of the appropriate permits.
App gen ignature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 11 of 11

i
i
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: East Providence Capital Improvement o'ect. Date: 03/17/04
Applicant: Charlotte Storm Water Services County: Mecklenburg
Investigator(s): Ron G. Johnson State: NC
Do Normal Circumstances exist on the site? Yes No Community ID: wetlan
d
Is the site significantly disturbed (Atypical Situation)? Yes No Transect ID:
Is the area a potential Problem Area? Yes No Plot ID: DPI
If needed, explain on reverse.
VEGETATION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1. Liquidambar styracii lua tree FAC+ 9.
2. Smilax rotundifolia vine FAC 10.
3. Alnus serrulata tree FACW 11.
4. Juncus effusus herb FACW+ 12.
5. Acer rubrum tree FAC 13.
6. Arundinaria gigantea herb FACW 14.
7. Ouercus phellos tree FACW- 15.
8. Ligustnim sinense shrub FAC 16.
Percent of Dominant Species that are OBL, FACW or FAC
100%
Remarks:
More than 50% of dominants are FAC or wetter.
HYDROLOGY
Recorded Data (Describe in remarks):
- Stream, Lake or Tide Gauge
- Aerial Photographs
_ Other
X No Recorded Data Available Wetland Hydrology Indicators:
Primary Indicators:
X Inundated
X Saturated in Upper 12 Inches
X Water Marks
X Drift Lines
Field Observations: X Sediment Deposits (on leaves)
X Drainage Patterns in Wetlands
Depth of Surface Water: 00=4 (in.) Secondary Indicators (2 or more required):
Oxidized Root Channels in Upper 12 Inches
Depth to Free Water in Pit: N/A (in.) X Water-Stained Leaves
X Local Soil Survey Data
Depth to Saturated Soil: 0 (in.) X FAC-Neutral Test
Other (Explain in Remarks)
Remarks:
Wetland hydrology indicators are p resent.
DPI
Page 1 of 2
3/23/2004
i
i
i
1
1
1
SOILS
Map Unit Name
(Series and Phase): Helena sandy loam Drainage Class mod. well drained
Field Observations
Taxonomy (Subgroup): thermic Aq uic Hapludults Confirm Mapped Type? Yes No
Profile Description:
Depth Matrix Color Mottle Colors Mottle Texture, Concretions,
(inches) Horizon (Munsell Moist) (Munseil Moist) Abundance/Contrast Structure, etc.
0-12 B 2.5Y 4/2 10YR4/6 many silt
distinct
_ Histosol _ Concretions
_ Histic Epipedon - High Organic Content in Surface Layer in Sandy Soils
X Sulfidic Odor _ Organic Streaking in Sandy Soils
- Aquic Moisture Regime X Listed on Local Hydric Soils List (Inclusions)
Reducing Conditions - Listed on National Hydric Soils List
X Gleyed or Low-Chroma Colors - Other (Explain in Remarks)
Remarks:
Hydric soil indicators are p resent.
WETLAND DETERMINATION
Hydrophytic Vegetation Present? Yes No (Circle
Wetland Hydrology Present? Yes No (Circle)
Hydric Soils Present? Yes No Is this Sampling Point Within a Wetland? Ye No
Remarks:
Data point is representative of a jurisdictional wetland area
Approved by HQUSACE 2/92
DP1
Page 2 of 2
3/23/2004
i
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i
i
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands.Delineation Manual)
Project/Site: East Providence Capital Improvement Project Date: 03/17/04
Applicant: . Charlotte Storm Water Services County: Mecklenbun
Investigator(s): Ron G. Johnson State: NC
Do Normal Circumstances exist on the site? Yes No Community ID: _ ian
a
Is the site significantly disturbed (Atypical Situation)? Yes No Transect ID:
Is the area a potential Problem Area? Yes No Plot ID: DP2
If needed, explain on reverse.
VEGETATION
Dominant Plant Species
1. Juniperusvirginiana
2. Smilax rotundifolia
3. Andropogon Arginicus Stratum
tree
vine
Serb Indicator
FACU-
FAC
FAC- Dominant Plant Species Stratum Indicator
9. Liquidambarstyraciflua tree FAC+
10.
11.
4. Lonicera japonica vine FAC- 12.
5. Festuca arundinacea herb FAC- 13.
6. Acer rubrum tree FAC 14.
7. Rubus argutus herb FAC 15.
8. Pin= taeda tree FAC 16.
Percent of Dominant Species that are OBL, FACW or FAC
56%
Remarks:
More than 50% of dominants are FAC or wetter.
HYDROLOGY
Recorded Data (Describe in remarks):
- Stream, Lake or Tide Gauge
- Aerial Photographs
Other
X No Recorded Data Available Wetland Hydrology Indicators:
Primary Indicators:
_ Inundated
Saturated in Upper 12 Inches
_ Water Marks
Drift Lines
Field Observations: Sediment Deposits (on leaves)
Drainage Patterns in Wetlands
Depth of Surface Water: N/A (in.) Secondary Indicators (2 or more required):
_ Oxidized Root Channels in Upper 12 Inches
Depth to Free Water in Pit: N/A (in.) _ Water-Stained Leaves
Local Soil Survey Data
Depth to Saturated Soil: >12 (in.) FAC-Neutral Test
Other (Explain in Remarks)
Remarks:
Wetland hydrology indicators are not present.
DP2
Page l of 2
3/18/2004
i
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i
SOILS
Map Unit Name
(Series and Phase): Helena sandy loam Drainage Class mod. well drained
Field Observations
Taxonomy (Subgroup): thermic A uic Ha ludults Confirm Mapped Type? Yes No
Profile Description:
Depth Matrix Color Mottle Colors Mottle Texture, Concretions,
(inches) Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure, etc.
0-12 B 10YR 5/6 N/A N/A sandy loam
_ Histosol _ Concretions
- Histic Epipedon _ High Organic Content in Surface Layer in Sandy Soils
- Sulfidic Odor - Organic Streaking in Sandy Soils
- Aquic Moisture Regime Listed on Local Hydric Soils List (Inclusions)
- Reducing Conditions - Listed on National Hydric Soils List
Gleyed or Low-Chroma Colors Other (Explain in Remarks)
Remarks:
Hydric soil indicators are not present.
1NL 1 LAND DLTLRMINATION
Hydrophytic Vegetation Present? Yes No (Circle
Wetland Hydrology Present? Yes No (Circle)
Hydric Soils Present? Yes No Is this Sampling Point Within a Wetland? Yes No
Remarks:
Approved by HQUSACE 2/92
DP2
Page 2 of 2
3/18/2004
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: East Providence Capital Improvement Pro'ect Date: 03/17/04
Applicant: Charlotte Storm Water Services County: Mecklenburg
Investigator(s): Ron G. Johnson State: NC
Do Normal Circumstances exist on the site? Yes No Community ID: wettan
a
Is the site significantly disturbed (Atypical Situation)? Yes No Transect ID:
Is the area a potential Problem Area? Yes No Plot ID: DP3
If needed, explain on reverse.
VEGETATION
.Dominant Plant Species Stratum Indicator Dominant Plant Soecies Stratum Indicator
1. Alnus serrulata tree FACW 9.
2. Ludwigia alternifolia herb OBL 10.
3. Rubus argunts herb FAC 11.
4. Juncus effasus herb FACW+ 12.
5. Cornus ammomum tree FACW+ 13.
6. Arztndinaria gigantea herb FACW 14.
7. Andropogon glomeratus herb FACW 15.
8. 16..
Percent of Dominant Species that are OBL, FACW or FAC
100%
Remarks:
All dominant vegetation is FAC or wetter.
HYDROLOGY
Recorded Data (Describe in remarks):
- Stream, Lake or Tide Gauge
- Aerial Photographs
- Other
X No Recorded Data Available Wetland Hydrology Indicators:
Primary Indicators:
X Inundated
X Saturated in Upper 12 Inches
_ Water Marks
X Drift Lines
Field Observations: Sediment Deposits (on leaves)
Drainage Patterns in Wetlands
Depth of Surface Water: 00=2 (in.) Secondary Indicators (2 or more required):
X Oxidized Root Channels in Upper 12 Inches
Depth to Free Water in Pit: N/A (in.) X Water-Stained Leaves
X Local Soil Survey Data -
Depth to Saturated Soil: 0 (in.) X FAC-Neutral Test.
Other (Explain in Remarks)
Remarks:
Wetland h dY rology indicators are p resent.
DP3 Page I Of 2 3/23/2004
SOILS
Map Unit Name
(Series and Phase): Helena sandy loam Drainage Class mod. well drained
Field Observations
Taxonomy (Subgroup): thermic A uic Ha ludults Confirm Mapped Type? Yes No
Profile Description:
Depth Matrix Color Mottle Colors Mottle Texture, Concretions,
(inches) Horizon (Munsell Moistl (Munsell Moist) Apundance/Contrast Structure, etc.
00_6 A 2.5Y 511 10YR 4/6 many silt loam
distinct
6-12 B 2.5Y 511 N/A N/A silt loam
_ Histosol _ Concretions
Histic Epipedon - High Organic Content in Surface Layer in Sandy Soils
Sulfidic Odor - Organic Streaking in Sandy. Soils
Aquic Moisture Regime - Listed on. Local Hydric Soils List (Inclusions)
_ Reducing Conditions - Listed on National Hydric_Soils List
X Gleyed or Low-Chroma Colors - Other (Explain in Remarks)
Remarks:
Hvdric soil indicators are p resent.
WETLAND DETERMINATION
Hydrophytic Vegetation Present? Yes No (Circle)
Wetland Hydrology Present? Yes No (Circle)
Hydric Soils Present? Yes No Is this Sampling Point Within a Wetland? Ye No
Remarks:
Data point is representative of a jurisdictional wetland area.
Approved by HQUSACE 2/92
DP3 Page 2 Of 2 3/23/2004
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: East Providence Capital Improvement Project Date: 03/17/04
Applicant: Charlotte Storm Water Services County: Mecklenburg
Investigator(s): Ron G. Johnson State: NC
Do Normal Circumstances exist on the site? Yes No Community ID: wetland
Is the site significantly disturbed (Atypical Situation)? Yes No Transect ID:
Is the area a potential Problem Area? Yes No Plot ID: DP4
If needed, explain on reverse.
VEGETATION
Dominant Plant Species
1. Acer rubrum
2. Smilax rotundifolia
3. Ligustrum sinense Stratum
tree
vine
shrub Indicator
FAC
FAC
FAC Dominant Plant Species Stratum Indicator
9.
10.
11.
4. Juncus effusus herb FACW+ 12.
5. Liquidambar styraciflua tree FAC+ 13.
6. Ludwigia alternifolia herb OBL 14.
7. Alnus serrulata tree FACW 15.
8. 16.
Percent of Dominant Species that are OBL, FACW or FAC
100%
Remarks:
More than 50% of dominants are FAC or wetter.
HYDROLOGY
_ Recorded Data (Describe in remarks):
- Stream, Lake or Tide Gauge
- Aerial Photographs
_ Other
X No Recorded Data Available Wetland Hydrology Indicators:
Primary Indicators:
X Inundated
X Saturated in Upper 12 Inches
_ Water Marks
_ Drift Lines
Field Observations: `Sediment Deposits (on leaves)
X Drainage Patterns in Wetlands
Depth of Surface Water: 00=2 (in.) Secondary Indicators (2 or more required):
Oxidized Root Channels in Upper 12 Inches
Depth to Free Water in Pit: N/A (in.) X Water-Stained Leaves
X Local Soil Survey Data
Depth to Saturated Soil: 0 (in.) X FAC-Neutral Test
Other (Explain in Remarks)
Remarks:
Wetland hydrology indicators are p resent.
DP5 Page I Of 2 3/19/2004
SOILS
Map Unit Name
(Series and Phase): Helena sandy 1? oam Drainage Class mod. well drained
Field Observations
Taxonomy (Subgroup): thermic uic Ha ludults Confirm Mapped Type? Yes No
Profile Descri tion:
Depth Matrix Color Mottle Colors Mottle Texture, Concretions,
(inches) Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure, etc.
0-12 B 5Y 511 N/A N/A silt loam
_ Histosol _ Concretions
_ Histic Epipedon - High Organic Content in Surface Layer in Sandy Soils
Suifidic Odor _ Organic Streaking in Sandy Soils
Aquic Moisture Regime X Listed on Local Hydric Soils List (Inclusions)
_ Reducing Conditions - Listed on National Hydric Soils List
X Gleyed or Low-Chroma Colors - Other (Explain in Remarks)
Remarks:
Hvdric soil indicators are p resent.
WETLAND DETERMINATION
Hydrophytic Vegetation Present? Yes No (Circle
Wetland Hydrology Present? Yes No (Circle)
Hydric Soils Present? Yes No Is this Sampling Point Within a Wetland? Ye No
Remarks:
Data point is representative of a jurisdictional wetland area.
Approved by HQUSACE 2/92
DP5 Page 2 of 2 3/19/2004
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: East Providence Ca ital Im roveme t Project Date: 03/17/04
Applicant: Charlotte Storm Water Services County: Mecklenburg
Investigator(s): Ron G. Johnson State: NC
Do Normal Circumstances exist on the site? Yes No Community 15: u=land
Is the site significantly disturbed (Atypical Situation)? Yes No Transect ID:
Is the area a potential Problem Area? Yes No Plot ID: DP5
1
If needed, explain on reverse.)
VEGETATION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1. Liquidambarstyraciflua tree FAC+ 9.
2. Lonicera japonica vine FAC- 10.
3. _Ouercus stellata tree FACU 11.
4. _Ouercus rubra tree FACU 12.
5. Rubus argutus herb FAC 13.
6. 14.
7. 15.
8. 16.
Percent of Dominant Species that are OBL, FACW or FAC
40%
Remarks:
Less than 50% of dominants are FAC or wetter.
HYDROLOGY
_ Recorded Data (Describe in remarks):
- Stream, Lake or Tide Gauge
- Aerial Photographs
Other
No Recorded Data Available Wetland Hydrology Indicators:
Primary Indicators:
_ Inundated
Saturated in Upper 12 Inches
_ Water Marks
_ Drift Lines
Field Observations: Sediment Deposits (on leaves)
Drainage Patterns in Wetlands
Depth of Surface Water: N/A (in.) Secondary Indicators (2 or more required):
_ Oxidized Root Channels in Upper 12 Inches
Depth to Free Water in Pit: N/A (in.) _ Water-Stained Leaves
Local Soil Survey Data
Depth to Saturated Soil: >12 (in.) FAC-Neutral Test
Other (Explain in Remarks)
Remarks:
Wetland hydrology indicators are not present.
DP6 Page 1 of 2 " 3719/2004
SOILS
Map Unit Name
(Series and Phase): Helena sandy loam Drainage Class mod. well drained
Field Observations
Taxonomy (Subgroup): thermic A uic $a ludults Confirm Mapped Type? Yes No
Profile Description:
Depth Matrix Color Mottle Colors Mottle Texture, Concretions,
(inches) Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure, etc.
0-12 B 10YR 51 6 N/A N/A silt loam
_ Histosol _ Concretions
Histic Epipedon _ High Organic Content in Surface Layer in Sandy Soils
Sulfidic Odor _ Organic Streaking in Sandy Soils
Aquic Moisture Regime Listed on Local Hydric Soils List (Inclusions)
_ Reducing Conditions _ Listed on National Hydric Soils List
Gleyed or Low-Chroma Colors _ Other (Explain in Remarks)
Remarks:
Hvdric soil indicators are not present.
WETLAND DETERMINATION
Hydrophytic Vegetation Present? Yes ANo (Circle
Wetland Hydrology Present? Yes (Circle)
Hydric Soils Present? Yes Is this Sampling Point Within a Wetland? Yes No
Remarks:
Data point is representative of an upland area.
Approved by HQUSACE 2192
DP6 Page 2 Of 2 3/19/2004
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: East Providence Capital Improvement ro'ect Date: 03/17/04
Applicant: Charlotte Storm Water Services County: Meclclenbura
Investigator(s): Ron G. Johnson State: NC
Do Normal Circumstances exist on the site? Yes No Community ID: wetian
a
Is the site significantly disturbed (Atypical Situation)? Yes No Transect ID:
Is the area a potential Problem Area? Yes No Plot ID: DP6
if needed, explain on reverse.) I
VEGETATION
Dominant Plant Species
1. Liquidambar styraciflua
2. Ludwigia alternifolia
3. Almzs serndata Stratum
tree
herb
tree Indicator
FAC+
OBL
FACW Dominant Plant Species Stratum Indicator
9.
10.
11.
4. Juncus effusus herb FACW+ 12.
5. Carex sp. herb - 13.
6. Andropogon glomeratzts herb FACW+ 14.
7. Ligustrum sinense shrub FAC 15.
8. 16.
Percent of Dominant Species that are OBL, FACW or FAC
100%
Remarks:
More than 50% of dominants are FAC or wetter.
HYDROLOGY
_ Recorded Data (Describe in remarks):
- Stream, Lake or Tide Gauge
- Aerial Photographs
_ Other
No Recorded Data Available Wetland Hydrology Indicators:
Primary Indicators:
X Inundated
X Saturated in Upper 12 Inches
_ Water Marks
Drift Lines
Field Observations: Sediment Deposits (on leaves)
X Drainage Patterns in Wetlands
Depth of Surface Water: 00=2 (in.) Secondary Indicators (2 or more required):
Oxidized Root Channels in Upper 12 Inches
Depth to Free Water in Pit: N/A (in.) X Water-Stained Leaves
X Local Soil Survey Data
Depth to Saturated Soil: 0 (in.) X FAC-Neutral Test
Other (Explain in Remarks)
Remarks:
Wetland h, d?gy indicators are p resent.
DP4 Page I Of 2 3/23/2004

i
SOILS
Map Unit Name
(Series and Phase): Helena sandy loam Drainage Class mod. well drained
Field Observations
Taxonomy (Subgroup): thermic Agnie Hapludults Confirm Mapped Type? Yes No
Profile Descri - tion:
Depth Matrix Color Mottle Colors Mottle Texture, Concretions,
(inches) Horizon (Munsell Moista (Munsell Moist) Abundance/Contrast Structure, etc.
0-10 A 5Y 4/1 N/A N/A silt
10-12 B 5Y 5/2 N/A N/A sandy loam
_ Histosol _ Concretions
_ Histic Epipedon _ High Organic Content in Surface Layer in Sandy Soils
- Sulfidic Odor _ Organic Streaking in Sandy Soils
_ Aquic Moisture Regime X Listed on Local Hydric Soils List (Inclusions)
_ Reducing Conditions - Listed on National Hydric Soils List
X Gleyed or Low-Chroma Colors - Other (Explain in Remarks)
Remarks:
Hydric soil indicators are p resent.
WETLAND DETERMINATION
Hydrophytic Vegetation Present? Yes No (Circle)
Wetland Hydrology Present? Yes No (Circle)
Hydric Soils Present? Yes No Is this Sampling Point Within a Wetland? Ye No
Remarks:
Data point is representative of a jurisdictional wetland area.
Approved by HQUSACE 2192
D P4
Page 2 of 2
3/23/2004
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: East Providence Capital Improvement Wect Date: 03/17/04
Applicant: Charlotte Storm Water Services County: Mecklenburg
Investigator(s): Ron G. Johnson State: NC
Do Normal Circumstances exist on the site? Yes No Cbmmunity ID: wettana
Is the site significantly disturbed (Atypical Situation)? Yes No Transect ID:
Is the area a potential Problem Area? Yes No Plot ID: DP7
If needed, explain on reverse.
VEGETATION
Dominant Plant Species
1. Ligustmm sinense
2. Liquidambar styracii lua Stratum
shrub
tree Indicator
FAC
FAC+ Dominant Plant Species Stratum Indicator
9.
10.
3. Alnus sermlata
4. Juncus effusus tree
herb FACW
FACW+ 11.
12.
5. Ludwigia alternifolia herb OBL 13.
6. Acer nibrum tree FAC 14.
7. 15.
8. 16.
Percent of Dominant Species that are OBL, FACW or FAC
100%
Remarks:
More than 50% of dominants are FAC or wetter.
HYDROLOGY
Recorded Data (Describe in remarks):
- Stream, Lake or Tide Gauge
- Aerial Photographs
Other
X No Recorded Data Available Wetland Hydrology Indicators:
Primary Indicators:
_ Inundated
X Saturated in Upper 12 Inches
_ Water Marks
X Drift Lines
Field Observations: Sediment Deposits (on leaves)
X Drainage Patterns in Wetlands
Depth of Surface Water: N/A (in.) Secondary Indicators (2 or more required):
- Oxidized Root Channels in Upper 12 Inches
Depth to Free Water in Pit: N/A (in.) Water-Stained Leaves
X Local Soil Survey Data
Depth to Saturated Soil: 0 (in.) X FAC-Neutral Test
Other (Explain in Remarks)
Remarks:
Wetland hydrology indicators are p resent.
DP7 Page 1 of 2 3/2312004
SOILS
Map Unit Name
(Series and Phase): Helena sandy loam Drainage Class mod. well drained
Field Observations
Taxonomy (Subgroup): thermic Aq uiC Hapludults Confirm Mapped Type? Yes No
Profile Description:
Depth Matrix Color Mottle Colors Mottle Texture, Concretions,
(inches) Horizon (Munseli Moist) (Munsell Moist) Abundance/Contrast Structure, etc.
0-12 B 10YR 311 N/A N/A silt loam
Histosol _ Concretions
_ Histic Epipedon - High Organic Content in Surface Layer in Sandy Soils
Sulfidic Odor _ Organic Streaking in Sandy Soils
_ Aquic Moisture Regime X Listed on Local Hydric Soils List (Inclusions)
_ Reducing Conditions _ Listed on National Hydric Soils List
Gleyed or Low-Chroma Colors - Other (Explain in Remarks)
Remarks:
Hydric soil indicators are p resent.
WETLAND DETERMINATION
Hydrophytic Vegetation Present? My, No (Circle
Wetland Hydrology Present? No (Circle)
Hydric Soils Present? No Is this Sampling Point Within a Wetland? Ye No
Remarks:
Data point is representative of a jurisdictional wetland area.
Approved by HOUSACE 2192
DP7 page 2 of 2 3/23/2004
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: East Providence Capital Improvement Project Date: 03/17/04
Applicant: Charlotte Storm Water Services County: Mecklenburg
Investigator(s): Ron G. Johnson State: . NC
Do Normal Circumstances exist on the site? Yes No Community ID: uplan
d
Is the site significantly disturbed (Atypical Situation)? Yes No Transect ID:
Is the area a potential Problem Area? Yes No Plot ID: DP8
If needed, explain on reverse.
VEGETATION
Dominant Plant S ecies
1. Liquidambarstyraciflua
2. Hedera helix Stratum Indicator
tree FAC+
vine Dominant Plant Species Stratum Indicator
9.
10.
3. Lonicera japonica- vine -- FAC- 11.
4. Quercus alba tree FACU 12.
5. Juniperus virginiana tree FACU- 13.
6. 14.
7. 15.
8. 16.
Percent of Dominant Species that are OBL, FACW or FAC
20%
Remarks:
Less than 50% of dominants are
IiAC or wetter.
HYDROLOGY
Recorded Data (Describe in remarks):
- Stream, Lake or Tide Gauge
Aerial Photographs
_ Other
X No Recorded Data Available Wetland Hydrology Indicators:
Primary Indicators:
_ Inundated
Saturated in Upper 12 Inches
_ Water Marks
_ Drift Lines
Field Observations: Sediment Deposits (on leaves)
Drainage Patterns in Wetlands
Depth of Surface Water: N/A (in.) Secondary Indicators (2 or more required):
Oxidized Root Channels in Upper 12 Inches
Depth to Free Water in Pit: N/A (in.) _ Water-Stained Leaves
Local Soil Survey Data
Depth to Saturated Soil: >12 (in.) FAC-Neutral Test
Other (Explain in Remarks)
Remarks:
Wetland -hvdrology indicators are not present.
DP8 Page 1 Of 2 3123/2004
SOILS
Map Unit Name
(Series and Phase): Helena sandy loam Drainage Class mod. well drained
Field Observations
Taxonomy (Subgroup): thermic Ap nic Haplndnlts Confirm Mapped Type? Yes No
Profile Description:
Depth Matrix Color Mottle Colors Mottle Texture, Concretions,
(inches) Horizon IMunsell Moist) (Munsell Moist) Abundance/Contrast Structure, etc.
0-12 B 10YR 2/2 N/A N/A silt loam
_ Histosol _ Concretions
- Histic Epipedon _ High Organic Content in Surface Layer in Sandy Soils
_ Sulfidic Odor - Organic Streaking in Sandy Soils
- Aquic Moisture Regime Listed on Local Hydric Soils List (Inclusions)
- Reducing Conditions - Listed on National Hydric Soils List
Gleyed or Low-Chroma Colors - Other (Explain in Remarks)
Remarks:
Hydric soil indicators are not present.
WETLAND DETERMINATION
Hydrophytic Vegetation Present? Yes No (Circle
Wetland Hydrology Present? Yes N?o (Circle)
Hydric Soils Present? Yes Is this Samolino Point Within a Wetland? Yes No
Approved by HQUSACE 2192
DP8 Page 2 of ? 3/23/2004
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)

Project/Site: Past Providence Capital Improvement Project Date: 03/17/04
Applicant: Charlotte Storm Water Services County: Mecklenburg
Investigator(s): Ron G. Johnson State: NC
Do Normal Circumstances exist on the site? Yes No Community ID: wetian
d
Is the site significantly disturbed (Atypical Situation)? Yes No Transect ID:
Is the area a potential Problem Area? Yes No Plot ID: DP9
If needed, explain on reverse.
VEGETATION
Dominant Plant S ecies
1. Alnus serrulata Stratum
tree Indicator
FACW Dominant Plant Species Stratum Indicator
9. Liquidambar styracii lua tree FAC+
2. Smilax rotundifolia vine FAC 10.
3. Carpinus caroliniana tree FAC 11.
4. Juncus eff isus herb FACW+ 12.
5. Arundinaria gigantea herb FACW 13.
6: Rubus argutus herb FAC 14.
7. Salix nigra tree OBL 15.
8. Ligustrum sinense shrub FAC 16.
Percent of Dominant Species that are OBL, FACW or FAC
100%
Remarks:
More than 50% of dominants are FAC or wetter.
HYDROLOGY
_ Recorded Data (Describe in remarks):
_ Stream, Lake or Tide Gauge
- Aerial Photographs
_ Other
X_ No Recorded Data Available Wetland Hydrology Indicators:
Primary Indicators:
Inundated
X Saturated in Upper 12 Inches
X Water Marks
_ Drift Lines
Field Observations: X Sediment Deposits (on leaves)
X Drainage Patterns in Wetlands
Depth of Surface Water: N/A (in.) Secondary Indicators (2 or more required):
X Oxidized Root Channels in Upper 12 Inches
Depth to Free Water in Pit: N/A (in.) Water-Stained Leaves
X Local Soil Survey Data
Depth to Saturated Soil: Q (in.) X FAC-Neutral Test
Other (Explain in Remarks)
Remarks:
Wetland hydrology rology indicators are p resent.
DP9
Page l of .2
3/23/2004
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: East Providence Capital Improvement Project Date: 08/29/03
Applicant/Owner: Charlotte Storm Water Services County: Mecklenburg
Investigator(s): RGJ, KJK State: NC
Do Normal Circumstances exist on the site? Yes No Community ID: Wetland
Is the site significantly disturbed (Atypical Situation)? Yes No Transect ID:
Is the area a potential Problem Area? Yes No Plot ID: DP10
If needed, explain on reverse.
VEGETATION
Dominant Plant S ecies Stratum Indicator Dominant Plant Species Stratum Indicator
1. Liquidambar styracii lua tree FAC+ 9.
2. Acer rubrum tree FAC 10.
3. Smilex rotundifolia vine FAC 11.
4. Ouercusphellos tree FACW- 12.
5. Juncus effusus herb FACW+ 13.
6. Nyssa sylvan .ca tree FAC 14.
7. 15.
8. 16.
Percent of.Dominant Species that are OBL, FACW or FAC
100%
Remarks:
All of the dominant veg etation is FAC or wetter.
HYDROLOGY
Recorded Data (Describe in remarks):
- Stream, Lake or Tide Gauge
- Aerial Photographs
_ Other
X No Recorded Data Available Wetland Hydrology Indicators:
Primary Indicators:
Inundated
X Saturated in Upper 12 Inches
_ Water Marks
X Drift Lines
Field Observations: X Sediment Deposits (on leaves)
X Drainage Patterns in Wetlands
Depth of Surface Water: 00=1 (in.) Secondary Indicators (2 or more required):
- Oxidized Root Channels in Upper 12 Inches
Depth to Free Water in Pit: N/A (in.) _ Water-Stained Leaves
_ Local Soil Survey Data
Depth to Saturated Soil: 0 (in.) X FAC-Neutral Test
Other (Explain in Remarks)
Remarks:
Wetland hydrology indicators are p resent.
Routine On-Site Data Form Page I Of 2 3123/2004
SOILS
Map Unit-Name
(Series and Phase): Cecil sandy clay loam, 2 to 8% slo pes Drainage Class well drained
Field Observations
Taxonomy (Subgroup): thermic Typic Hapludults Confirm Mapped Type? Yes No
Profile Description:
Depth Matrix Color Mottle Colors Mottle Texture, Concretions,
(inches) Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure, etc.
00-33 A 10YR 3/1 N/A N/A silt loam
3-12 B 5Y 511 N/A N/A silt loam
- Histosol _ Concretions
_ Histic Epipedon _ High Organic Content in Surface Layer in Sandy Soils
X Sulfidic Odor _ Organic Streaking in Sandy Soils
- Aquic Moisture Regime _ Listed on Local Hydric Soils List (Inclusions)
_ Reducing Conditions _ Listed on National Hydric Soils List
X Gleyed or Low-Chroma Colors _ Other (Explain in Remarks)
Remarks:
Hydric soil indicators are p resent.
WETLAND DETERMINATION
Hydrophytic Vegetation Present? AYes No (Circle
Wetland Hydrology Present? No
(Circle)
Hydric Soils Present? No Is this Sampling Point Within a Wetland? Yes No
Remarks:
Approved by HQUSACE 2/92
Routine On-Site Data Form Page 2 Of 2 3/23/2004
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: East Providence Drive Capital Improvement Project Date: 08/29/03
Applicant/Owner: Charlotte Storm Water Services County: Mecklenbur_
Investigator(s): RGJ, KJK State: NC
Do Normal Circumstances exist on the site? Yes No Community ID: upland
is the site significantly disturbed (Atypical Situation)? Yes No Transect ID:
Is the area a potential Problem Area? Yes No Plot ID: DPll
If needed, explain on reverse.
VEGETATION
Dominant Plant Species
1. Liquidambarstyraciflua
2. Acer rubntm
3. Smilex rotundifolia Stratum Indicator
tree FAC+
tree FAC
vine FAC Dominant Plant Species Stratum Indicator
9.
10.1
11.
4. _Ouercus alba tree FACU 12.
5. Vitis rotundifolia vine -- 13.
6. 14.
7. 15.
8. 16.
Percent of Dominant Species that are OBL, FACW or FAC
75%
Remarks:
More than 50% of dominant ve
getation is FAC or wetter.
HYDROLOGY
_ Recorded Data (Describe in remarks):
- Stream, Lake or Tide Gauge
- Aerial Photographs
Other
No Recorded Data Available Wetland Hydrology Indicators:
Primary Indicators:
_ Inundated
_ Saturated in Upper 12 Inches
_ Water Marks
_ Drift Lines
Field Observations: _ Sediment Deposits (on leaves)
_ Drainage Patterns in Wetlands
Depth of Surface Water: N/A (in.) Secondary Indicators (2 or more required):
_ Oxidized Root Channels in Upper 12 Inches
Depth to Free Water in Pit: N/A (in.) _ Water-Stained Leaves
_ Local Soil Survey Data
Depth to Saturated Soil: >12 (in.) _ FAC-Neutral Test
Other (Explain in Remarks)
Remarks:
Wetland hydrology indicators are absent.
Routine On-Site Data Form Page I Of 2 3/23/2004
SOILS
Map Unit Name
(Series and Phase): Cecil sandy day loam, 2 to 8% slopes Drainage Class well drained
Field Observations
Taxonomy (Subgroup): thermic Ty pic Hapludults Confirm Mapped Type? Yes No
Profile Description:
Depth Matrix Color Mottle Colors Mottle Texture, Concretions,
(inches) Horizon (Munsell Moist (Munsell Moist) Abundance/Contrast Structure, etc.
0-12 B 10YR 3/3 N/A N/A silt loam
Histosol _ Concretions
_ Histic Epipedon - High Organic Content in Surface Layer in Sandy Soils
_ Sulfidic Odor _ Organic Streaking in Sandy Soils
_ Aquic Moisture Regime _ Listed on Local Hydric Soils List (Inclusions)
Reducing Conditions - Listed on National Hydric Soils List
_ Gleyed or Low-Chroma Colors - Other (Explain in Remarks)
Remarks:
Hydric soil indicators are absent.
WETLAND DETERMINATION
Hydrophytic Vegetation Present? Yes No (Circle
Wetland Hydrology Present? Yes
No (Circle
']?
Hydric Soils Present? Yes No Is this Samolino Point Within a Wetland? Yes No
Approved by HQUSACE 2/92
Routine On-Site Data Form Page 2 Of 2 312312004
NCDWO Stream Classification Form SCPI - Important Intermittent Stream A
Project Name: East Providence C.LP. River Basin: Catawba River County: Mecklenburg Evaluator(s): Gregory C. Antemann, PWS, Andrea Hughes, and Isaac Hinson'
' DWQ Project Number: Nearest Named Stream: Sixmile Creek Signature(s): 6 C/;
Date: 8/1/02 USGS QUAD: Matthews, NC Longitude: W80144'20" Latitude: N35'4'23"
yi
Location/Directions: From Charlotte, take Providence Road (NC-16)'south to McKee Rd. Turn left onto McKee Rd. and travel for approximately
1.5 miles to East Providence Drive. Turn right onto East Providence Drive and the project site is located within this neighborhood.
' "PLEASE NOTE: If evaluator and landowner agree that the feature is a man-made ditch, then use of this form is not necessary. Also, if in the best professional judgement of the evaluator, the
feature is a man-made ditch and not a modified natural stream-this rating system should not be used*
Primary Field Indicators: (Circle One Number Per Line)

I

1. Geomorpholoyv Absent Weak Moderate Strong
1) Is There A Riffle-Pool Sequence? 0 2 3
2) Is The USDA Texture In Streambed
Different From Surrounding Tenain?
0
1
®
3
3) Are Natural Levees Present? ® 1 2 3
4) Is The Channel Sinuous? 0 1 ® 3
5) Is There An Active (Or Relic)
Floodplain Present?
0
1
®
3
6) Is The Channel Braided? ® 1 2 3
7) Are Recent Alluvial Deposits Present? 0 1 2
8 Is There A Bankft l Bench Present? 0 1 3
9) Is A Continuous Bed & Bank Present? 0
(*NOTE. It-Bed & Bank Caused By Ditchin¢And WITHOUT Sinuosity Then Score=o*) 1 3
10) Is A 2" Order Or Greater Channel (As Indicated
On Topo Map And/Or In Field) Present?
Yes=3
Nof
PRIMARY GEOMORPHOLOGYINDICATOR POINTS:
II. Hydrology 14
Absent
Weak
Moderate
Strong
1) Is There A Groundwater
Flow/Discharge Present?
0
n
2
3
PRIMARYHYDROLOGYINDICATOR POINTS: 1
Secondary Field Indicators: (Circle One Number Per Line)
' 3) Does Topography Indicate A
Natural Drainage Way? 0
SECONDARY GEOMORPHOLOGY INDICATOR POINTS: I
1
1
1
II. Hydrology Absent Weak Moderate Strong
1) Is This Yeaz's (Or Last's) Leaflitter
Present In Streambed?
1.5
1
0.
0
2) Is Sediment On Plants (Or Debris) Present? 0 0.5 l 1.5
3 Are ' Wrack Lines Present? 0 0. 1 1.5
4) Is Water In Channel And >48 Hrs. Since
Last Known Rain? (*NOTE: If'Ditch Indicated In #9 Above Skin 0
This Step And #5 Below") 0. 1 1.5
5) Is There Water In Channel During Dry
Conditions Or In Growin Season)? 0 0®. 1 1.5
6) Are Hvdric Soils Present In Sides Of Channel (Or In Headcut)? Yes 1. No=O
SE'CONDARYHYDROLOGYINDICATOR POINTS: 4.5
111Are Fish Present? 0.5 1 1.5
2 Are Amphibians Present? 0.5 1 1.5
3 Are A uaticTurtles Present? 0.5 1 1.5
4 Are Crayfish Present? 0.5 1 1.5
5 Are Macrobenthos Present? 0.5 1 1.5
6 Are Iron Oxidizing Bacteria/Fun s Present? 0.5 1 1.5
7 Is Filamentous Algae Present? 0.5 1 1.5
8) Are Wetland Plants In Streambed? SAV Mostly OBL Mostly FACW Mostly FAC Mostly FACU Mostly UPL
(* NOTE: If Total Absence OJ'All Plants In Streambed 2 1 0:75 0.5 0 0
As Noted Above Skip This Step UNLESS SAV Present*)
SECONDARYBIOLOGYI VDICATOR POINTS: 0
' TOTAL POINTS (Primary + Secondary= 24.5 (If Greater Than Or Equal To 19 Points The Stream Is At Least Intermittent)
14
PRIMARYBIOLOGYINDICATOR POINTS: 4
NCDWO Stream Classification Form SCP2 - Unimportant Intermittent Stream A
' Project Name: East Providence C.I.P. River Basin: Catawba River County: Mecklenburg Evaluator(s): Gregory C. Ante., PWS, Andrea Hughes, and Isaac Hinson
DWQ Project Number: Nearest Named Stream: Sixmile Creek Signature(s): GC A?
Date: 8/1/02 USGS QUAD: Matthews. NC Longitude: W80° 44' 20" Latitude: N3514'23"
Location/Di ections: From Charlotte, take Providence Road (NC-16) south to McKee Rd. Turn left onto McKee Rd. and travel for approximately
1.5 miles to East Providence Drive. Turn right onto East Providence Drive and the project site is located within this neighborhood.
' *PLEASE NOTE: If evaluator and landowner agree that the feature is a man-made ditch, then use of thisform is not necessary. Also, if in the best professional judgement of the evaluator, the
feature is a man-made ditch and not a modifred natural stream-this rating system should not be used*
Primary Field Indicators: (Circle One Number Per Line)

1. Geomorphology Absent Weak Moderate Strong
1) Is There A Riffle-Pool Sequence? ® 1 2 3
2) Is The USDA Texture In Streambed
Different From Surrounding Terrain? 0 1 ?1 3
3) Are Natural Levees Present? ® 1 2 3
4) Is The Channel Sinuous? 0 nl 2 3
7
5) Is There An Active (Or Relic)
Ll

II. Hvdrolow Absent Weak Moderate Strong
1) Is There A Groundwater
' PRIMARY1MROLOGYINDICATORPOINTS._0
III. Biology Absent Weak Moderate Strong
1) Are Fibrous Roots Present In Streambed? 3 - 2 9 0

PRIMARYBIOLOGYINDICATOR POINTS: 4

Secondary Field Indicators: (Circle One Number Per Line)
' 3) Does Topography Indicate A
Natural Drainage Way? 0 1 1.5
SECONDARY GEOillORPHOLOGYINDICATOR POINTS: 0.5
II. Hydrology Absent Weak Moderate Strong
' 1) Is This Year's (Or Last's) Leatlitter
Present In Streambed? 1.5 1 00 0
2) Is Sediment On Plants (Or Debris) Present? Inl 0.5 1 1.5

4) Is Water In Channel And >48 Hrs. Since L J0 0.5 1 1.5
5) Is There Water In Channel During Dry u0 0.5 1 1.5
Conditions Or In Growing Season)?
6) Are Hvdric Soils Present In Sides Of Channel (Or In Headcut)? Yes 1: 1V0=0
SECONDARYHYDROLOGYINDICATOR POINTS: 2.5

1) Are Fish Present? 0.5 1 1.5
2) Are Amphibians Present? 0.5 1 1.5
3 Are A uaticTurtles Present? 0.5 1 1.5
4) Are Crayfish Present? 0.5 1 1.5
5 Are Macrobenthos Present? 0.5 1 1.5
6) Are Iron Oxidizing Bacteria/Fungus Present? 0.5 1 1.5
7) Is Filamentous Algae Present? 0.5 1 1.5

8) Are Wetland Plants In Streambed? SAV Mostly OBL Mostly FAC W Mostly FAC Mostly FACU Mostly UPL
(*NOTE. If Total Absence OfAll Plants In Streambed 2 1 0.75 0.5 0 0
As Noted Above Skip This SteD UNLESS SAV Present*).
SECONDARYBIOLOGYINDICATOR POINTS: 0
t TOTAL POINTS (Primary + Secondary= 20 (If Greater Than Or Equal To 19 Points The Stream Is At Least Intermittent)

(*NOTE. IfBed & Bank Caused By Ditchin2And WITHOUT Sinuosity Then Score=0*)
10) Is A 2°d Order Or Greater Channel (As Indicated
On Topo Map AndlOr In Field) Present? Yes=3 No f§
PRIMARY GEOMORPHOLOGYINDICATOR POINTS: I3
NCDWO Stream Classification Form SCP3 - Unimportant Intermittent Stream B
Project Name: East Providence C.I.P. River Basin: Catawba River County: Mecklenburg Evaluator(s): Gregory C. Ante., PWS, Andrea Hughes, and Isaac Hinson
' DWQ Project Number. Nearest Named Stream: Sixmile Creek Signature(s): &c.;
Date: 8/1/02 USGS QUAD: Matthews. NC Longitude: W80144' 20" Latitude: N35'4'23" Location/Directions: From Charlotte, take Providence Road (NC-16) south to McKee Rd. Tura left onto McKee Rd. and travel for approximately
1.5 miles to East Providence Drive. Turn right onto East Providence Drive and the project site is located within this neighborhood.
' xPLEASE VOTE: If evaluator and landowner agree that the feature is a man-made ditch, then use of this form is not necessary. Also, if in the best professional judgement of the evaluator, the
feature is a man-made ditch and not a modified natural stream-this rating system should not be•used*
Primary Field Indicators: (Circle One Number Per Line)
1. Geomorphology Absent Weak Moderate Strong
1) Is There A Riffle-Pool Sequence? ® I 2 3
' 2) Is The USDA Texture In Streambed
Different From Surrounding Terrain? 0 1 ® 3
3) Are Natural Levees Present? ® 1 2 3
5) Is There An Active (Or Relic)
I
H. Hydrology Absent Weak Moderate Strong
1) Is There A Groundwater
Flow/Discharge Present? ® 1 2 3
PRIMARY HYDROLOGYINDICATORPOINTS.• 0-

' Secondary Field Indicators: (Circle One Number Per Line)
1. Geomorphology
Absent Weak Moderate Strong
1) Is There A Head Cut Present In Channel? ® 0.5 1 1.5
2) Is There A Grade Control Point In Channel? ® 0.5 1 1.5
' 3) Does Topography Indicate A
Natural Drainage Way?
0
1
1.5
SECONDARY GEOMORPHOLOGY INDICATOR POINTS:
II. Hydrol? 0.5
Absent
Weak
Moderate
Strong
' 1) Is This Year's (Or Last's) Leaflitter
Present In Streambed?
1.5
1
0
0
2) Is Sediment On Plants (Or Debris) Present? ® 0.5 1 '1.5
3) Are Wrack Lines Present? 0 KA 1 1.5

4) Is Water In Channel And >48 Hrs. Since M 0.5 1 1.5
Last Known Rain? (*NOTE: IfDitch Indicated In #9 Above Skip This Step And #5 Below*)
5) Is There Water In Channel During Dry 0.5 1 1.5
Conditions Or In Growing Season)?
6) Are Hydric Soils Present In Sides Of Channel (Or In Headcut)? Yes 1. No=O

SECONDARYHYDROLOGYINDICATOR POINTS: 2.5
1 Are Fish Present? 0.5 1 1.5
2) Are Amphibians Present? 0.5 1 1.5
3 Are A uaticTurtles Present? 0.5 1 1.5
4 Are Crayfish Present? 0.5 1 1.5
5 Are Macrobenthos Present? 0.5 1 1.5
6) Are Iron Oxidizing Bacteria/Fungus Present? 0.5 1 1.5
7) Is Filamentous Algae Present? 0.5 1 1.5

3) Are Wetland Plants In Streambed? SAV Mostly OBL Mostly FAC W Mostly FAC Mostly FACU Mostly UPL
(* NOTE: If Total Absence OfAll Plants In Streambed 2 1 0.75 0.5 0 0
As Noted Above Skip This Step UNLESS SAV Present*).
SECONDARYBIOLOGYINDICATORPOINTS. 0
' TOTAL POINTS (Primary + Secondary)= 20 (If Greater Than Or Equal To 19 Points The Stream Is At Least Intermittent)

(*NOTE: If Bed & Bank Caused By Ditching And WITHOUT Sinuositv Then Score=0*)
10) Is A 2" Order Or Greater Channel (As Indicated
On Topo Map And/Or In Field) Present? Yes=3 NoA
PRIMARY GEOMORPHOLOGYINDICATOR POINTS: 13
PRIMARYBIOLOGYINDICATOR POINTS: 4
NCDWO Stream Classification Form SCP4 - Perennial Stream A
' Project Name: East Providence C.I.P. River Basin: Catawba River County: Mecklenburg Evaluator(s): Gregory C. Antemami. PWS, Andrea Hughes, and Isaac Hinson
DWQ Project Number: Nearest Named Stream: Sixmile Creek Signature(s): G s;4
Date: 8/1/02 USGS QUAD: Matthews, NC Longitude: W80'44'20" Latitude: N3514'23" xg'`° X J-4
Location/Directions: From Charlotte, take Providence Road (NC-16) south to McKee Rd. Turn left onto McKee Rd, and travel for approximately
1.5 miles to East Providence Drive. Turn right onto East Providence Drive and the proiect site is located within this neighborhood.
*PLEASE NOTE: If evaluator and landowner agree that the feature is a man-made ditch, then use of this form is not necessary. Also, if in the bestprofessional judgement of the evaluator, the
feature is a man-made ditch and not a modified natural stream-this rating system should not be used*
Primary Field Indicators: (Circle One Number Per Line)
I. Geomorphology Absent Weak Moderate Strong
1) Is There A Riffle-Pool Sequence? 0 ® 2 3
2) Is The USDA Texture In Streambed
3) Are Natural Levees Present? ® 1 2 3
4) Is The Channel Sinuous? 0 1 J? 3
'
5) Is There An Active (Or Relic)
Floodolain Present?
0
1
®
3
6) Is The Channel Braided? 0 N 2 3
7) Are Recent Alluvial Deposits Present? 0 1 2
8) Is There A Bankfull Bench Present? 0 ® 2 3
'
9) Is A Continuous Bed & Bank Present? 0
(*NOTE: If Bed & Bank Caused By DitchinQAnd WITHOUT Sfmwsity Then Score=0*) 1 © 3
10) Is A 2nd Order Or Greater Channel (As Indicated
On Two May And/Or In Field) Present?
Yes=3
No fM
' PRIMARY GEOMORPHOLOGYINDICATOR POINTS:
IT. Hydrology 14
Absent
Weak
Moderate
Strong
1) Is There A Groundwater
Flow/Discharge Present?
®
1
2
3
PRIMARYHYDROLOGYINDICATOR POINTS. 0
111. Biology
Absent
Weak
Moderate
Strong
1) Are Fibrous Roots Present In Streambed? 3 n? 1 0
2 Are Rooted Plants Present In Streambed? 2 1 0
3) Is Periphyton Present? 1 2 3
4) Are Bivalves Present? 1 2 3
PRIMARY BIOLOGYINDICATOR POINTS. 5
Secondary Field Indicators: (Circle One Number Per Line)
1. Geomorphology

Absent

Weak

Moderate

Strong
1) Is There A Head Cut Present In Channel? 0 0.5 1.5
2) Is There A Grade Control Point In Channel? 0 0.5 1.5
' 3) Does Topography Indicate A
Natural Drainage Way?
0
0.5
1.5
SECONDARY GEOMORPHOLOGYINDICATOR POINTS: 3
II. Hydrology Absent
Weak
Moderate
Strong
' 1) Is This Year's (Or Last's) Leaflitter
Present In Streambed?
1.5
0.5
0
2) Is Sediment On Plants (Or Debris) Present? fnl 0.5 1 1.5
I
4) Is Water In Channel And >48 Hrs. Since 0 0.1 1 1.5
Last Known Rain? (*NOTE.- If'Ditch Indicated In #9 Above Skip This Step And #5 Below*)
5) Is There Water In Channel During Dry 0 Q 1 1.5
Conditions Or In Growin Season)?
6) Are Hvdric Soils Present In Sides Of Channel (Or In Headcut)? Yes 1. No=0

SECONDARYHYDROLOGYINDICATOR POINTS: 4.5

I
' TOTAL POINTS (Primary + Secondary= 28 (If Greater Than Or Equal To 19 Points The Stream Is At Least Intermittent)
7
7) Is Filamentous Algae Present? ® 0.5 1 1.5
8) Are Wetland Plants In Streambed? SAV Mostly OBL Mostly FAC W Mostly FAC. Mostly FACU Mostly UPI,
(* NOTE. 0 Total Absence OfAll Plants In Streambed 2 1 0.75 0.5 0 0
As Noted Above Skip This Step UNLESS SAY Present*).
SECONDARYBIOLOGYINDICATORPOINTS:.• L5
NCDWQ Stream Classification Form SCP5 - Perennial Stream C
' Project Name: East Providence C.I.P. River Basin: Catawba River County: Mecklenburg Evaluator(s): Gregory C. Antemann. PWS, Andrea Hughes, and Isaac Hinson
DWQ Project Number. Nearest Named Stream: Sixmile Creek Signature(s): ( r-.#
TS
Date: 815102 USGS QUAD: Matthews. NC Longitude: W80'44'20" Latitude: N35'4' 23" \Iqly%
Location/Directions: From Charlotte, take Providence Road (NC-16) south to McKee Rd. Turn left onto McKee Rd. and travel for approximately
1.5 miles to East Providence Drive. Turn right onto East Providence Drive and the proiect site is located within this neighborhood.
*PLEASE NOTE: If evaluator and landowner agree that the feature is a man-made ditch, then use of this form is not necessary. Also, if in the best professional judgement of the evaluator, the
feature is a man-made ditch and not a modified natural stream-this rating system should not be used*
Primary Field Indicators: (Circle One Number Per Line)
1. Geomorphology Absent Weak Moderate Strong
1) Is There A Riffle-Pool Sequence? 0 1 ® 3
2) Is The USDA Texture In Streambed
Different From Surrounding Terrain?
0
1
®
3
3) Are Natural Levees Present? 0 ® 2 3
4) Is The Channel Sinuous? 0 1 ® 3
5) Is There An Active (Or Relic)
Floodplain Present?
0
1
®
3
6) Is The Channel Braided? ® 1 2 3
7 Are Recent Alluvial Deposits Present? 0 1 2
8) Is There A Bankfnll Bench Present? 0 1 2
9) Is A Continuous Bed & Bank Present? 0
CNOTE. If Bed & Bank Caused By Ditching And WITHOUT Sinuosity Then Score=0*) 1 2
10) Is A 2nd Order Or Greater Channel (As Indicated
On Topo Map AndlOr In Field) Present?
Yes=3
Nofffi
PRIMARY GEOMORPHOLOGYINDICATOR POINTS.
II. Hydrology I8
Absent
Weak
Moderate
Strong
1) Is There A Groundwater
Flow/Discharge Present?
0
1
2
5
I
I
I
I
PRIMARYHYDROLOGYINDICATOR POINTS: 3

' Secondary Field Indicators: (Circle One Nmnber Per Line)
1. Geomorphology
' 3) Does Topography Indicate A
Natural Drainage Way? 0
SECONDARY GEOMORPHOLOGYINDICATOR POINTS: 3.5
II. Hydrology Absent Weak Moderate Strong
' 1) Is This Year's (Or Last's) Leaflitter
Present In Streambed? 1.5 0.5 0
7i rc q";m,,t n„ Ptnntc !n, T)PI-i; ? P--f9 n n c (1 i a

4) Is Water In Channel And >48 Hrs. Since 0 0.5 1 1L?
Last Known Rain? (*NOTE. IfDitch Indicated In #9 Above Skip This Step And 45 Below*)
5) Is There Water In Channel During Dry 0 0.5 1
Conditions Or In Growing Season)?
6) Are Hydric Soils Present In Sides Of Channel (Or In Headcut)? Yeses No=O

SECONDARYHYDROLOGYINDICATOR POINTS: Z5

TOTAL POINTS (Primary +Secondary)= 43 (If Greater Than Or Equal To 19 Points The Stream Is At Least Intermittent)

PRIMARYBIOLOGYINDICATOR POINTS: 6
8) Are Wetland Plants hi Streambed? SAV Mostly OBL Mostly FACW Mostly FAC Mostly FACU Mostly UPL
(* NOTE: If Total Absence Of All Plants In Streambed 2 1 0.75 0.5 0 0
As Noted Above Skip This Step UNLESS SA VPresent*).
SECONDARYBIOLOGYINDICATOR POINTS. - 5
NCDWO Stream Classification Form SCP6- Perennial Stream C
' Project Name: East Providence C:I.P. River Basin: Catawba River County: Mecklenburg Evaluator(s): Gregory C. Antemann, PWS, Andrea Hughes, and Isaac Hinson
DWQ Project Number: Nearest Named Stream: Sixmile Creek Signature(s): (o &4 -Y-?
Date: 8/5/02 USGS QUAD: Matthews, NC Longitude: W80o 44' 20 Latitude: N35'4' 23"
Location/Directions: From Charlotte, take Providence Road (NC-16) south to McKee Rd. Turn left onto McKee Rd. and travel for approximately
1.5 miles to East Providence Drive. Turn right onto East Providence Drive and the nroiect site is located within this neighborhood. .
*PLEASE NOTE: If evaluator and landowner agree that the feature is a man-made ditch, then useeof this form is not necessary. Also, if in the best professional judgement of the evaluator, the
feature is a man-made ditch and not a mod(fled natural stream-this rating system should not be used•
Primary Field Indicators: (Circle One Number Per Line)
I. Geomorphology Absent Weak Moderate Strong
' 1) Is There A Riffle-Pool Sequence? 0 1 ® 3
2) Is The USDA Texture In Streambed
n:u ..e.,. V..,..,, a,...,....,a:.,.. -re...,:.,? n t n,
3) Are Natural Levees Present? ® 1 2 3
4) Is The Channel Sinuous? 0 1 2
5) Is There An Active (Or Relic)
Floodplain Present?
0
1
1?
3
6) Is The Channel Braided? ® 1 2 3
7) Are Recent Alluvial Deposits Present? 0 1 2 2
8 Is There A Banldull Bench Present? 0 1 3
9) Is A Continuous Bed & Bank Present? 0
(*NOTE: IfBed & Bank Caused By Ditching And WITHOUT Sinuosity Then Score=0*) 1 3
10) Is A 2" Order Or Greater Channel (As Indicated
On Topo Map And/Or In Field) Present?
Yes=3
Nofa
PRIMARY GEOMORPHOLOGYINDICATOR POINTS:
II. Hydrology 16
Absent
Weak
Moderate
Strong
1) Is There A Groundwater
Flow/Discharge Present?
0
nl
2
3
PRIMARYHYDROLOGYINDICATOR POINTS: I
Secondary Field Indicators: (Circle One Number Per Line)
1. Geomorphology
--
3) Does Topography Indicate A
Natural Drainage Way? 0
SECONDARY GEOMORPHOLOGY-INDICATOR POINTS: 3.5
' II. Hydrology Absent Weak Moderate Strong
1) Is This Year's (Or Last's) Leaflitter
Present In Streambed? 1.5 0.5 0
- r., --- - ---- in- --- n 51
' 4) Is Water In Channel And >48 Hrs. Since 0 10.1 1 1.5
Last Known Rain? (*NOTE. 1{Ditch Indicated In #9 Above Skip This Step And #S Below*)
5) Is There Water In Channel During Dry 0 0®. 1 1.5
Conditions Or In Growing Season)?
6) Are Hydric Soils Present In Sides Of Channel (Or In Headcut)? Yes 1. 1V0=0
' SECONDARYHYDROLOGYINDICATORPOINTS. 5.5
III. Bloloi?y Absent Weak Moderate Strong

TOTAL POINTS (Primary +Secondary)= 32 (If Greater Than Or Equal Td 19 Points The Stream Is At Least Intermittent)
I
PRIMARYBIOLOGYINDICATORPOINTS. 4
6 Are Iron Oxidizing Bacteria/Fungus Present? 0.5 1 1.5
7) Is Filamentous Algae Present? 0.5 1 1.5
8) Are Wetland Plants In Streambed? SAV Mostly OBL Mostly FAC W Mostly FAC Mostly FACU Mostly UPL
(* VOTE: 1f"Total Absence Of All Plants In Streambed 2 1 0.75 0.5 0 0
As Noted Above Skip This Step UNLESS SAV Present*).
SECONDARYBIOLOGYINDICATOR POINTS: 2
NCDWO Stream Classification Form SCP7 - Unimportant Intermittent Stream D
Project Name: East Providence C.I.P. River Basin: Catawba River County: Mecklenburg Evaluator(s): Gregory C. Antemann, PWS, Andrea Hughes, and Isaac Hinson
DWQ Project Number. Nearest Named Stream: Sixmile Creek Signature(s): 6 LA + TTY!
Date: 8/5/02 USGS QUAD: Matthews. NC Longitude: W80d 44' 20 Latitude: N350 4' 23"
Location/Directions: From Charlotte, take Providence Road (NC-16) south to McKee Rd. Turn left onto McKee Rd. and travel for approximately
1.5 miles to East Providence Drive. Turn right onto East Providence Drive and the project site is located within this neighborhood.
*PLEASE NOTE: If evaluator and landowner agree that the feature is a man-made ditch, then use of this form is not necessary. Also, if in the best professional judgement of the evaluator, the
feature is a man-made ditch and not a modified natural stream-this rating system should not be used*
Primary Field Indicators: (Circle One Number Per Line)
1. Geomorphology Absent Weak Moderate Strong
1) Is There A Riffle-Pool Sequence? ® 1 2 3
2) Is The USDA Texture In Streambed
5) Is There An Active (Or Relic)
6) Is The Channel Braided? ® 1 2 3
7) Are Recent Alluvial Deposits Present? 0 n 2 3
9) Is A Continuous Bed & Bank Present? 0 © 2 3
(*NOTE: IfBed & Bank Caused By Ditchine And WITHOUT Sinuosity Then Score=0*)
10) Is A 2nd Order Or Greater Channel (As Indicated
On Two Map And/Or In Field) Present? Yes=3 No=U
PRIMARY GEOMORPHOLOGYINDICATOR POINTS: 5
II. Hydrology Absent Weak Moderate Strong
1) Is There A Groundwater
PRIMARYHYDROLOGYINDICATOR POINTS: 0
' Secondary Field Indicators: (Circle One Number Per Line)
1. Geomorphology Absent Weak Moderate Strong
1) Is There A Head Cut Present In Channel? 0 0.5 N 1.5
2) Is There A Grade Control Point In Channel? ® 0.5 1 1.5
3) Does Topography Indicate A
Natural Drainage Way? 0 1 1.5
SECONDARY GEOMORPHOLOGYINDICATOR POINTS: L5
II. Hydrology Absent Weak Moderate Strong
11) Is This Year's (Or Last's) Leaflitter
Present In Streambed? 1.5 0.5 0
21 Ts Sediment On Plants (nr l?ehrisl Pmsent9 0 () 'i in 1 5
i
i
i
4) Is Water In Channel And >48 Hrs. Since 10 0.5 1 1.5
Last Known Rain? (VOTE: IfDitch Indicated In #9 Above Skip This Step And #5 Below*)
5) Is There Water In Channel During Dry 0.5 1 1.5
Conditions Or In Growing Season)?
6) Are Hvdric Soils Present In Sides Of Channel (Or In Headcut)? Yes4l-. Na=0
SECONDARYHYDROLOGYINDICATOR POINTS: 4.5
1 Are Fish Present? 0.5 1 1.5
2) Are Amphibians Present? 0.5 1 1.5
3 Are A uaticTurtles Present? 0.5 1 1.5
4 Are Crayfish Present? 0.5 1 1.5
5 Are Macrobenthos Present? 0.5 1 1.5
6 Are Iron Oxidizin Funegs Present? 0.5 1 1.5
7 Is Filamentous Algae Present? 0.5 1 1.5
8) Are Wetland Plants In Streambed? SAV Mostly OBL Mostly FACW Mostly FAC Mostly FACU Mostly UPI,
(* NOTE: If'Total Absence Of All Plants In Streambed 2 1 0.75 0® 0 0
As Noted Above Skip This Step UNLESS SA V Present*).
SECONDARYBIOLOGYINDICATOR POINTS: 0.5
' TOTAL POINTS (Primary + Secondary= 16.5 (If Greater Than Or Equal To 19 Points The Stream Is At Least Intermittent)
PRIMARYBIOLOGYINDICATOR POINTS: 5
OFFICE USE ONLY: USACE AID# DWQ #
SCP1-I mP®rtant Intermittent Stream A
STREAM QUALITY ASSESSMEENT WORKSHEET
1. Applicant's Name: Charlotte Storm Water Services 2. Evaluator's Name: Ron G. Johnson, WPIT
3. Date of Evaluation: 3/18/04 4. Time of Evaluation.: 4:00 pm
5. Name of Stream: Unnamed tributary to Sixmile Crk. 6. River Basin: Catawba
7. Approximate Drainage Area: 7.5 Acres 8. Stream Order: second
9. Length of Reach Evaluated: 2101f 10. County: Mecklenburg
11. Location of reach under evaluation (include nearby roads and landmarks): From Charlotte, take Providence Road (NC-16) south
to McKee Rd. Turn left onto McKee Rd. and travel for approximately 1.5 miles to East Providence Drive. Turn right onto East
Providence Drive and the protect site is located within this neighborhood.

12. Site Coordinates (if known): W80044'20" N3504'23"
13. Proposed Channel Work (if any):
14. Recent Weather Conditions: Rain within 48 hours
15. Site conditions at time of visit: 60° Sunny
16. Identify any special waterway classifications known: -Section 10 -Tidal Waters -Essential Fisheries Habitat
-Trout Waters -Outstanding Resource Waters Nutrient Sensitive Waters -Water Supply Watershed IV (I-IV)
17. Is there a pond or lake located upstream of the evaluation point? YES If yes, estimate the water surface area:
' 18. Does channel appear on USGS quad map? YE NO 19. Does channel appear on USDA Soil Survey? YES NO
20. Estimated Watershed Land Use: 80 % Residential % Commercial % Industrial % Agricultural
20 % Forested % Cleared / Logged % Other ( )
21. Bankfull Width: 3' 22. Bank Height (from bed to top of bank): 2-3'
23. Channel slope down center of stream: X Flat (0 to 2%) 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.
I Total Score (from reverse): 45 Comments:

u

Evaluator's Signature Date 3
;cc== Zz.3/d
This channel evaluation form is ' tended 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 05103. To Comment, please call 919-876-8441 x 26.
1
STREAM QUALITY ASSESSMENT WORKSHEET
SCP1- Important Intermittent Stream. A
1, OREGIDN POINT R-VN(I
(nastal' ? ? Piedmont >lountar)
- Presence. of 11111°, persistent pools ill Scream
?, ?,? ,I n..,;?I??,rY-, Il t ,?r-,- ,1 •,? = a:: ?IZiT;L;; ? ) Il:-?? I
F? idcncc o' past human .dicrahon n
h ,
;
- _
..,_ t1 r - f): 1, 1(1"!-"I ;a - I IOLi'r ) ?1 -
-
Rip,11 ia1) cone --
,
IT C1 t1,Jf- ?r I._u(?u -
V?idencc of nulrientor chemical dischar,rc", -
4- Il -L- -

ll -

r
- fP?. LL!sCll .[?L:- I- ,t'.I- T °? : h ti.-CrlLttl 1 r71LI TI I - 1 l
1 -} ?
Presence of Idjnecnt floodplain

- Ent) cncliml at " lloodplaln access
• li - ,
TI C-?-T il?;lJU,n dI'7?. 1i L, ?I1i 1 i) s fI ?
1) lts lI1Ce Ut ldi Ll l`fIC lCLt nds
-
t10 -
t_?h.inll Cl 1lnnotillN - --
-4
? ?• ._? _11 ?f1;1 ?_'a!. l - li_ ;1:11 LL1 ;T? II _I1??1T ?17Cu. '?.?III I_?I
- - '
? tiCdlnl Clll 1RpUt --- - --- i --- - - . - --- - - - -
li
i?

_
IT) r,
_
-
-
?ILe & dnclrsit% ofehanllel bed sn1)srr_Ire
-
I[1?_ «.? '.?•'??-?i' ll;: - ?
1 11 L!I61_? r, I' C; I
-
11-N idenl L of ch Inncl Incision or w iduliw-, - - -- - - - ?-
?
- Prea'nCU I I f In I Ir h;III faiiI I re -

Root dcpt6 u1d dulsiCN on hanks
if I r--UJ - I" I ??.IIli ,. - -
f - lnlpaCT 1)A 16'. r IC. l l l t l i r u Or II?'t, ICk. p r o 4 11Ci-I rlrl _ i- - -
f.llli;:il T':LC
Presence of riftlc-p;lol, ripple-pool ilaI aI colnIII xit? --
I i-I, II
t 1 '1 'I li I X1:1(- 1 Clot..! 11 C,tl- 1.1;1`'..1 'I;!i;
M
- ('uu1 1? cn%1 I Lie oil r s11 -k unhed
f - -
;_dLn_ T r, ul n t 1, I, ma Ir<)
- uhsft.lte enlhclldedness -- --
3
2
Prescncc olstre:lnl imcrtcbratcs Q
TI, Pc c•,+rn?L f anlphlbr fns.
:. -- Q
Prescncc of h,b
IIIT11 I.._ I 'li`. Q
I11t3f Pollll? {?ti??lblc - ,?i! - ?l,fl. i
-T0I VI _. ?)Ill 1 1,-I ??I -- - --? 45
These characteristics are not assessed in coastal streams.
i
SC0RF i'
2
2
2
_2
3 '
1
3 '
3 '
2
2 '
1
3
3
2
4
3
2
..... ?..-- ......---.... -...... .....
--
OFFICE USE ONLY: USACE AID# DWQ #
SCP2 .- Unimportant Intermittent Stream A
. R 1 M +
STREAM QUALITY ASSESSMENT WORKSHEET,
1. Applicant's Name: Charlotte Storm Water Services 2. Evaluator's Name: Ron G. Johnson WPIT
3. Date of Evaluation: 3/18/04 4. Time of Evaluation: 4:00 pm
5. Name of Stream: Unnamed tributarv to Sixmile Crk. 6. River Basin: Catawba
7. Approximate Drainage Area: 21 Acres 8. Stream Order: first
9. Length of Reach Evaluated: 8951f 10. County: Mecklenburg
11. Location of reach under evaluation (include nearby roads and landmarks): From Charlotte, take Providence Road (NC-16) south
to McKee Rd. Turn left onto McKee Rd. and travel for approximately 1.5 miles to East Providence Drive. Turn right onto East
Providence Drive and the project site is located within this neighborhood.
12. Site Coordinates (if known): W80° 44' 20" N35° 4' 23"
13. Proposed Channel Work (if any):
14. Recent Weather Conditions: Rain within 48 hours
15. Site conditions at time of visit: 60° Sunnv

16. Identify any special waterway classifications known: -Section 10 -Tidal Waters -Essential Fisheries Habitat
-Trout Waters -Outstanding Resource Waters Nutrient Sensitive Waters -Water Supply Watershed IV (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? YE NO 19. Does channel appear on USDA Soil Survey? YES NO
20. Estimated Watershed Land Use: 80 % Residential % Commercial % Industrial _% Agricultural
20 % Forested _% Cleared / Logged % Other ( )
21. Bankfull Width: 3-4' 22. Bank Height (from bed to top of bank): 1-2'
' 23. Channel slope down center of stream: X Flat (0 to 2%) Gentle (2 to 4%) -Moderate (4 to 10%) -Steep (>10%)
24. Channel Sinuosity: Straight -Occasional Bends X 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 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): 47 Comments:

Evaluator's Signature Date -?/Z-? lo"/
This channel evaluation form is inters ed to be used only as a guide to assist landowners and envirmental 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 ASSESSMEN'T' WORKSHEET '
- SCP2 -Unimportant Intermittent Stream A
SC0R-1
l nasrcL Pirdnwtat llount.iin ?i
Pre?cnce 4 tlmw )ersistenr lool, ill titremii
- 2
;1? r , --rsciILL?1 t.,'Il - i) ,,. 1
1 1 11

'
E? ulcncc (i past hilmaa alteration
r
I -
?-
- 2
Riparian iotte _
2

1? ?idcncc of IlUrricnt Ur clacuaicaldisch ar'-'es _
v
? s 2.
= Grn
unil?F?t[et di?cfitt rc
_ _ -? 3
PrN9COCu of uljaccllf loodplain
??,l
Rttil -
a\
L
1
.
.
.
_ F:iat(crachrncntif7oodplalnaccess
- .? 3

_ CyucII Ili. tIP' - I.1 1 T1 111°! -
-
? I'l(scn(
( nt
tdj tc
ut
Ftie
I ul(lS
\ L
`
l
I
a-- u
' u ? 3
`
` i : n intsl
u,; nc
_
C?laanncl tiuauusitc I

? - - 3
??1 -?I1?u?I i ,?i r_- ?
i: l.u?rr,u 1.? ?.1?ic_ n1,,>. r,• ?t?i
-- ?
Ul1lll?nt IIl )nY I
2
fl--
','1??
?,azc d i N cr,SIC? Ui chapllCl h(-.d 'uhstrare -?

I t IdC11lC ,)t l'h I?I1(`i ll1C l?1OIl ql- 111dllllll;_T - _ ? -
3

Pr( "c ncc ul fll:t Ul h,llal, t lilureS -- -- - ---- -

Rnot do nth nul dua?it? on h.
l
14 ± ?3
.? „ r<<
- , Impact h% ?riculfure or li?c-swci< prodilctiml
_ 4
.
Ite"wnec of t'ftlc floo ua
L alc-pool complex(
E l [ s

i

I

llahu a colnplc?ii? -- --- -

ailop co%ul oVcr "Ircalnhccl
2
-
- - ?nbsta lrc ell lh<ddcdncti? -- ---- - -
- 2

PCI?U]CC nl tirrcanl une?auhratcs '

i 0

'I csencc of :unpluhl ua?
0
r if a 1L 1.
Plcscncr II t ti h

FN i(tence of iIdlifc I lsc

--lr?raLPciinta Pu?sihlc ('I(I ( (?

* These ch aracteristics are not assessed in coastal streams.
2
..._.._........ _._..__ ............ ........ .-................... ..._........................... _.._...__.-...-........ _....... ......
...-- ...... - - ._....._..._ ....._...-- - - --- -...----- -= -
OFFICE USE ONLY: USACE AID# DWQ #
' SCF3 - Unimportant Intermittent Stream B
. S'C'REAM QUALITY ASSESSMENT WO S +E+ T
1. Applicant's Name: Charlotte Storm Water Services 2. Evaluator's Name: Ron G. Johnson, WPIT
' 3. Date of Evaluation: 3/18/04 4. Time of Evaluation: 4:00 pm
5. Name of Stream: Unnamed tributary to Sixmile Crk. 6. River Basin: Catawba
7. Approximate Drainage Area: 17 Acres 8. Stream Order: first
9. Length of Reach Evaluated: 8561f 10. County: Mecklenburg
11. Location of reach under evaluation (include nearby roads and landmarks): From Charlotte, take Providence Road (NC-16) south
to McKee Rd. Turn left onto McKee Rd. and travel for approximately 1.5 miles to East Providence Drive. Turn right onto East
Providence Drive and the project site is located within this neighborhood.
12. Site Coordinates (if known): W800 44' 20" N35"4'23"
13. Proposed Channel Work (if any)-
14. Recent Weather Conditions: Rain within 48 hours
15. Site conditions at time of visit: 60° Sunny
16. Identify any special waterway classifications known: -Section 10 -Tidal Waters -Essential Fisheries Habitat
-Trout Waters Outstanding Resource Waters Nutrient Sensitive Waters -Water Supply Watershed IV (I-IV)
17. Is there a pond or lake located upstream of the evaluation point? YES NO If yes, estimate the water surface area:
r 18. Does channel appear on USGS quad map? YE NO 19. Does channel appear on USDA Soil Survey? YES NO
20. Estimated Watershed Land Use: 80 % Residential % Commercial % Industrial % Agricultural
' 20 % Forested _% Cleared / Logged % Other ( )
21. Bankfull Width: 2-5' 22. Bank Height (from bed to top of bank): 1'
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): 49 Comments:
Evaluator's Signature Date .J!9 % - 1K This channel evaluation form is inte ed to be used only as a guide to assist landowners an envir nmental 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 05103. To Comment, please call 919-876-8441 x 26.
1-
S'C'REAM QUALITY ASSESSMENT WORKSHEET
SCP3 -Unimportant Intermittent Stream 7B
( t? ?.Z A ii'1?r s?.til ??`? Coastal --CR 1?
Piedmont liountain
Presence of Him, pcrstttentpools ill sttt to n
1, Nidc11Cc of past hunlai1 tftcration _
L_- ' (r'tit? ? u?L??:trtcn '_ ? Lltc?_. ? n: n ?_ pcrnL?) I ? ? I
Rip 1r ian Lone - - -
h„f,u?? n? ?ru?_inr rin[?I !
1 ? idenee of nur ient of rheniie tl diselt o res ?- 2
I
J? l,tr ^_?_`, -?): ? ??I??;? zl ?'"?.- lLl.,. ?i iL CS -
-- - - ( t?ruu?l?F?>CCr disc h ti t -- -- -
ir?;_,1a 7-,z T
=ri ;n:.r art;,
Presence of mijacent iloodplain
f n - 2
? i iUt ??I I;UiI ?): ? ?!: 1C ,.lhl Ilrl. = 1 t nVll 1 ? r
I?.nn enchnteni tloodplain teecss s n 3
--Preseacc of, <uijarrur.sN ctlands -- - --- - --?- -- I --- --- I
?- ?,- 3
I
Channel wnuostr?
2
ti
ntlirnent itt Dui - --! - ?? n 2
t Ll: 1111<;
Svc & drnca-sitN ul rh frond hcd sub?tt r[e
I
2
L\ idenc of `channel mw moll of- NN ide n iii
4
V sertcL of ut.tjor
1 Root deprh .ind drnsrl? on ,t uths
- . r 3
' I Inurrct lip t_riculturc r;r n?csroc!; pt-oduction '? ?? ;? 4
Pt( "cnct, of hoi I Iipplc- pool roniplc xs
3
?11fly ?l 1, ,{= ?,?:,`? Ilahn a ?•umpl? yin --- - ?-- -
3
(.auopv cn r a??e o? i?r str eamhcrl - - 2
L,.Ll' ) "." rl,_:. 111
lllhrd(full rncss - -
?.a_. 2
l'rescncc of sn-cam in?crtrfiratcs _ ,?_ .i c - i 1'11 1 ?.:? T11,1: 0
it
lL?!
0
T
'- - , Pr ustnce of fish _ -- - - - -
-- - - 0
1??idcltcCofiIdIitr nse - -
T(1t.tl I oini, Lnt cr,; ,?
1 rs:ihlu
14)T_! 1_ ?t RF 49
These characteristics are not assessed in coastal streams.
i
OFFICE USE ONLY: USACE AID# DWQ #
SCP4 - Perennial Stream A
STREAM QUALITY ASSESSMENT WORKSHEET
1. Applicant's Name: Charlotte Storm Water Services 2. Evaluator's Name: Ron G. Johnson, WPIT
3. Date of Evaluation: 3/18/04 4. Time of Evaluation: 4:00 pm
5. Name of Stream: Unnamed tributary to Sixmile Crk. 6. River Basin: Catawba
7. Approximate Drainage Area: 96 Acres 8. Stream Order: second
9. Length of Reach Evaluated: 5901f 10. County: Mecklenburg
11. Location of reach under evaluation (include nearby roads and landmarks): From Charlotte, take Providence Road (NC-16) south
to McKee Rd. Turn left onto McKee Rd. and travel for approximately 1.5 miles to East Providence Drive. Turn right onto East
Providence Drive and the proiect site is located within this neighborhood.
12. Site Coordinates (if known): W80"44'20" N3504'23"
13. Proposed Channel Work (if any):
14. Recent Weather Conditions: Rain within 48 hours
15. Site conditions at time of visit: 60° Sunny
16. Identify any special waterway classifications known: -Section 10 -Tidal Waters -Essential Fisheries Habitat
-Trout Waters Outstanding Resource Waters Nutrient Sensitive Waters -Water Supply Watershed IV (I-IV)
17. Is there a pond or lake located upstream of the evaluation point? (& NO If yes, estimate the water surface area: 0.37 ac.
18. Does channel appear on USGS quad map? YE NO 19. Does channel appear on USDA Soil Survey? YES NO
20. Estimated Watershed Land Use: 80 % Residential % Commercial _% Industrial % Agricultural
20 % Forested % Cleared / Logged % Other
21. Bankfull Width: 3' 22. Bank Height (from bed to top of bank): 1-2'
23. Channel slope down center of stream: -Flat (0 to 2%) X Gentle (2 to 4%) -Moderate (4 to 10%) -Steep (>100/0)
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): 53 Comments:
Evaluator's Signature Date
This channel evaluation form '`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 05103. To Comment, please call 919-876-8441 x 26.
1
STREAM QUALITY ASSESSMENT WORKSHEET
SCP4 - Perennial Stream A _
'S C, R E
C uastal 1 iednlonr 3luuntain
Presence of lToly ? persv rcnt pools in
?trc.im

1, .. ;II trLII-d11t 11 - ?) _? u', II,L:1 f I r,t, I. - -
- -
Fvidencc of past h1Inrlll alteration

LIC;.LtLi 1 T .11 ?,'1'1Itl r -1111" IJ 11111, 1
L [hp Irian ions - -- -- ---

I11:' I (IIF?'r-1?;
I ?Iderice of fill h icnt 4U cncllli tl disc hal,cs _
I
(c.:ct?r I?.c ?i ? ?I,7r_rc ? I' n, ?il??c[l 1, ?? ? - r1t.L. I?4_I[7t? 1 I i

1 -11 cl c_I:= Into
- `"? I ? PreSCncc nfadjaccnt tloodplai? ?
I-io ill u»1?,?? - ? I? >>sl?•. I I , -,1it I<un- ll 1 ?: r,;?nr 1 -
--- --
i;ntr encluncnt ' Iloodplaln ieces" -
? I
-
l'! csencc n! adj ucnl «c tl unla - --- I I I I l
i[1?:? X11 _ . I?If It I C CI.I-I?l.' - 11 It F l
h.LI7nCl SIIIIII) Ili
?I
.11: 1 .. l I-nn11.1 1, I? 11,1 III T.If III. :: IIQCI -= I11!1'•: h, 1111, - - -
Ccdirncnt input
? ? i
]I? I II 1? 1-
T
?.

Il

tilic & cti?crtiit) of Leh Innel hcd Sull,uatc --- -

_
i_Lt '?c .I S=.C , I l . ? IIII;) Ii I1 -
?
1'_GldPIlCc of Chan IICI InCltilo11 rlr IdCIII Il,-?
? -- -?
_ 4
PreJCnCe Of major 11a111. failures _
?
Lool depth 11)41 dcll?il\
- 41n IYI111?ti
'.
Tit` I
Impact I- ICIIlI LI FI' O! IIAc:>r4)Ck 1) 1-11 d It IC I Io II II _

-
-
r
I
t
1-
I,
, ?t ?.e
-
?
cc nl r iiH l)(d I ! ) )Ic-
PI c"
c
n
i E E Pool co nlplc
I
- -
?' ? Ilahlr t1- cnnlpletit?
- r, II
= ? :ulopv co?cl ICe over streanlhl?d

?ubslraft? enlheddcdliesti

i'resence ni sh-e_Im in?hrtebraecs

ncc ut- [w 111d i ul,

- -
- -
-
,
Nll"crtcc of tislt
--- --
?. - - , -

2
2
2
2
3
2
2
4
3
2 '
1
3
3
43
4 '
3
2
I
1 i0
- 2
u t ncc 1) Nl I( I I C rtbt - 0
53
These characteristics are not assessed m coastal streams.

i
- -...... ..... _...... -.....
---..__
OFFICE USE ONLY: USACE AID# DWQ #
SCP5 - Perennial Stream C
S'C'REAM QUALITY ASSESSMENT W® SEE T
1. Applicant's Name: Charlotte Storm Water Services 2. Evaluator's Name: Ron G. Johnson, WPIT
' 3. Date of Evaluation: 3/18/04 4. Time bf Evaluation: 4:00 pm
5. Name of Stream: Unnamed tributary to Sixmile Crk. 6. River Basin: Catawba
' 7. Approximate Drainage Area: 227 Acres 8. Stream. Order: third
9. Length of Reach Evaluated: 2,3501f 10. County: Mecklenburg
11. Location of reach under evaluation (include nearby roads and landmarks):. From Charlotte, take Providence Road (NC-16) south
' to McKee Rd. Turn left onto McKee Rd. and travel for approximately 1.5 miles to East Providence Drive. Turn right onto East
Providence Drive and the project site is located within this neighborhood.
12. Site Coordinates (if known): W90044'20" N3504' 23"
13. Proposed Channel Work (if any):
14. Recent Weather Conditions: Rain within 48 hours
15. Site conditions at time of visit: 60' Sunny
16. Identify any special waterway classifications known: Section 10 Tidal Waters -Essential Fisheries Habitat
-Trout Waters -Outstanding Resource Waters _ Nutrient Sensitive Waters -Water Supply Watershed IV (I-IV)
17. Is there a pond or lake located upstream of the evaluation point? YES (0) If yes, estimate the water surface area:
' 18. Does channel appear on USGS quad map` NO 19. Does channel appear on USDA Soil Survey? ? NO
20. Estimated Watershed Land Use: 80 % Residential % Commercial % Industrial % Agricultural
' 20 % Forested % Cleared / Logged _% Other
21. Bankfull Width: 5-10' 22. Bank Height (from bed to top of bank): 5'
' 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 -Occasional Bends X 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): 58 Comments:
Evaluator's Signature Date s/G?164
This channel evaluation form is intend to be used only as a guide to assist landowners and enviro ental 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.
1
STREAM QUALITY ASSESSMENT WORKSHEET
SCP5 - Perennial Stream C

lcdnloilt l?lourltain
? 1'l (senor of f111F? pet ?Itiretlc poulti in tir1 canl --- ? -
- -
-

-
_ ',_., l] ?, ,?1 ?o.1?rt ?n -ii n_ t c - i. •: f?uint'i -
? 4
i

[ ? idC11CC of past hum 111 .>_Itu atioll --
2_
u 1-1 1?'1
- ?
I:tp u-i ul znnc --- - --

fhi! lT?;i !?' ,. ] C Li?U? ttC ^lJ?tc? ll lit.l
- - 1 u 2
- --- --
h idence of flurricul or Chefllll 11 diwjlar'_re" -??-? -?? -

IT( 3
(?i?uuird?latcr dischar,c
-?
1? ii'ch1 _? - ? ??f:? ?_n? ;?:?,_? 1?i;_ ?[ ?1a_.. ??iiit
- ' ?
? ? -. 4
12csence of Idj te(attloodpLui>
3
- - --
-
i"'nh a cllnu nr i floodplau2 lcccss -
PIT"
Prescncc of adjnccut r?cllaucls I ? I

_.L_.? 11111' n 4
3
? 11a 11 I1 1
"IUIIYC L(N
n 1
fl ?'1(11fnClll inplll _
2
c..
one \ diNersit% ui cll lmel hell ?ubstt 1te
3

N 1(11411 ( of C11 1I111e1 Illl IA111[1 of 11 id( 11i
r i 1, '1 1 . ,r?'i ??!?.? I ? _ .? h r-?t - ?i:,r<
fi?senee 111 nuljnc h:1nl: lailure? ' ?? I
ir[
l
1:1111( depth :irld riulvr% I1n uanhti
2

?
mp.ut 1. i ilcu turn
oil
1
l
1
i
l
l
1 4
11
?
?
}
1 csene( ut 1 il"llr onl,l
lnr
il
n11
1leses
r
1 1
)Ic
a -
- - -- -- -- -
- 0 4

I1,ltiitat 1i1n1pfk.\ it? 4
1 ! a.
,1i'
' ('_lnopc cn?er;1«e 11?eI? slreambell -- I

?
-
'- 2

- i1 I ITT I
1? (! ?i : r c:>?
tiuh<11 ne rt,l
brllfle(111e,S - --- -
- _?

1'rr,cncc of .trc::ni ili?cr[cbratc? - -'
4
--
., of
1 n 2
-
Yrc?1 rtcc 111 Inh - --- '

1 ?idrirrl of111illtt riti -

'?r? ?1 n=<, - - -- - - - - -
fw'11 Poilltti f'ru?ihk
P 58
These characteristics are not assessed in coastal streams.
2
........... --....... ...... ........... .._..._.__._.... _.._......................... ..................... ..---..... _...__..._...-- ............. _....... _...... _.-.... _._.._....- -------
OFFICE USE ONLY: USACE AID# DWQ #
SCF6 - Perennial Stream C
STREAM QUALITY ASSESSMENT WORKSHEET 1. Applicant's Name: Charlotte Storm Water Services 2. Evaluator's Name: Ron G. Johnson, WPIT
3. Date of Evaluation: 3/18/04 4. Time of Evaluation: 4:00 pm
5. Name of Stream: Unnamed tributary to Samile Crk. 6. River Basin: Catawba
7. Approximate Drainage Area: 227 Acres 8. Stream Order: third
9. Length of Reach Evaluated: 2,3501f 10. County: Mecklenburg
11. Location of reach under evaluation (include nearby roads and landmarks): From Charlotte, take Providence Road (NC-16) south
to McKee Rd. Turn left onto McKee Rd. and travel for approximately 1.5 miles to East Providence Drive. Turn right onto East
Providence Drive and the project site is located within this neighborhood.
12. Site Coordinates (if known): W80044'20" N3504'23"
13. Proposed Channel Work (if any):
14. Recent Weather Conditions: Rain within 48 -hours
15. Site conditions at time of visit' 60' Sunny
16: Identify any special waterway classifications known: -Section 10 -Tidal Waters -Essential Fisheries Habitat
-Trout Waters Outstanding Resource Waters Nutrient Sensitive Waters -Water Supply Watershed IV (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 NO 19. Does channel appear on USDA Soil Survey? YES NO
20. Estimated Watershed Land Use: 80 % Residential % Commercial % Industrial Agricultural
20 % Forested % Cleared / Logged % Other (_
21. Bankfull Width: 2-3' 22. Bank Height (from bed to top of bank): 1-2'
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 -Occasional Bends X 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-a., 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): 62 Comments:
Evaluator's Signature Date
This channel evaluation form is int ded to be used only as a guide to assist landowners and environm ntal 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 05103. To Comment, please call 919-876-8441 x 26.
STMEAM QUALITY ASSESSMENT WORKSHEET
SCPS - Perennial Stream C
E-COREGION 1- RA-'V-'T-
CORE
L Icdnlont I tiountain
---- r're?enu of I]o« `pertilsteru puol? i? ?lleam ' - - ? 3
ni t 1,? , L, i -- --
1- ul? lcc of Past hum .111 dtcral orl _
3
_1._L_i. l 1 ? it 11 I .I?1.1111> 1 1
- -
Rlparl.ltl Lol1C -- - - - -
I I1 ?. ?' l lI '_?..-- ?1: ?:(; Il?? .lthlr? ? iC!'_: I' !,.ic? -= fll.i'..LC?ill l;.j '. -
- FI, iderlct, of 1111Triellt or"Cflcrllfc2ll d15Cllarf,eJ ,
- 1
-4
f ?, ?l'_ - (1: ilr .It
- (lrouu& :Ilcr di?char,e -
_ T-1 n . n?a7. l rr,?sl ??
- Pl cticllc of ui
jacErlt Yluodpl:iin
.
-
Entrellchnlcnt: floodplaill acccss
_
-
-??t :;?1 ?nrrcr,?<<= 1 G?qt ,1t r,? ?l ? - 1t ? =^?_int>1 ?l- I it 1 O-
i -
Prc"ClICI2 of ad.j Iccllt ?NefhOds 7
--
Channel 5inuoin?
--- -- - - -

h;tnt :-,1n? ," ii: 11 i it1 u.?)?.:

4 -!
.1
-
-
-
Svc & di,cI-SiI r,l rfl.u,no?l hcd tih?n ilc - - - - -- - -
-

n, 1i<?
I idencr of channel rilcrsloll or «idc llin'- - -
4

Pt c?cnce o major h:11111 i.lrlurrs

Roor rirptll and dcn',ilV nn Irlllliy
_ -
i
-
---
I r Iculunrc or ii?ctituLh prod acuon I
ill lrt hl lcl 1) - -
? ---
i ,a„?,
1
Pl e"I rlcc nt r idle-poof'r lllplc-p(mi cmnlplc?cti _
- - -
-' ilalnt a cunl lfc?il? I

(.?noo? cn?u l nt? r ?UCanlhcd

1 ?uh?tr.ne I'm hcddcdrnctis

PrC"C11CC of titrcant inccrr?hr.rre•

Pre ,cnce of :Inl

r

F idcllre of N ildIi"C u>C
2
1

, ?;)r
62
L'oCll Pnin[. Po.?blc ? ? These characteristics are not assessed in coastal streams.
2
3
3

3
4
4
2
2
3
3
.3
4
3
4
3
1
2

.... ....__...._._.._.._.__..._.._.__....----- -.---............... .......... ............ _... ...-------...__..._...__..__....._....._...._..__._._...--
OFFICE USE ONLY: USACE AID# DWQ #
SCP7 - Unimportant Intermittent Stream D
STREAM QUALITY ASSESSMENT WORKSHEET
1. Applicant's Name: Charlotte Storm Water Services 2. Evaluator's Name: Ron G. Johnson, WPIT
3. Date of Evaluation: 3/18/04 4. Time of Evaluation: 4:00 pm
5. Name of Stream: Unnamed tributary to Sixmile Crk. 6. River Basin: Catawba
7. Approximate Drainage Area: 4.5 Acres 8. Stream Order: fast
9. Length of Reach Evaluated: 1001f 10. County: Mecklenburg
11. Location of reach under evaluation (include nearby roads and landmarks): From Charlotte, take Providence Road (NC-16) south
to McKee Rd. Turn left onto McKee Rd. and travel for approximately 1.5 miles to East Providence Drive. Turn right onto East
Providence Drive and the proiect site is located within this neighborhood.

12. Site Coordinates (if known): W80° 44' 20" N350 4'23"
13. Proposed Channel Work (if any):

14. Recent Weather Conditions: Rain within 48 hours
15. Site conditions at time of visit: 60° Sunny
16. Identify any special waterway classifications known: -Section 10 Tidal Waters -Essential Fisheries Habitat
-Trout Waters -Outstanding Resource Waters Nutrient Sensitive Waters -Water Supply Watershed IV (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? YE NO 19. Does channel appear on USDA Soil Survey? YES NO
20. Estimated Watershed Land Use: 100 % Residential % Commercial % Industrial % Agricultural
% Forested % Cleared / Logged % Other
21. Bankfull Width: 1' 22. Bank Height (from bed to top of bank): 1-2'
23. Channel slope down center of stream: -Flat (0 to 2%) XGentle (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): 36 Comments:
I

Date
Evaluator's Signature X??l -
This channel evaluation form is ' nded to be used only as a guide to assist landowners and environmental professionals in
gathering the data required byte 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.
1
STREAM QUALITY ASSESSMENT WORKSHEET

SCP7 - Unimportant Intermittent Stream D
ORE(AW111 PO
d'E_ Ak 1.b`_. Pied
mc)nt
Presence of tlfm persisient pocks i-a Stream „ -?
-- - ? -??

fountaill
-

2
t
'1_1HicnCC Of pa51 ?ll1I11 1? Ii1er[Lnu?
? _

. ii".? ??, . .' ilk -!Lii ?? ii, Il _cCc: ? 'il - ?l.t _'?i`.i`7 tS I 2

no it
- h f 1 - (I
- - ---
E
L? ifIC[IC e ut aulrmn[ or cllcnncal dkC.Ila1-
, ?
-----
-
-
( rnuuci?Fatu disch Ir c -- - -- - -

Pl I "once of adjacent Ilhcxiplaiu -- ?- - ??- -
n? ?< ???i;,i,u? - ?i; , ?:n,?r t'.?,???_pl??ul ??ia.c ;,? i^i;? I ? ?, -

_ Enrl enclimtnt tioudpi uII nccctis 2 '

l'reticncc oil Idj lCent wcllands

Ch.nulel tiuulcl?it? _
? - u _I
i u 2

2
\;ZC ., lll?-e l'Sll? ?)I'Channel hed

-
- 2
--? - --- - i idencc Ui Cll lnuel Incision or NN idlllln'-

1 2

l c,uuc ru nla?nl hull. t Idc
I i ? - ,: 2

l .t_ Icu ihnn h uli . - --- -?
.ow de ill Ind d
-

ini,
"? Inlp 1Cr Ill 1 [ll'nlllll'e 01 III Ctillll I, l)I-UdUI[LOn
- I
? ? n
l
4
- -
l c cu ncc? nt rli 11c-llnnl
r ipplc-nnui complcxc,

3
?r ?
Jb;-, 1hir,u
h
?? C':uucp? :.u, a arc n?er tiu-calllhcd ? -
1
?nh>tralc entbcddcdnc,. ?
2
--
-
_--

- _ _ _
- - -- -- -
Prc?encc? clt am lhihian?
l
- i -`' 0

- Pr c sencc of l'i>Il
-
0

- F?iricncc ot,%- ilcilife iuc - ----

-
i?
j

C? r_11 I'oint? Pw'Niillc ?.
36
These characteristics are not assessed in coastal streams.
2

East Providence Capital Improvement Project July 22, 2004
Nationwide Permit Nos. 3, 12, and 27 Project No. 2004-0632
1
Photograph A. View of Important Intermittent Stream A
Photograph B. View of Unimportant Intermittent Stream B
East Providence Capital Improvement Project July 22, 2004
Nationwide Permit Nos. 3, 12, and 27 Project No. 2004-0632
11
Photograph C. View of Wetland BB
Photograph D. View of Wetland FF
..`tSW7£q
ti
' Michael F. Easley, Governor
Lisbeth C. Evans, Secretary
' Jeffrey J. Crow, Deputy Secretary
Office of Archives and History
North Carolina Department of Cultural Resources
State Historic Preservation Office
Division of Historical Resources
David L. S. Brook, Director
' June 2, 2004
Jarrod Karl
' Wetland Scientist
Carolina Wetland Services, Inc.
5000 Nations Crossing Road, Suite 230
Charlotte, NC 28217
Re: East Providence Capital Improvement Project, Charlotte, Mecklenburg County,
ER01-9954
Dear Mr. Karl:
Thank you for your letter of May 12, 2004, concerning the above project.
We have conducted a review of the proposed undertaking and are aware of no historic
resources which would be affected by the project. Therefore, we have no comment on the
undertaking 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
919/733-4763. In all future communication concerning this project, please cite the above-
referenced tracking number.
Sincerely,
avid Brook
www.hpo.der.state.ne.us
' Location Mailing Address
ADMINISTRATION 507 N. Blount St, Raleigh, NC 4617 Mail Service Center, Raleigh, NC 27699-4617
RESTORATION 515 N. Blount St, Raleigh, NC 4617 Mail Service Center, Raleigh, NC 27699-4617
SURVEY & PLANNING 515 N. Blount St, Raleigh, NC 4617 Mail Service Center, Raleigh, NC 27699-4617
Telephone/Fax
[phone].733-8653
[phone].715-4801
[phone].715-4801
North Carolina
Department of Environment and Natural Resources
Division of PaAiand Recreation
Michael F. Easley, Governor
William G. Ross Jr., Secretary
Philip K. McKnelly, Director
June 13, 2001
I
Mr. Adam Karagosian
Law Engineering and Environmental Services, Inc.
2801 Yorkmont Road
Charlotte, NC 28208
Subject: East Providence C.I.P. project area, Mecklenburg County, NC
Dear Mr. Karagosian:
e??
NCDENR
The Natural Heritage Program has no record of rare species, significant natural communities, or
priority natural areas at the site nor within a mile of the site.
You may wish to check the Natural Heritage Program database website at
<www.ncMarks.net/nhp/search.html> for a listing of rare plants and animals and significant
natural communities in the county and on the topographic quad map. Please do not hesitate to
contact me at 919-715-8687 if you have questions or need further information.
t Sincerely,
Harry E. LeGrand, Jr., Zoologist
Natural . Heritage Program
' HEL/hel
1615 Mail Service Center, Raleigh, North Carolina 27699-1615
' Phone: [phone] \ FAX: [phone] \ Internet: www.enr.state.nc.us/ENR/
AN EQUAL OPPORTUNITY \ AFFIRMATIVE ACTION EMPLOYER - 50% RECYCLED / 10% POST CONSUMER PAPER

CHARLOTTE.
' Emerald
Request Detail ;
•1 4. 5
Request #:486528 Received By: Lydia Powers 336-7465 Received: 07/27/2000 11:50
Type: STW GENERAL INQUIRY Origin: Citizen Due: 07/28/2000 11:50
' Status: CLOSED Complex?: N Resolved: 07/31/2000 00:00
Priority: C-Routine Public Official:
Group: Storm Water- City Work Unit:
' Title: STW GENERAL INQUIRY
Request Location Parcel-- Nomnd Creek .T uric F.ac meat? Floodwav?
L Providence Dr. Charlotte. NC Char
... near Allenwood - Lot #5 - tare hydrant in
Citizen Name front yard
Citizen Type Home Phone Work Phone Or
ganization
' Kim Sigmon Caller 704-841-0725
3821 Davis Dr, Charlotte, NC 28270 E-Mail:
-- Please contact citizen citizen and advise what she needs to do.
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Detail Description
Citizen is considering purchasing this property to build on. She has a piece of paper that states that she accepts knowledge there is
water runoff from Willemere subdivision. This subdivision backs up to her lot. Wants to meet with engineer to see where the water
might be coming from on this piece of property.
Request Prompt Response
What is your question? see details above
Do you want to meet on site with a Storm Water rep please call first
OR would you prefer a phone call or letter?
Inspection Date Inspector Results
INSPECTION 07/31/2000 07:52 KARL MOSS AWAITING CALL FROM LAND DEVELOPMENT
REGARDING WATER OFF NEW DEVELOPEMENT ONTO
HER PROPERTY.
Storm Water Problem Classification Ranking: Blockages Erosion Water Quality
Pipe _ Banks _ Odor
10-Does Not Qualify _ Ditches _ Channels _ Film on Water
- Creek _ Sheet Flow _ Algae
Fish Kill
Blowouts Ponding Inefficient Design
- Pipes _ Yard _ Channel
- Structures _ Street _ Ponds
Ditch _ Drainage Structure
DOES NOT QUALIFY
DNQ
Resolution Prompt Response
Project Name:
Contractor Name:
Project Cost:
Project Complete Date:
Warranty End Date:
Was a closeout form received?

•
Emerald
CHARLOTTE. Request Detail
Request #:860344 Received By: Tonnie Love 336-2042 Received: 04/18/2002 14:18
Type: BLOCKAGE Origin: Citizen Due: 04/19/2002 14:18
Status:. ASSIGN Complex?: N Resolved:
Priority: U-Unspecified Public Official:
Group: Storm Water- City Work Unit: Glotfelty, Jennifer
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Title: BLOCKAGE
Request Location Parcel______ Named Creek_ _--_,Iuris -Easement-9 Flnndwav?
S 1 1 Davis Dr. Charlotte, tirC 28-17fl 31063?U Char
Citizen Name Citizen Type Home Phone Work Phone Organization
David Talley Caller 704-502-3200
3811 Davis Dr, Charlotte, NC 28270 E-Mail;
Retail Description
Caller will be purchasing this home and has noticed water accumulating at the ditch after every rainfall.
Request Prompt _ Response
What is blocking the creek or ditch? ditch
How long has it been accumlating? unknown
Have you witnessed anyone dumping debris in the creek? no
Inspection Date inspector Results
INSPECTION 04/22/2002 13:28 JOE TALBOT DITCHLINES ALONG DAVIS HAVE RECENTLY BEEN
WORKED ON BY CMUD. UTILITIES HAVE BEEN
INSTALLED. CMUD IS WORKING TO CORRECT GRADING
ISSUE. PART OF EAST PROV. CAP PROJECT. JENN G. IS
PROJECT MANAGER.
Project CIP? Project Manager Phone Project Status
East Providence Y Glotfelty, Jennifer 336-7924 Active
Storm Water Problem Classification Ranking: Blockages Erosion Water Quality
_ Pipe _ Banks _ Odor
8-Capital _ Ditches _ Channels _ Film on Water
- Creek _ Sheet Flow _ Algae
Fish Kill
Blowouts Ponding
_ Pipes _ Yard
Structures . Street
Ditch
Inefficient Design
Channel
Ponds
Drainage Structure

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•
Emerald
cHA TE. Request Detail
4p
Request #:695560 Received By: Gene Satterwhite 336-5819 Received: 07/13/2001 14:39
Type: FLOODING Origin: Citizen Due: 07/16/2001 14:39
Status: CLOSED Complex?: N Resolved: 07/16/2001 00:00
Priority: U-Unspecified Public Official:
Group: Storm Water- City Work Unit:
Title: FLOODING
Request Location Parcel Named Creek_ Juris_ F,asemgnt? I+loodwav?
1500 lla%is Dr. Charlotte. NC 106?06 C1lar _
Citizen Name Citizen Type Home Phone Work Phone Organization
Vickie Barfield Robertson Caller 704-8434650
3800 Davis Dr, Charlotte, NC E-Mail:
Request Prompt Response
When did flooding last occur? currently
Have living spaces ever flooded? NO
If yes, when?
Have furnaces or water heaters ever flooded? NO
If yes, when?
Have crawl spaces or basement ever flooded? YES
If yes, when?
Storm Water Problem Classification Ranking: Blockages Erosion Water Quality
Pipe _ Banks _ Odor
Ditches _ Channels _ Film on Water
Creek _ Sheet Flow _ Algae
_ Fish Kill
Blowouts Ponding Inefficient Design
Pipes _ Yard _ Channel
Structures _ Street _ Ponds
Ditch _ Drainage Structure
' STORM WATER INQUIRY
JOE TALBOT MET WITH PROPERTY OWNER ON 7-3-01 AND REQUEST WAS LISTED AS A 8.
Resolution Prompt Response
Project Name: 1
Contractor Name:
Project Cost:
Project Complete Date:
Warranty End Date:
Was a closeout form received?

Emerald
CHARLOTTE. Request Detail
Request #:683718 Received By: Tonnie Love 336-2042 Received: 06/29/2001 09:08
Type: BLOCKAGE Origin: Citizen Due: 07/02/2001 09:08
Status: ASSIGN Complex?: N Resolved:
Priority: C-Routine Public Official:
Group: Storm Water- City Work Unit: Watson, David

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Title: BLOCKAGE
Request Location Parcel Named Creek Juris Easement? Floodway?
;SUODavis Dr.Charloite. NC 2310E X06 char
Jan Cooley Caller 704-321-3254 704-321-1226
3800 Davis Dr, Charlotte, NC E-Mail:
Detail Description
Creek runs along the back and side of the property. Creek is blocked with debris.
Request Prompt Response _
What is blocking the creek or ditch? creek
How long has it been accumlating? ongoing
Have you witnessed anyone dumping debris in the creek? no
Inspection Date Inspector Results
INSPECTION 07/03/2001 09:06 JOE TALBOT PART OF E. PROV MINOR CIP. PER DAVID WATSON
Storm Water Problem Classification
8-Capital
Ranking: Blockages Erosion
- Pipe _ Banks
_ Ditches _ Channels
Creek _ Sheet Flow
Blowouts Ponding
_ Pipes _ Yard
- Structures _ Street
- Ditch
Water Quality
- Odor
_ Film on Water
Algae
Fish Kill
Inefficient Design
_ Channel
_ Ponds
Drainage Structure

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Emerald
CHA OTTE. Request Detail
Request #:779796 Received By: Jacquelyn Reid 336-7600 Received: 11/27/2001 11:17
Type: BLOCKAGE Origin: Citizen Due: 11/28/2001 11:17
Status: ASSIGN Complex?: N Resolved:
Priority: C-Routine Public Official:
Group: Storm Water- City Work Unit: Watson, David
Title: BLOCKAGE
Rflgn s Locatian Parcel Named Creek Tnric Easement) Floodww?
X00 Davis Dr. Charlotte. NC
t Citizen Name C 3106 06
itizen T
pe Home Phone Work Phone Orga Chan
nization
Jan Cooley C y
aller 704-321-3254 704-321-1226
' 3800 Davis Dr, Charlotte, NC
Detail Description E-Mail:
Citizen stated that because of this blockage (tree limbs, leaves & othe debris) in the creek, the water does not flow correctly. Citizen
' stated that when it rains the creek fills up and'spills over into the back yard.
Request Prompt Response
What is blocking the creek or ditch? Debris (mostly leaves, tree branches)
How long has it been accumlating? Quite some time
Have you witnessed anyone dumping debris in the creek? No
' Inspection Date Inspector Results
INSPECTION 11/30/2001 14:35 DAVID WATSON TOLD ROBERT COOLEY THAT CAPITAL WORK IS
PLANNED IN THE AREA AND A CHANNEL CLEANNING
CREW WOULD BE SENT OUT TO CLEAN OUT DEBRIS IN A
SMALL PORTION OF CHANNEL IN HIS BACKYARD. ALSO
TOLD ROBERT THAT A SECTION OF CHANNEL WAS NOT
DRAINING PROPERLY BECAUSE OF CHANNEL GRADE SO
' CHANNEL CLEANING WOULD NOT ONLY ALLEVIATE
DRAINAGE PROBLEM
Storm Water Problem Classification
5-Channel Cleaning
8-Capital
Ranking: Blockages Erosion Water Quality
Pipe _ Banks _ Odor
_ Ditches _ Channels _ Film on Water
_ Creek _ Sheet Flow _ Algae
_ Fish Kill
Blowouts Ponding
Pipes _ Yard
Structures _ Street
- Ditch
Inefficient Design
Channel
Ponds
- Drainage Structure
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Emerald ,
Request Detail
CHARLATTE.
Request #:549539 Received By: Carol Sheline 336-2214 Received: 11/14/2000 11:38
Type: FLOODING Origin: Citizen Due: 11/15/2000 11:38
Status: ASSIGN Complex?: N Resolved:
Priority: C-Routine Public Official:
Group: Storm Water- City Work Unit: Hattaway, Bill
Title: FLOODING
Request Location- Parcel- Named Creek Juris Easement? Floodwav?
3901Da?is Dr. Charlotte, NC 28 ?70 ? 1O6;1? Char
Scott Hubbard Caller 704-708-5270 704-716-6175
3901 Davis Dr, Charlotte, NC 28270 E-Mail:
PARCEL # 231-063-17 CHGD FROM 231-051-12 ***CALL FOR APPOINTMENT BEFORE GOING OUT 708-5270***
DRAINAGE PROBLEM
Reguest Prompt Response
When did flooding last occur?
Have living spaces ever flooded?
If yes, when?
Have furnaces or water heaters ever flooded?
If yes, when?
Have crawl spaces or basement ever flooded?
If yes, when?
Inspection Date Inspector Results
INSPECTION 11/22/2000 09:47 JOE TALBOT PART OF CAP PROJECT ADD NOTES FROM BELOW. 11-20-
00 STEVE SANDS TALDED TO SCOTT HUBBARD
REGARDING STORM WATER NEIGHBORHOOD SERVICE
REQUEST. EXPLAINED CIP PROCESS. COMMITTED TO
ATTENDING NEIGHBORHOOD MEETING TO DISCUSS CIP
PROJECTS NEXT STEPS AND HEAR ALL CONCERNS.
Storm Water Problem Classification Ranking: Blockages Erosion Water Quality
Pipe _ Banks _ Odor
3-Tailditching _ Ditches _ Channels _ Fihn on Water
8-Capital - Creek _ Sheet Flow _ Algae
Fish Kill
Blowouts Ponding
Pipes _ Yard
Structures _ Street
Ditch
Inefficient Design
_ Channel
_ Ponds
Drainage Structure

Emerald
R Request Detail
CHA
LOTTE.
Request #:25158 Received By: Betty Saylor Received: 02/05/1998 09:19
Type: STW OTHER Origin: Citizen Due:
' Status: CLOSED Complex?: N Resolved: 02/05/1998 00:00
Priority: B-Priority Public Official:
Group: Storm Water- City Work Unit: Moore, Randy
Title: STW OTHER
Request Location Parcel Named Creek .T iris F.ac m ? _Floodwayi
.
Char
... PLEASE CALL BEFORE DOING OUT. BEEPER it 518-9238
Citizen Name Citizen Type Home Phone Work Phone Organization
' Bob Fagan Caller
4136 Davis Dr, Charlotte, NC 28270 E-Mail: .
-- Old Storm Water System Citizen # 21237
Detail Description
' PA
RCEL # 251-053-05
CONVERSION COMMENT 05/31/1999:
Converted from Storm Water System #24722
WARNING: problem is NULL. Changed to O (other)
WARNING: Citizen mailing address assumed to be same as Request Location.
P
R
equest
rompt
'
Where: Response
FRONT YARD
Why: DITCH WAS IN FRONT YARD, CITY RAISED THE ROAD TO
PAVE CAUSING THE DITCH TO DISAPPEAR ALL WATER
' RUNOFF GOING INTO FRONT YARD
What: WATER STANDING IN FRONT YARD
When: ONGOING
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Service Requested: I - Inspect and call back w/results
Inspection Date Inspector Results
INSPECTION 02/05/1998 00:00 RANDY MOORE STREET IS BEING PREPARED FOR PAVING. MR. FAGAN IS
CONCERNED WITH DRAINAGE ISSUES. COORDINATED
CONTACT WITH CONST. DIVE. ABOUT SOLUTION.
IMPROVEMENTS ARE CONTRACTED OUT IN NEW
ANNEXED AREA.
Storm Water Problem Classification Ranking: Blockages Erosion Water Quality
_ Pipe _ Banks _ Odor
_ Ditches _ Channels _ Film on Water
_ Creek _ Sheet Flow _ Algae
_ Fish Kill
Blowouts Ponding Inefficient Design
Pipes _ Yard _ Channel
_ Structures _ Street . Ponds
Ditch . Drainage Structure
.Progress Note Date Author Text
CALLBACK 02/05/1998 00:00 RANDY MOORE Called Back
Resolution
DOES NOT QUALIFY
Resolution Prompt Response
Project Name:
Contractor Name:
Emerald
CHA O TE. Request Detail `
Request #:25158 (continued)
Project Cost:
Project Complete Date:
Warranty End Date:
Was a closeout form received?

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CHARLOTTE. Emerald
Request Detail
Request #:18773 Received By: Received: 06/06/1994 12:43
Type: STW GENERAL INQUIRY Origin: Citizen Due:.
Status: CLOSED Complex?: N Resolved: 06/06/1994 00:00
Priority: B-Priority Public Official:
Group: Storm Water- City Work Unit: Brooks, Sandra
Title: STW GENERAL INQUIRY
Request Location Parcel Named Creek -Juris _-Fasement?_E1oodwav?
4",4 Davis Dr Charlotte.-NC -IS-' 0 Char
Cotezen AT..me Citizen Tv?ne Home Phone Work Phone nrgani?ation
Ward Cooper Caller 704-846-4350
4234 Davis Dr, Charlotte, NC 28270 E-Mail:
-- Old Storm water system citizen # 8825
Detail Description
RREMEASURE IMP AREA ON LP# 231-053-02 HE WOULD LIKE TO BE CALLED BEFORE YOU MEASURE HIS LOT
CONVERSION COMMENT 05/31/1999:
Converted from Storm Water System #8825
WARNING: Citizen mailing address assumed to be same as Request Location.
Where:
Why:
What:
When:
Service Requested:
Inspection Date Inspector Results
INSPECTION 06/06/1994 00:00 SANDRA BROOKS
Storm Water Problem Classification Ranking: Blockages Erosion Water Quality
Pipe _ Banks _ Odor
_ Ditches _ Channels _ Film on Water
Creek - Sheet Flow _ Algae
_ Fish Kill
Blowouts Ponding
_ Pipes _ Yard
Structures _ Street
Ditch
Inefficient Design
Channel
Ponds
Drainage Structure
Progress Note Date Author Text
CALLBACK 06/06/1994 00:00 SANDRA BROOKS Called Back
Resolution
STORM WATER INQUIRY -
REMEASURE
Project Name:
Contractor Name:
Project Cost:
Project Complete Date:
Warranty End Dater
Was a closeout form received?

CHAR.LQTTE. Emerald
Request Detail
Request #:515332 Received By: Lydia Powers 336-7465 Received: 09/13/2000 11:38
Type: FLOODING Origin: Citizen Due: 09/14/2000 11:38
Status: CLOSED Complex?: N Resolved: 09/15/2000 00:00
Priority: U-Unspecified Public Official:
Group: Storm Water- City Work Unit:
Title: FLOODING
Request-Lo-cation Parcel Named Creek- Iuris _ Easement? Floodw_av?
'417 E_ Prop'dense Dr, Chadmic. NIC ?S270
Citizen Name C
itizen Type Home Phone Work Phone O Char
rganization
Margaret Baker Caller 704-846-4461
2417 E Providence Dr, Charlotte, NC 28270 E-Mail:
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Detail Description
Water is coming from construction site (Windemere) behind her house causing mud and trash to accumulate on her property.
Request Prompt Response
When did flooding last occur? last heavy rain
Have living spaces ever flooded? NO
If yes, when?
Have furnaces or water heaters ever flooded? NO
If yes, when?
Have crawl spaces or basement ever flooded? NO
If yes, when?
Inspection Date Inspector Results
INSPECTION 09/15/2000 11:12 JOE TALBOT CONTACTED LAND DEV. FOR OFF SITE SEDIMENTATION.
Storm Water Problem Classification Ranking: Blockages Erosion Water Quality
Pipe _ Banks _ Odor
10-Does Not Qualify _ Ditches _ Channels . Film on Water
_ Creek _ Sheet Flow _ Algae
Fish Kill
Blowouts Ponding
_ Pipes . Yard
Structures _ Street
Ditch
Inefficient Design
Channel
Ponds
_ Drainage Structure
Progress Note Date Author Text
CALLBACK 09/13/2000 16:17 Mickey Fite City's jurisdiction
DOES NOT QUALIFY
CONTACTED LAND DEVE. FOR OFF SITE SEDIMENTATION.
Resolution Prompt Response
Project Name:
Contractor Name:
Project Cost:
Project Complete Date:
Warranty End Date:
Was a closeout form received?

_
CHARLOTTE. Emerald
Request Detail -
Request #:542248 Received By: Jacquelyn Reid 336-7600 Received: 11/01/2000 09:52
Type: BLOCKAGE Origin: Citizen Due: 11/02/2000 09:52
Status: CLOSED Complex?: N Resolved: 01/11/2001 00:00
Priority: C-Routine Public Official:
Group: Storm Water- City Work Unit: Newton, Harmon
Title: BLOCKAGE
Request_LQcation...._ _ Parcel Named Creek Juris F.agement? Floodway?
211 j E? Provi&iicc Dr. Charlotte, NC 282,70 Chan
... The two properties are: 2115 E. Providence Dr. and 2109 E. Providence Dr. (28270).
Citizen stated that the drain easement between his two properties is backing up. Citizen would like to know if there is anything that
can be done to resolve this problem. Please contact Mr. Keith Masburn at (704)-904-2001. Please investigate this problem.
Thanks,
Request Prompt Response
What is blocking the creek or ditch? Don't know
How long has it been accumlating?
Have you witnessed anyone dumping debris in the creek? No
Inspection Date Inspector Results
INSPECTION 11/10/2000 12:23 JOE TALBOT REQUESTED STREET MAINT. TO GIVE POSITIVE FLOW IN
FRONT OF THIS SITE TO NEIGHBORS AT 2109 ASK
RANDY GROGAN TO MEET MR. BRANSON PRIOR TO
WORK.
Storm Water Problem Classification Ranking: Blockages Erosion Water Quality
Pipe _ Banks _ Odor
9-Street Maintenance _ Ditches _ Channels _ Film on Water
Creek _ Sheet Flow _ Algae
Fish Kill
Blowouts Ponding Inefficient Design
Pipes _ Yard _ Channel
_ Structures _ Street _ Ponds
Ditch _ Drainage Structure
Progregs Note Date Author Text
Resolntion
PROJECT COMPLETED
' WORK NEEDS TO BE DONE AT 2109 HAVE BEEN OUT TO LOCATION SEVERAL OCCASIONS. NO RESPONCE. THIS
AREA IS FLAT AND WILL ALWAYS CONTINUE TO HOLD SMALL AMOUNT OF WATER. WILL CLOSE OUT UNTIL
SOMEONE CONTACTS YOU OR STREET MAINT. T.R. GROGAN 11-28-00
Resolution Prompt Response _
Project Name:
Contractor Name:
Project Cost:
Project Complete Date:
Warranty End Date:
Was a closeout form received?
•

CHARLOTTE.
Emerald
Request Detail
' Request #:14578 Received By: Gene Satterwhite 336-5819 Received: 02/03/1999 10:36
Type: STW OTHER Origin: Citizen Due: -
' Status: CLOSED Complex?: N Resolved: 02/27/2001 00:00
Priority: A-Critical Public Official:
Group: Storm Water- City Work Unit: Watson, David
' Title: STW OTHER
Request Location Parcel NamedSmek .Turin Easement? Floodwav?
?-1i)' 1, Providence Dr. Charlotte; NC 821710
This street is located off McKee Road in south Charlotte in RWM service area. Cliar
Citizen Name Ci tizen Tyne Home Phone Work Phone Org anization
' Sam Asbury Caller 704-846-4550
2402 Providence Dr, Charlotte, NC E-Mail:
-- Old Storm Water System Citizen # 23955
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OWNER HAS PHOTOS OF PROBLEM
CONVERSION COMMENT 05/28/1999:
Converted from Storm Water System #28634
WARNING: problem is NULL. Changed to 0 (other)
WARNING: Street changed from E PROVIDENCE DR CHARLOTTE NC
WARNING: Citizen mailing address assumed to be same as Request Location.
Request Prompt Response
Where: SIDE OF HOUSE NEXT TO TRUNK LINE
Why: RUNOFF FROM NEW DEVELOPMENT, PIPE UNDER ROAD TOO
SMALL
What: FLOODING
When: STARTED WITH NEW DEVELOPMENT, HAPPENS DURING
Service Requested: . I - Inspect and call back w/results
Inspection Date Inspector Results
INSPECTION 02/04/1999 00:00 JOE TOLAN APPARENT UNDERSIZED CULVERTS. 2402 AND 2418
COUPLED WITH UPSTREAM DEVELOPMENT ILL
DEFINED DITCHES AND CHANNEL BLOCKAGE CAUSE
ROAD FLOODING. RECOMMEND STREET MAINT. CLEAN
CULVERTS TO PROVIDE TEMP. RELIEF AT THIS TIME.
INSPECTION 01/30/2001 07:15 JOE TALBOT THIS SITE IS ALSO PART OF E. PROV DR MINOR CAP
PROJECT. CONTACTED HARMON NEWTON FOR TEMP
REPAIRS TO A # 1 PROBLEM. HARMON WILL WORK
WITH DAVID WATSON ON THE # 1 FORWARD THIS
REQUEST TO HARMON.
Project CTP? Project Manager Phone Project Status
Providence to Sharon Y Aug, Joe 336-3712 Open
Storm. Water Problem Classification Ranking: Blockages Erosion Water Quality
- Pipe _ Banks _ Odor
1-STRUCT DMGMgMINENT DMG _ Ditches _ Channels _ Film on Water
- Creek _ Sheet Flow _ Algae
3-Tailditching
_ Fish Kill
4-Hw/Pipe Outlet Repair Blowouts Ponding Inefficient Design
5-Channel Cleaning - Pipes _ Yard _ Channel
_ Structures _ Street _ Ponds
9-Street Maintenance _ Ditch - Drainage Structure
Emerald
CHARLOTTE. Request Detail
Request #:14578 (continued)
Storm Water Problem Classification
8-Capital
Progress Note Date Author Text
CALLBACK 02/04/1999 00:00 JOE TOLAN Called Back
NOTE 11/09/2000 08:56 JENNIFER Tweener project that is beginning planning/design
GLOTFELTY
Resolution
PROJECT COMPLETED
INSP.- MONTY B
D.S.- HARMON N.
BLOW-OUT ON LEFT SIDE OF ROAD.
Resolution Prompt Response
Project Name: 2402 PROVIDENCE ROAD
Contractor Name: 2000-B -
Project Cost: 1331.15
Project Complete Date: 02/09/2001
Warranty End Date: 01/09/2002
Was a closeout form received? YES

CHARLOTTE. Emerald
Request Detail
Request #:19022 Received By: Greg Morgan 353-1284 Received: 06/24/1994 12:46
Type: STW OTHER Origin: Citizen Due:
' Status: CLOSED Complex?: N Resolved: 06/24/1994 00:00
Priority: B-Priority Public Official:
Group: Storm Water- City Work Unit: Talbot, Joe
' Title: STW OTHER
Requesi;_Location Parcel Named Creek Turis Easement? Floodwav?
1101 _111cnwoodKd-Charlottc.?1C 2??70 ?310?;b Char
' ... PAR # 23105312
Citizen Name
Citizen Type Home Phone Work Phone O
rganization
B. J. Howes Caller 704-846-1561
'
3101 Allenwood Rd, Charlotte, NC 28270 E-Mail;
-- Old Storm Water System Citizen # 9342
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Detail Description
RRE-MEASUR-E IMPER AREAS. ST/W = 4898 SQ FT. HE SAYS APROX 1600 SQ FT. ADJUST BILLING AS PER RESULTS.
CONVERSION COMMENT 05/31/1999:
Converted from Storm Water System #9342
WARNING: Citizen mailing address assumed to be same as Request Location.
Where:
Why:
What:
When:
Service Requested:
Inspection Date Inspector Results
INSPECTION 06/24/1994 00:00 JOE TALBOT TOTAL SQ.FT. IS 4,898.
Storm Water Problem Classification Ranking: Blockages Erosion Water Quality
_ Pipe _ Banks _ Odor
10-Does Not Qualify _ Ditches _ Channels _ Film on Water
Creek _ Sheet Flow _ Algae
_ Fish Kill
Blowouts Ponding
Pipes . Yard
Structures _ Street
Ditch
Inefficient Design
Channel
Ponds
Drainage Structure
Progress Note Date Author Text
CALLBACK 06/24/1994 00:00 JOE TALBOT Called Back

"-
CHARLOTTE. Emerald

Request Detail a
Request #:18903. Received By: Received: 06/16/1994 09:13
Type: STW OTHER Origin: Citizen Due:
Status: CLOSED Complex?: N Resolved: 06/28/1994 00:00
Priority: B-Priority Public Official:
Group: Storm Water- City Work Unit:

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Title: STW OTHER
Request Location Parcel Named Creek Turis Easement? Floodway!
i?00 Allemvood Rd, Charlotte, 28261 ?3 ] 0??0 Char
Citizen Name Citizen Tyne Home Phone Work Phone Organization
James Hunt Caller 704-535-6551
3200 Allenwood Rd, Charlotte, NC 28269 E-Mail:
-- Old Storm Water System Citizen # 9097
Detail DescAption
RREMEASURE IMP AREA ON LP# 231-052-04
CONVERSION COM MNT'05/31/1999:
Converted from Storm Water System #9097
WARNING: app user not found for REFER=MS name=MANUEL SANTIAGO
WARNING: Citizen mailing address assumed to be same as Request Location.
Where:
Why:
What:
When:
Service Requested:
Tnspection Date Inspector Results
INSPECTION 06/28/1994 00:00 UNKNOWN HOUSE 2,100-PATIO 128-WALK 96 TOTAL SQ.FT. 2,324.
Storm Water Problem Classification Ranking: Blockages Erosion Water Quality
_ Pipe _ Banks _ Odor
10-Does Not Qualify _ Ditches _ Channels _ Film on Water
_ Creek _ Sheet Flow _ Algae
Fish Kill
Blowouts Ponding Inefficient Design
_ Pipes _ Yard _ Channel
_ Structures _ Street _ Ponds
Ditch _ Drainage Structure
Progress Note Date Author Text
CALLBACK 06/28/1994 00:00 Called Back

CHARLOTTE.
Emerald
Request Detail
Request #:1089891
Type: FLOODING
Status: ASSIGN
Priority: B-Priority
Group: Storm Water-'City
Title: FLOODING
Received By: Kristen Swanger
Origin: Citizen
Complex?: N
Public Official:
Work Unit: Newton, Harmon
Received: 05/06/2003 17:41
Due: 05/07/2003 17:41
Resolved:
Request Location Parcel Named Creek Juris Easement? Flood?
41070avis Dr, Charlotte. AC 2,- iU 10610 ? ?1iar l
Citizen Name Citizen Type Home Phone Work Phone Organization
Doug Smith Caller 704-708-6203
4107 Davis Dr, Charlotte, NC 28270 E-Mail:

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Detail Description
Caller stated that in the front yard is getting ode from the storm water run o where it ends. Ca er state at in the backyard
there is a drainage problem. Caller stated that there is pipe that runs under the street and it is suppose to run into a pond but in the
mist of things it is flooding his back yard. Caller stated that he would like for someone to come out and take a look at this. Thank
you.
Request Prompt Response
When did flooding last occur? now
Where is the problem located? (front,back, side) front and backyard
Have living spaces ever flooded? NO
If yes, when?
Have furnaces or water heaters ever flooded? NO
If yes, when?
Have crawl spaces or basement ever flooded? YES
If yes, when?
Do you have a dog in the yard? no
Inspection Date Inspector Results
INSPECTION 05/16/2003 14:40 STEVE CANTER CRAWL SPACE FLOODING CHANNEL EROSION YARD
FLOODING. NOT PART OF CAPITAL JOB. FLOODING IN
FRONT AND BACKYARD. PIPE SYSTEM ONE HOUSE UP
IS,WASHING YARD AWAY AT DRIVEWAY.
Storm Water Problem Classification Ranking: Blockages Erosion Water Quality
Pipe _ Banks _ Odor
6-Channel Erosion (Maint) _ Ditches _ Channels _ Film on Water
15-Crawl Space Flooding _ Creek _ Sheet Flow _ Algae
Fish Kill
Blowouts Ponding Inefficient Design
_ Pipes _ Yard _ Channel
Structures _ Street _ Ponds
Ditch _ Drainage Structure
Note Date Author Text
Resolution

s
Emerald
Request Detail
GHAR.LOTTE.
Request #:1097260 Received By: Deborah Sykes Received: 05/16/2003 08:54
Type: FLOODING Origin: Citizen Due: 05/23/2003 08:54
Status: ASSIGN Complex?: N Resolved:
Priority: C-Routine Public Official:
Group: Storm Water- City Work Unit: Newton, Harmon
Title: FLOODING
Request Location Parcel Named Creek Juris Easement? Flood?
Z?17 EProtirdcneeDr. Ctiarlot t? tiC '??i0 T Chaff -7 q
?
? m 1 M
Citizen Name Citizen Type Home Phone Work Phone Organization
Joe Blaley Caller 704-849-8840
2317 East Providence Dr, Charlotte, NC 28270 E-Mail:

7

Detail Description
ihzen states e h2u cant drain thru the am pipe under the street quickly enough an floods veway makmg it m passable, an
Citizen was trapped and could not get out of driveway if they had an emergency.
Citizen states if we had alittle more rain last night it would have flooded their crawlspace
Request Prompt Response
When did flooding last occur? 5-15-03
Where is the problem located? (front,back, side) Front
Have living spaces ever flooded? NO
If yes, when?
Have furnaces or water heaters ever flooded? NO
If yes, when? . .
Have crawl spaces or basement ever flooded? NO
If yes, when?
Do you have a dog in the yard? no
Inspection Date Inspector Results
INSPECTION 05/21/2003 15:13 HARMON NEWTON IN CIP AREA
Storm Water Problem Classification Ranking: Blockages Erosion Water Quality

8-Capital _ Pipe
_ Ditches _ Banks
_ Channels _ Odor
_ Film on Water
_ Creek _ Sheet Flow _ Algae
Fish Kill
Blowouts Ponding Inefficient Design
_ Pipes _ Yard _ Channel
_ Structures _ Street - Ponds
Ditch _ Drainage Structure
Note Date . Author Text
Resolution

i
Emerald ?ka•.
°- Request Detail
CHARLOTTE.
Request #:1045599 Received By: Donna Kelly Received: 03/03/2003 11:34
Type: FLOODING Origin: Citizen Due: 03/04/2003 11:34
Status: ASSIGN Complex?: N Resolved: 03/10/2003 00:00
Priority: B-Priority Public Official:
Group: Storm Water- City Work Unit: Canter, Steve
I
7

1

P

Title: FLOODING
Request Location Parcel Named Creek Juris Easement? Flood?
„141 -
CE NO % D?r. `harictt . \( 20
(-7711
„
Citizen Name Citizen Type. Home Phone Work Phone Organization
Kim Hansen Caller 704-605-1155
2411 E Providence Dr, Charlotte, NC 28270 E-Mail:
Detail Description
Caller state at ttie development befund her as a storm am at at is not handling water, s e state at -w-at-e-r-ru-n-s-d-ow--n-b-otY-
sides of her house and has cause a flooding problem in her front yard and drive way.
please call Mrs. Hansen to se up a date and time that she can meet with an inspector. (Anytime after 3:00 pm )
Request Prompt Response
When did flooding last occur? 03/01/03
Have living spaces ever flooded? NO
If yes, when?
Have furnaces or water heaters ever flooded? NO
If yes, when?
Have crawl spaces or basement ever flooded? NO
If yes, when?
Inspection Date Inspector Results
INSPECTION 03/10/2003 14:32 JOE TALBOT YARD RUN-OFF.
INSPECTION 04/01/2003 10:13 JOE TALBOT SLAB ON GRADE. RUN-OFF FROM PROPERTY BEHIND
THIS SITE IS FLOODING AROUND FOUNDATION AND
YARD WASHING DIRT AWAY.
Storm Water Problem Classification Ranking: Blockages Erosion Water Quality
Pipe _ Banks _ Odor
15-Crawl Space Flooding _ Ditches _ Channels _ Film on Water
_ Creek _ Sheet Flow _ Algae
Fish Kill
Blowouts Ponding Inefficient Design
Pipes _ Yard _ Channel
Structures _ Street _ Ponds
Ditch _ Drainage Structure
Progress Note Date Author Text
Resolution
YARD RUN-OFF.
Resolution Prompt Response
Project Name:
Contractor Name:
Project Cost:
Project Complete Date:
Warranty End Date:
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East Providence Capital Improvement Project July 22, 2004
Nationwide Permit Nos. 3. 12, and 27 Project No. 2004-0632
Attachment K - Wetland Planting Plan (Figures 5a-d)

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Cover Sheet General Notes & Abbreviations Gl a ~ Property Line or Existing RIWLine............ - Q
JUG 2 6 - - - Sta d'ardDetails G3 2~~4 t 01^ ad a Existing Stroctures.........» T^ a V1
o Mtx~e Proposed Edge of Pavement Storm Water Strectnre Table G4•GS Plan and Profile Line "A" 2-3 ~ - ~ °°0p m s a °p " ~ s - , - ~~;,pp' "q ° a ~ Existin Fence..,»
Plan and Profile Line "B" 4.7 rd"4! ~~tql i i'~' Ls - 1• ° g T ~ N .tl - L 8 .7~~ ss ~ Pro osed Fence.».....»..»
Plan and Profile Lice "C" P Plan and Profile Line "D" 9-11 °s, a ~ s
Plan andPrafileLine"E" 12.13 ENGINEERING&PROPERTY , s A, ~,,,ea Slope Slake Line.».....» -c-c-c- MANAGEMENT ~h ° ` c6`'m Rp Temporary Construction Easement...».,...... - e- a- H Plan E. Providence Drive 14-15
Plan E. Providence Drive & Davis Drive 16 J r wm~~ d Storm Drainage Easement.....»...,.....,......... ~ Plan DavislNive 17.18 Construction Plans of Proposed a°
Plan Allenwood Road 19 a M°~e0 r°, ad Sanitary Sewer Easement - ssr - - , H ~+sr-. 1 Plan and ProfileEllipfical 20 East Providence Canital Improvement Pro'ect g ~ Existing Gas Line. -c-c-c-
Utility Relocations Ul Y 1] ~ d Pro osed Gas Lme -6-0-¢- ; TraHicControl TCP1•TCP3 pp P r
. iiuey Existin Water Line Erosion Control Plan ECl-ECS Pro'eet No. 671-Ol-UOO McKee Ra PROJECT g -w-WW- Erosion Control Detads ECDI-ECD2 '
Details-Arch Culvert Ul Pro'eet Featuresr ' ~ AREA Proposed Water Line» -w-w-w- gw, Existing Sanitary Sewer
Details-Win ells D2•D8 e s a -ss-ssss- Demils-NOTUSED D9 This projectconsiataofSrormDrainage, s a ( / 'j
lletails-Wingwall D10 Grading, Roadside Ditches, ~ ~ PropasedSanitarySewer ? Details-Droplnlet D11 ChannelStabilizalion,WaterLineRelocafioo PropasedDlPSanitarySewer(ProRle)...........»....».......,........1~
Details -Junction Box D12 and Sanitary Sewer Relazation. ~ Existing Underground Telecommunicafions -ur-ur-ur- Details -Cross-vane D13 June 30x2004 / r ~ i NfS Proposed Underground Telecommunications"'"Or~R~T
Details-Water MainReloeation D14 ~ ~ Typical Channel Cross-Sections XS1 ~ ~ ~ ~ i Existing Underground Electric -ueuE-ue- ;I
\ 1' Proposed Underground Electric.,....,».......... -VE--uE-OE-
i~~R ~ 1 ~ r Existing OverheadEleMric -oHe-oee-oHr- `i i S G-- i ~ Existing Storm Drainage...........»......»......... _ - - - -
' ~ 1 ~ r Proposed Storm Drainage ~ ~ i
' , ~ ~ ~ i ~ r".,~ ~ Proposed Storm Dram(Profile) / ~ i ~1 ~ ~ ~ Proposed Mtch Line.........» - i
~ 1, a -
~ ~ ',x ~ ~ Water Meter 0 - , 1~- ~ ~ i ~ ~ca / ~ ~ ic? ` Water Valve
wv i i ,1 1 ~ ~ ~ ` Gv - , ' ~1 ~ Gas Valve ~ , ~ / - ' / O
y~ ~ ~ ~ +o' Existing Sanitary Sewer Manhole
~ ; l ~ , ~ \ ~ Proposed Sanitary Sewer Manhole • 1 , ~ i ~ ! ~ - ~ . ~ a ~ 1 ~ ~ ~ ~ ~ ~ ` Existing Storm Drain Manhole V2
~ \ ~ ~ / o • / ~ \ % 0 , , Proposed Storm Drain Manhole.._,._ u b
`r~ ~ ' APop Existing Telephone Manhole ~
/ ~ ' ` ~ ~ ~ ~~Fti ' Proposed Telephone Manhole r C n)`~,• 1 ' `g, ^ ' ~k'o,~~ ~ ~ ~ Existing Electric ManhBle .............................._........,..,.....»...,.........»..0 a
r ~ t \ j' - ~ \ 0 , ~ ~ ~ ~ ~ Existing Catch Basin
/ i ~ ' i i,~ ~ /SSA ~ Q e Proposed Catch Basm..»............».............»_..»._,.................»..........»® A
y ,o i ~D n~ A ! V 'l i~ ` ~c i ''~•-Lr T ~ \ ~ ~ P / \ ,~o ExisttngLightPole.............................»............»..»............» # ; ~ , r ~ , j i 1 ~ .p. .g
~ ~ ' ~E, f ` Pro osed Li ht Pole ~ ~ l l T ~ l~ , ~ ~r ) ~ L ~ t ~ ~llN . , ~ ~ f "•o° ' ` Exsshng Utility Pole v L~.y
~1 ~ 1 op0 EC; / V ^ ~ ~ o~ ~ i ~ Pro osed Udli Pole.......»....._ Y, ~
li'rr` \ ` \ ~ ~ ~ ,t' i i i t ~ ~ '0 (NE'D', ` ~ ~ Iron Pin.» ® ' tr / , ~ x , ! Existing Fire Hydrant
~ ice` ~ t ~ ~Y 1 l ~ 1 j ~ y1NE H:-!~ L'1NG-a~ ` ~ x w.,., i. 'i ! ~ ' ~ r ~ ~ ~ ~ - - ~ i t F pD , - E ( / J ° ~ ~ Proposed Fire Hydrant
- ~ b ~ , ~ , y' ~ ~ v- ~ . ~ , . „ , v\ ~ t~ pL6ENW~-.'" ' ao 's' ~ ~ , ? , ~ Existing Yard Inlet r~
-J r' aao ~ i ~ ~ ii ~ l ~ ~ ~C ~e i J ~ , / . `'y' r - 1 1 i ~ , ~'tifr /Y ,T`. ? Proposed Yardlnlet ® C ~C~ ' A ` \ r
/~i r `k i-r( ~1 tl tl i i i ~ MaB Box. ~ CD i~ C t ~ ~ t i i~ i r r j Existing Tree...
m 1 1 1 < r i ~ - ~ i r r ~ Tree Removal.........» X ' f'D _v I 1 1 1 i rr r r Tree Protection ~
_ l it ~ ~ r r ~ ~ Guy Wire..»..._.......,....». ~ r ~
. b ~ r t/ r r v PropasedHandRail....... LLLLLLL ~ r 1 r ~ i r ~ Stabilization Mattin
~ ~ v i r Wetland Area a ~ t!/~~ ~
~ ~ r \ ! rr Proposed Curb & Gutter, Conc Drive & Sidewalk . - i ~ ~ i ~ r As halt Widenin & As halt Drivewa
Pro sed Ri Ra stc V Po P P "
SCALE: 1"=300' ' Existing Rip Rap Ditch i l 1 T Gravel ~s~}~
Pavement Removal.........,»
Contract Administration r~.
~ Storm Water Services ~ ~ ~~s 20 40 60 Construction Mana er ~ e"t-
did Set No Storm Water Services r Plea View
20 40 60 Pro'ectMana er ~ C j . Landsca Mana emeaf ~r I~~~ppi~~ mT??
P ELIMINARY Horz.Profile.........». Pe g C~It1lWOTTIC. ~ R 4 Y 12 -ENGINEERING&PROPERiY DRAW7NG5 PREPARED BY yy CDOT -Design Vert Profile MANAGEMENT ~
arms tro Cen P. G CDDT • TraBir Cnahwl o
~ o ~ CONSULTING CNILENGINEERS APPROVED p
CITY ENGINEER DATE O 00

L N TES GENERAL NOTES ABBREVIATIONS GENERA 0 F,
O ABAND ............................ABANDONED NTS.........,_..._.........NOT TO SCALE ~ a
DRIVEWAYS AND SIDEWALKS: CURB, A D . _ ALCeeRAlc DIFFERENCE o/H ___..ovER HEAD ASPH .......ASPHALT OC... ON CENTER
PROPOSED DRIVEWAY ENTRANCE DIMENSIONS ARE FROM EXPANSION JOINT TO EXPANSION JOINT. SET (OR ADJUST AS NECESSARY) PROPOSED CURB ELEVATIONS TO ENSURE PROPER APPROX ........APPROXIMATELY PAVT _...._PAVEMENT MATCH REPLACEMENT MATERIALS TO THE EXISTING SURFACE ACCORDINGLY. LONGITUDINAL GRADE FOR DRAINAGE. RETAIN EXISTING PAVEMENT (OUTSIDE OF SAWCUT ZONE B/C _ ..........BACK OF CURB PC_. ...........POINT OF CURVATURE ~
IF APPLICABLE), UNLESS OTHERWISE NOTED. BIT_...........__ ..................BITUMINOU$ PERM...,....................PERMANENT V o CONCRETE -SIX INCH PORTLAND CEMENT CONCRETE (3600 PSIJ. BM ..,..,._.....BENCH MARK PG.. .,.....,..,PAGE o ASPHALT -TWO INCH ASPHALT CONCRETE SURFACE COURSE -TYPES (SF 9.SA) BRG ..BEARING PL_. ........POINT OF INi
SAWCUTS: AND FOUR INCH ASPHALT CONCRETE INTERMEDIATE COURSE - TYPE I (I 198) CB .............CATCH BASIN PK... ._....PH NAIL SET o GRAVEL -SIX INCH COMPACTED AGGREGATE BASE COURSE (ABC) C&G .CURB AND GUTTER PP_. ...-...-POWER POLE - v
THE CONTRACTOR SHALL SAWCUT EXISTING ASPHALT AND/OR CONCRETE SURFACES PRIOR PROP ...........PROPOSED V TO REMOVAL UNLESS OTHERWISE DIRECTED BY THE ENGINEER. SAW CUT WIDTH SHAH BE CL ..................................CLEARANCE 1 FOOT MINIMUM FROM THE EXISTING EDGE OF PAVEMENT SAW CUT PAVEMENT SHALL BE C/L FENCE-"._. ..........CHAIN LINK FENCE PSE ...,._..PERM SW ESMT Pa
REPLACED AS WELL AS ADDITIONAL PAVEMENT REQUIRED TO TIE-IN TO FACE OF PROPOSED CMP .,..._CORRUGATED MTL PIPE PT... .........POINT OF TANGENCI o CONC,___ ....................._CONCRETE PVL_......,...,.,,.......,..POINT OF VERT TNT ~ m N DRAINAGE STRUCTURES. CURB AND GUTTER CONST .............................CONSTRUCTION PUE................,.........PERM UTILITY ESMT V c .-naro
OB ._...DEED BOOK RT... .......RRDINS b ~ d m~ao GRADES, ELEVATIONS AND LOCATIONS SHOWN ARE APPROXIMATE. AS DIRECTED BY THE
ENGINEER, THEY MAY BE ADJUSTED TO ACCOMMODATE UNFORESEEN CONDITIONS. TRAFFIC CONTROL: DI .........DROP INLET ~ - v ~ E aN I DIA ........DIAMETER RCP. ..........REINFORCED CONC PIPE ~ 5H ~N WEEPHOLES ARE TO BE CONSTRUCTED IN ALL DRAINAGE STRUCTURES, WEEPHOLES SHOULD BE DW ...................................DRIVEWAY RELOC....._........,....,RELOCATE y 0 o,~oa~
ON 8' CENTER WITH A MINIMUM OF 7 WEEPHOIE PER WALL WEEPHOIES ARE TO BE COVERED TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH THE NOVEMBER 2002 EDITION OF THE R W .....RIGHT OF WAY ~ ~ ouzo I ON THE OUTSIDE OF THE STRUCTURE BY A BAC MADE OF FILTER FABRIC AND FILLED W 78 "WORK AREA TRAFFIC CONTROL HANDBOOK' WATCH AND THE TRAFFIC CONTROL PLANS DIM -....-.DIMENSION / fy +a m .na ~ ( ) E ........EAST/FASTING 5..... ..,........SOUTH „ z o~ o STONE. THERE WILL BE NO SEPARATE PAYMENT FOR THIS WORK. ON SHEET$ TCP-I THROUGH iCP-3. EA _EACH SD... ......_STORM DRAIN ~ I m o'v
STATIONS, OFFSETS AND ELEVATIONS REFER TO THE CENTER OF DROP INLETS, MANHOLES AND JUNCTION BOXES, AND THE CENTERLINE BACK OF CURB FOR CATCH BASKS ALL PIPES SHALL ELEV ELEVATION SF_.....,.......,,_.........SQUARE FOOT p, °opo`o ;i EOP..__ ...........................EDGE OF PAVEMENT S/R FENCE.....,..,.....SPLIT RAIL FENCE ~ `0 'LD rndoa~
BE RCP CLASS III, UNLESS OTHERWISE NOTED. ESMT ...............................EASEMENT SS.............,......_,....,SANITARY S UTILITIES: ExlsT__ ................._ExISrINC srA.......__..._..sTAnoN
F/C .................................FACE OF CURB STD.........,,...,,..........STANDARD UTILITIES ARE ILLUSTRATED FOR INFORMATION PURPOSES ONLY. THE CITY WILL NOT BE HELD FES ..................................FLARED END SECTION SW.........,..................SIDEWALK
FH .......FIRE HYDRANT TAN. ..........TANGENT RESPONSIBLE FOR THE ACCURACY OF UTILITY LOCATIONS, SIZES, DEPTHS, OR FOR FOC „FIBER OPTIC CABLE TCE. ........,..TEMP CONST ESMT COMPLETENESS OF UTILITY INFORMATION. GV ,..,..GAS VALVE TEMP ..........TEMPORARY
HORI2 .HORIZON iAL TP.., .........,TRAVERSE POINT PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY ALl UTILITY OWNERS WHOSE INi... .._....INTERSECTION T/W.....---.-...----.TEST WIRE FACILITIES WILL BE AFFECTED TO DETERMINE UTILITY LOCATIONS. THE CONTRACTOR SHALL INV .INVERT TYP, ..-..-.-TYPICAL
PROTECT ALL UTILITIES FROM DAMAGE CAUSED BY HIS OPERATIONS OR THOSE OF HIS AGENTS, ' ~ U/G ,..,.....,..UNDER GROUND THE CONTRACTOR SHALL HOLD THE CITY HARMLESS FOR ANY THIRD-PARTY INCONVENIENCE IP . ~._..,.JRON PIN SET VC... ....._VERTICAL CURVE
CREATED BY WORN OF HIS OWN FORCES OR THAT OF HIS AGENTS. LF .........L NEAR FOOTAGE VERT VERTICAL W..... ...WEST
AS NEEDED, THE CONTRACTOR SHALL ADJUST/RELOCATE THE SANITARY SEWER AND WATER LT ...........LEFT W WITH Ib ,.....POUND LINES ONLY. ALL OTHER ADJUSTMENTS RELOCATIONS WILL BE PERFORMED BY THE VARIOUS ~ . UTILITY OWNERS. THE CONTRACTOR SHALL COORDINATE WORK WITH UTILITY OWNERS SO AS LP .....,...LIGHT POLE WM.. ....",.WATER METER o
NOT TO ADVERSELY AFFECT THE PROJECT SCHEDULE. THE CITY WILL NOT BE HELD MAX... _ ............................MAXIMUM W VAULT......_.. _.,....WATER VAULT x MIN ..................................MINIMUM WV....... ....,.WATER VALVE RESPONSIBLE FOR ANY DELAYS OR DISRUPTIONS TO THE WORK SCHEDULE OF OTHER MONO.. .,,.._,.MONOLITHIC 60p ..........................SIXTY PENNY NAIL SET
UTILITY OWNERS. mph ................................MILES PER HOUR - ~ ~ FOOT c ...............INCH o FOR LOCATING WATER AND SEWER LINES, CONTACT CHARLOTTE-MECKLENBURG UTILITIES AT MTL..__. ..........................METAL
[phone] (WATER) OR [phone] (SEWER) N .....................................NORTH/NORTHING
o FOR UTILITY LOCATES CALL NORTH CAROLINA ONE-CALL ®1-800-632-4949. o FOR LOCATES OF UTILITIES NOT MEMBERS OF NORTH CAROLINA ONE-CALL CONTACT STANDARDS
THE CONSTRUCTION MANAGER. GARY STANSBURY -
600 E FOURTH STREET o''. CHARLOTTE. NC 28202
704-336-2667 THE FOLLOWING STANDARDS AND THE LATEST REVISION THERETO ARE APPLICABLE - THE CONTRACTOR SHALL ADJUST AlL WATER VALVES, WATER METER BOXES AND WATER TO THIS PROJECT AND BY REFERENCE ARE CONSIDERED A PART OF THESE PLANS.
VAULTS TO FINISHED GRADE. WATER METERS LOCATED IN SIDEWALKS OR CONCRETE DRIVEWAYS NCDOT STANDARDS SHALL BE USED. CHARLOTTE MECKLENBURG LAND DEVELOPMENT SHALL BE INSTALLED WITHIN CONCRETE BOXES. STANDARDS MAY BE USED IF THERE IS NOT AN APPLICABLE NCDOT STANDARD.
GAS LINES WILL BE ADJUSTED/RELOCATED AS NEEDED DY PIEDMONT NATURAL GAS. A
REPRESENTATIVE OF PIEDMONT NATURAL GAS MUST BE PRESENT JUST PRIOR TO AND DURING CONSTRUCTION NEAR EXISTING GAS LINES, THE CONTRACTOR SHALL CONTACT PIEDMONT NCDOT STANDARDS: NATURAL GAS ATLEAST iW0 WEEKS PRIOR TO CONSTRUCTION.
EXISTING SANITARY SEWER AND WATER LINE: STDNO. DESCRIPToN ~
838.11 BRICK ENDWALL FOR SINGLE PIPE CULVERTS Ca 1HE CONTRACTOR SHALL USE CARE WHEN WORKING AROUND SANITARY SEWERS ANO WATER 840.00 CONCRETE BASE PAD FOR DRAINAGE STRUCTURES
LINES. SHOULD THE CONTRACTOR DAMAGE EXISTING SEWER OR WATER LINES, HE SHALL 840.75 BRICK DROP INLET - 12" THRU 30" PIPE IMMEDIATELY REPLACE THE LINE AT HIS EXPENSE WITH RESTRAINED JOINT DUCTILE IRON PIPE 840.16 DROP INLET FRAME AND GRATE (FOR USE ON 840.15)
THE CONTRACTOR SHALL REPLACE SANITARY SEWER AND/OR WATER LINE, LMTH A MINIMUM 840.32 BRICK JUNCTION BOX - 72" THRU 66" PIPE TEN FOOT SECTION OF RESTRAINED JOINT DUCTILE IRON PIPE WHEN DRAINAGE PIPE COMES 840.34 TRAFFIC BEARING JUNCTION BOX (FOR USE WITH PIPES 42" AND UNDER) O
WITHIN TWO FEET OF SAID LINES, VERTICALLY OR HORIZONTALLY. 840.35 TRAFFIC BEARING DROP INLET 840.37 STEEL GRATE & FRAME (FOR USE ON 840,35)
SUBSURFACE PLANS: a4o.52 PRECAST MANHOLE - 4', 5', AND 6' DIAMETER 840.54 MANHOLE, FRAME, AND COVER
NO SUBSURFACE PLANS ARE AVAILABLE ON THIS PROJECT. THE CONTRACTOR MAY MAKE HIS 84D.66 DRAINAGE STRUCTURE STEPS OWN INVES?GATION TO DETERMINE SUBSURFACE CONDITIONS. 840.71 CONCRETE AND BRICK PIPE PLUG 846.01 2'-6" CONCRETE CURB, GUTTER AND CURB, AND GUTTER
MAIL BOXES: 1sos.m TEMPORARY SILT FENCE 1622.01 FLEXIBLE SLOPE DRAIN m ° ~ U O w F
THE CONTRACTOR SHALL REMOVE, PRESERVE, OR RESET ALL MAIL BOXES AS REQUIRED BY 1630.03 TEMPORARY SILT DITCH ° ~ n o 163202 STONE INLET SEDIMENT TRAP ~ o s e SECTION 107-12 OF THE NCDOT STANDARD SPECIFlCATIONS FOR ROADS AND STRUCTURES. x x
1636.01 ROCK SILT SCREEN 2; COORDINATE THIS WORK WITH THE U, S. POSTAL SERVICE. 1632.03 SILT FENCE STORM INLET SEDIMENT TRAP n d
FENCES: ~ J ~4 0 o~
THE CONTRACTOR SHALL REMOVE AND RESET FENCES AS NOTED ON THE PLANS AND/OR o ? ~ m m As DIRECTED BY THE ENCwEER. CHARLOTTE-MECKLENBURG LAND DEVELOPMENT I ~ " 3 W ` w
s Io ~d~° TREES, SHRUBS, AND HEDGES: STANDARDS; m'
THE CONTRACTOR SHALL PROTECT ALL TREES AND SHRUBS OUTSIDE OF CUT/FILL LINES, IN ADDITION TO THOSE THAT RECEIVE TREE/SHRUB PROTECTION BARRIERS. THE CONTRACTOR IS STD NO DESCRIP 0
ALSO REQUESTED TO SAVE OTHER EXISTING TREES AND SHRUBS AS DIRECTED BY THE ENGINEER. WHEN ROOT PRUNING IS NECESSARY. CUi R00T5 CLEANLY USING A DISC 10.01E TREE PROTECTION DETAIL
TRENCHER IN ACCORDANCE WITH SECTION 01000 Of THE C11Y OF CHARLOTTE LANDSCAPE 20.17A CONCRETE WINGWALL WITH SPLASH PAD W CONSTRUCTION STANDARDS. 20.23 RIP RAP APRON AT PIPE OU ilETS U ~ ~
20.25 TRENCH DETAIL FOR STORM DRAIN PIPES z SIDE SLOPES: 301G TEMPORARY ROCK CHECK DAM ~ O
30.11A STABILIZED CONSTRUCTION ENTRANCE W W H THE MAXIMUM SLOPE SHALL NOT EXCEED A 3,1 (HORIZONTAL TO VERTICAL) 40.02 TREE PROTECTION A EI
UNLESS DESIGNATED BY THE ENGINEER. A CUT SLOPE OF 2:1 MAXIMUM WILL BE USED 40,13 TEMPORARY TREE PROTECTION ~ a O ~ ONLY AS DIRECTED BY THE ENGINEER. 50.04 TYPICAL HANDRAIL ~ ~
v z~
EROSION CONTROL; ~ CHARLOTTE-MECKLENBURG UTILITY STANDARDS: a
THE CONTRACTOR SHALL MAINTAIN EROSION CONTROL DEVICES IN ACCORDANCE WITH THE SHEET N0. DESCRIPTION ~ W APPROPRIATE CITY AND STATE EROSION AND SEDIMENT CONTROL ORDINANCES. THE CONTRACTOR SHALL PREVENT STANDING WATER DUE TO CONSTRUCTION. DISTURBED AREAS 5-1,2 4" SEWER LATERAL (TEE) it
SHALL BE SEEDED AND MULCHED, THE CONTRACTOR SHALL FOLLOW THE EROSION CONTROL S-4 PRECAST MANHOLES - 4' AND 5'IN DIAMETER ~4 MEASURES SHOWN DN SHEETS EC-1 THROUGH EC-6. 5-5,6 OVTSIDE DROP W W
5-14 PLASTIC STEP, CORED HOLE DRIVEN IN PLACE 5-15 CAST IRON FRAME AND COVER FOR SANITARY SEWER MANHOLES
W-17 3/4" AND WATER SERVICE CONNECTION W-18 CONCRETE METER BOX FOR 3/4" WATER METER w ry a
N ~ ~

E~+
MI OR WATER MAIN EXTENSION APPLICATION FOR NON-DISCHARGE PERMIT APPLICATION FOR PER T F
GRAVITY SEWER MAIN EXTENSION EAST PRONDENCE CHARLOTTE-MECKLENBUAG UTILITY DEPARTMENT PROJECT NAME:
PROJECT NAME cerr °vnNnvNCS - CMU PROJECT NO.: remrei n~ocrn~cucNT PRn,IFf.T
rirv nc rueoi nrrF PROJECT DESCRIPTION: STORM WATER IMPROVEMENTS INVOLVING CHANNEL GRADING, STREAM BANK STABILIZATION CULVERT REPLACEMENTS ROADSIDE DITCH GRADING. DRIVEWAY ~ CULVERT REPLACEMENTS AND WRIER MAIN RELOCATION'S AT STORM DRAIN
CMUD PROJECT NO.: CROSSINGS.
PROJECT TYPE: ? NEW CONSTRUCTION ~AELOCAl10N MODIFlCATION OF PERMIT N0. U ` OTHER DESIGNED BY: FlRM: neu~mnNr, Gt EN P C ~
VOLUME OF WASTEWATER (;ENERAIEO BY IRIS PROJECT: N/A GALLONS PER DAY BASED muaNNA QUINN ° N ON 190 GAL/DAY/SINGLE FAMILY HOUSEHOLD X ~A HOUSEHOLDS OR ENGINEER: ~ m
~ ,-MM N/A UNITS OR IS BASED ON : ADDRESS oann_y SOUTHERN PINE BLVD - C7 ~ a aom 135 GAL/DAY/MULII-FAMILY UNIT X CHARLOTTE. NORTH CAROLINA 28273 '0 ~ ~No
N/A m ~ rm ~m
WASTEWATER TREATMENT PLANT RECEIWNG WASTEWATER: PHONE: _(7ndY 529-0345 u ~ n ? McANINE CR. (N0002491D) g IRWN CR. (N00024945) ? MrAOWELL CR. (N00036277) w ~r °n a THIS APPLICATION IS MADE UNDER AND IN FULL ACCORD WITH THE PRONSIONS OF CHAPTER 130A-317 OF THE
4937 MALLARD CR. N00030210 NORTH CAROLINA GENERAL STATUTES, AND SUCH OTHER STATUTES AS RELATED TO PUBLIC WATER SYSTEMS k = ~ ~ o ? SUGAR CR. (N0002 ) ? ( ) ANTED AUTHORITY TO ISSUE PERMITS FOR EXTENSION OF WATER MAINS PURSUANT TO 15A ~ m ~ m CMUD HAS BEEN GR W ~ ~4 °c° o
NATURE OF WASTEWATER 100 X DOMESTIC % INDUS1RIAl NCAC 18C.1801. THE APPLICANT AGREES 1HAT NO SIGNIFlCANT CHANGE OR DEVIATION FROM THE PLANS AND auaa SPECIFICATIONS APPROVED BY CMU WILL BE MADE WITHOUT THE WRITTEN CONSENT AND APPROVAL OF CMU
_X COMMERCIAL _ % OTHER OR ITS AUTHORIZED REPRESENTAtIVE. A FROFESSIGNAL ENGINEER LICENSED TO PRACTICE IN THE STATE OF NORTH CAROLINA SHALL SUBMIT A STATEMENT REFLECTING THAT ADEQUATE OBSERVATIONS DURING AND
ORIGIN OF WASTEWATER SUBDIVISION COMMERCIAL UPON COMPLE110N OF CONSIRUC110N INDICATES THAT CONSTRUC110N WAS COMPLETED IN ACCORDANCE WITH SCHOOL INDUSTRIAL APPROVED PLANS AND SPECIFICATIONS.
APARTMENTS/CONDOS OMER UST ANY PARAMETER AND ITS CONCENTRATION THAT VJLL BE GREATER IRAN NORMAL DOMESTIC LEVELS: PERMIT N0.
"'ONE APPROVED: DATE
IF WASTEWATER IS NON-DOMESTIC, DESCRIBE LEVEL. OF PRETREATMENT: u A BARRY D. SHEARIN, PE, CHIEF ENpNEER CHARLOTTE MECKIENBURG U11UlIES
IF A PRETREATMENT PERMIT IS REQUIRED, HAS ONE BEEN ISSUE01 ? YES LG~NO 5100 BROOKSHIRE BLVD.
AN THIS FLOW? YES NO CHARLOTTE, NORTrT CAROLINA 28216 _ HAS ENpNEER DETERMINED THAT DOWNSiI~AM SEWERS ARE CAPABLE TO H OLE ~ ? PERMIT N0. FOR SEWERS IMMEDIATELY DOWNSTREAM NOT AVAILABLE
PIPE DIAMETER OF SEWERS IMMEDIAI0.Y DOWNSTREAM 9" HAS ENGINEER DETERMINED THAT NC DEM AND CMUD MINIMUM DESIGN STANDARDS ARE MET BY 7HIS
PROJECI7 Q~YES ? NO
COMPLETE NAME AND ADDRESS OF ENGINEERING DESIGN FlRM: emicron"ir_ nFN PC
9600-H SOUTHERN PINE BLVD. CHARLOTTE NC 28273
TELEPHONE 704 _ 529 _ 0345 F. PROFESSIONAL ENGINEER'S CERTIFlCAlION:
I, JOHANNA QUINN ,ATTEST MAT THIS APPLICATION FOR EAST PRONDENCE caPlral iucenVgMEUT PROJECT HAS BEEN REVIEWED 8Y ME AND IS ACCURATE AND COMPLETE TO 1HE
BEST OF MY KNOWLEDGE. I FURTHER ATTEST THAT 10 THE BEST OF MY KNOWLEDGE THE PROPOSED DEMGN HAS BEEN PREPARED W ACCORDANCE WTH THE APPLICABLE REGULATIONS. ALTHOUGH CERTAIN POR710N5 Of THIS SUBMITTAL
PACKAGE MAY HAVE BEEN DEVELOPED BY OTHER PROFESSIONALS,INCLUSIDN OF 1HESE MATERIALS UNDER MY SIGNATURE AND SEAL SIGNIFlES THAT I HAVE RENEWED 7HIS MATERIAL AND HAVE JUDGED IT TO BE CONSISTENT WITH
7HE PROPOSED DESIC~7. NORTH CAROLINA PROFESSIONAL ENGINEER'S SEAL, SIGNATURE, AND DALE:
CMUD PERMIT N0. ISSUED Cl~
PLANT FLOW ALLOCATION RECORDED BY: PERMIT APPROVED BY:
BARRY D. SHEARIN, P.E., CHIEF ENGINEER
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3 ~ PROP. R/W SIDE SLOPE VARIES. SEE
PLANS FOR PROPOSED R/W SIDE SLOPES U a
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3 TYPICAL ROADSIDE DITCH SECTION ~ m
G3 N.T.S. ~ ~ ~M P7 n Noa u
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n omou SAW CUT FOR C2 01 W J ~ p o 0 x PAVEMENT E%IST. A6HPALT, l``~5 p~0_U p,
CONCRETE OR CABC BASE. - ~

17 MIN. 12' MII1
\ ~ SELECT FILL MATERIAL MAXIMUM SLOPE BASED
ON OSHA STANDARDS.
uNDISTRUeEO EAATN 2a• PIPE a.o. 2a• uxolsTRUeco EARTH _

o
PAVEMENT SCHEDULE °~p~` ~ / PROP. 1" ACSC TYPE SF 9~5A Ai C2 110LB5/SY/1NCH DEPTH
DI PR0~4.5" NCH OEP1H APPL ED IN iW0 LIFTS. `
PROP. ~~ACIC 1YPE I IS.OA AT / i./~ / ~~A~ E1 1141B5/$Y/MCH DEPTH APPLIED IN TWO LIFTS ~ ~ , ~ ~
PLACE PIPE ON SUITABLE EXISTING MATERIAL OR FOUNDADON CONOI710tNNG MATERIAL (SELECT MATERIAL CLASS V1)
AS DIRECTED BY THE ENGINEER. o-
1. ABLL~CONCRETE AND ASPHALT PARVEMENT, INCWOINC DRIVEWAYS, TO BE CUT W11H A SAW. 2. ALL PAVEMENT REPPIRS.ARE SUBJECT TO APPROVAL BY CITY OF CHARL071E O.QT. AS
APPLICABLE 3. 12-INCH MINIMUM CUT OUTSIDE TRENCH IS ALSO REQUIRED FOR SLOPED TRENCH WALLS. ~
4. 0. MINIMUM OF 24' FROM OU151DE DIAMETER OF PIPE i0 SIDE OF TRENCH MUST BE ALLOWED FOR COMPACTION OF F1Ll MATERIAL. BACNFlLUNG OF 1RENCHES SHALL BE ACCONPUSHED
IMMEDIATELY AF1ER THE PIPE IS LAID. THE FlLL AROUND 1HE PIPE SHALL DE PLACED IN LAYERS NO7 10 E%CEEO 6', UNDER NO CIRCUMSTANCES SHALL WATER BE PERMITTED 70 RISE IN UNBACKFllLEO TRENCHES AFTER DIE PIPE HAS BEEN PLACED. COMPACTION REWIREMENIS SHALL
BE ATTAINED BY THE USE OF MECHANICAL TAMPS ONLY. EACH AND EVERY LAYER OF BACKFILL SHALL BE PLACED LOOSE AND iHCROUCHLY COMPACTED INTO PLACE
5. ALL 1RENCNING OPERADCNS SHALL MEET DSHA STANDARDS. SHORING REQUIRED IN ACCORDANCE O W11N OSHA STANDARDS, PART 1926, SUBPART B.
6. ALL BACKFlLL MATERIAL SHALL HAVE AN IN PLACE COMPACTED DENSITY OF 95R STANDARD PROCTOR. THE FINAL 2' BELOW FlNISHEO GRADE SHALL ~ 100R O
7. BACNFlLL MATERIAL BENEATH ROADWAY SHALL BE SgFCT MATERIAL MINIMUM NCDOT CLASS 11, ttPE 2 AS APPROVED BY THE ENGINEER.
2 TYPICAL TRENCH DETAIL FOR STORM DRAIN PIPES m ,
NCDOT METHOD A -MODIFIED N.T.G. ~ , o w o G3 ~ N „,a a =m
a
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m ~ ~ o 'm O p o a o z W
0 0 ~ a ~ rc 2' ASPHALT CONCRETE ~ ~ n
SURFACE COURSECOURSE, TYP~.5A
~ - I
W 24' 24' y a
snwcur Axo sAwcur Axo V REMOVE FOR CURB REPLACEMENT ONLY REMOVE FOR CURB REPLACEMENT ONLY Z
W F NOTE: ELEVATION OF lIP OF PROPOSED GUTTER IS 10 MATCH ELEVATION W OF UP OF E%ISTING VALLEY GVITEA. CONTRACTOR IS TO SUPPLY FBI A
AND PLACE BACKFILI MATERIAL AS NEEDED 70 MATCH i0P OF NEW CURB. CONTRACTOR IS i0 ENSURE P0.SITNE DRAINAGE r0 ROADWAY W~~4 OR WATERWAY. ANY PONDING ]S TO BE CORRECTED. O ~
REPAIR SECTION a U 1 TYPICAL OVERLAY AND OR CURB a ~
G3 SALE: ,~2" = I• A H
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a ENDWALIS na ° m 3 maw mmo ~ ABBRENATIONS
° d Fz¢ a n rc C.B. CATCH BASIN •
z Feu LLax rc ~ a ° STATION ~z CLASS III R.C. PIPE R.C.B.C. ZoO,v=iro ° ~ ~ m p N D.C.B. DOUBLE CATCH BASIN U ° w (UNLESS NOTED OTHERWISE) (UNLESS NOTED ~ ~ ~ m of ¢ m ~ N.D.I. NARRDW DROP INLET
z~ ~ z OTHERWISE TD. 838.80 ao~ FRAME GRAZES w F° z o ) ¢ AND HOOD w D: a D.I. DROP INLET o~ U o F (UNLESS a o z+ a STD, 840.03 0~ x Y w = m~ F ° F ¢ ~ NOTED I- o a 'F ro f o ci o M.D.I, MEDIAN DROP INLET aQ ~ D] ~ W U ¢ F U
D:3 ~ z a > a 1HERWSE o• o x W ti w - ~ ° o > w ° ) « o a ° ~ Y ~ o m a M.D.I. (N.S.) MEDIAN DROP INLET
w - LIN. m rc m of o ~ N° " x ~ z (NARROW q.OT) z o ~ F > z j ° ^ ~ an d m ~ m ~ o m° J.B. JUNCTION BOX U o
F°o o < w o w ° n n m a a a m m rc a z ~ = z w a ~ ~ 0 15" 18° 24' 30° 36" 42" 54" 60" 66" 72" ? A B o n M N n n ~ n m N ~ M.H. MANHOLE ~ m d d o d a n r` n T.B.D.I. TRAFFIC BEARING DROP INLET o oa o g g a a a a g o n ro o a m m ~ m x~ D: m m n m n an d d d d n n T.B.J.B. TRAffiC BEARING JUCTION BOX ~
? z a o: ~ b~ o pp pp pp pp pp pp pp a a a a ° ° V~ Mn V ~ N UI f~ a n ¢ ¢ Z 2 O ° ° 1- I- I- F F- F~ F- m m m N N 1q ~ a aow
x x x x x o Q a a a m TYPE OF GRATE N m m m m m n~ ~w ~ 6~ E Nry° m ~ m r ~ D= U 01 g Q L (~L a 10 c0 47 O ° x x W W 0: U U ~ Z FH H~ FH IH FF fH 1= m m m~ N N W ~ cro '~N p p W ¢ ~ O O O O O O O O H H F•m d O jMUyn
x m N m n ~ E F G ° d d d o d o .J o 0 o g p w~ o„zo I m w b o of d u d d ci ti ti i$$ $g REMARKS w m vno
a N ~ Cj Z Z Z Z Z Z Z U Z Z Zv U U p =o"' ~ w Imoti o . ~ c
UNE 'A' - 0w ~ ~°cca maOaa 3+93.20 FOW Al fi80.04 6]1.20 CAST-IN-PLACE CONC. MNGWAIL SEE DETAL SHEET D1.
Al A2 104
11+0891 FOW A2 880.50 871.88 CART-M-%ACE CONC. 1WNGWALL. SEE DETAL SHEET DI.
4+05.12 BOH A3 681,88 875b1 675.60 1 1,J 1 1 BRICK DROP INLET'MTH FRAME ANO CRATE
Af A3 675.60 874.50 40
4+31.91 BON A4 BBI.SJ 877.00 675,94 I 0.8 1 1 BRICK DROP INLET WTH FRAME AND GRATE 4+8254 fli AS A84A0 A81,83 879.92 1 1 1 BRICK JUNCHON BO% TAT11 FRAME ANO CRATE
A4 A5 879.92 877.OD 73 'o
UNE 'B' ' :I-'. s
10+56.91 FOW 61 70J.I4 695.24 PRECAST CONC. WNGWALL. SEE DETAL SHEET D2 w o.
01 B2 52 11+08.91 FOW 82 704A2 696.19 PRECAST CONC. WINGWALL SEE DETAIL SHEET D2
18+0227 FOW BJ 713.56 704.89 PRECAST CONC. WNGWAtL SEE DETAR SHEET D3.
BJ B4 52
18+58.27 FDW 84 714,54 705.87 PRECAST CONC. WINGWAU. SEE DETAL SHEET D3. o.
UNE "C'
5+58.08 FOW Ct 700.73 697.90 PRECAST CONC. WNGWAll. SEE DETAIL SHEET D4. Ci C2 2B
5+83.08 FOW C2 700%1 894.58 PRECAST CONC. WINGWN.L. SEE DETAIL SHEET D4,
8+96.82 FOW C3 70.1,34 697.51 CA5f-IN-PUCE CONC. VANCWALL. SEE OETNL SHEET 05
C3 G 80
7+76.82 FOW C4 704.88 698.85 CAST-IN-PLACE CONC. MNCWALL W1H HORSESHOE WEIR SEE DETAIL SHEET O8. 7+51.87 LT C5 70280 899.77 899.57 1 1 1 BRICK DROP INLET W17H FRAME AND GRATE
C3 C5 58
x
0+00.00 FOW D1 705.79 699.12 PRECAST CONC. WNGWAIL SEE DETAIL SHEET D7.
DI D2 56
0+56.00 FOYf 02 708.55 700.38 PRECAST CONC. WNGWAIL SEE DETAIL SHEET D7. 8+18.75 FOW D3 719.98 717.31 PRECAST CONC. NINCWALL SEE DETAIL SHEET DB,
OJ D4 44 ~ m ° w
¢ w o w 8+8275 FOW D4 720.88 714$1 PRECAST C0.NC. WINGWALL. SEE DETAI SHEET OB. ~ ~ ~ ~ n p p _ Z V m
UNE 'E' v
7+69.85 CL Ei 717.37 PRECAST CONC. FLARED ENO SECTION. ~ a a ~ G
E1 E2 72 d o B+41.54 C1 E2 727.00 71&75 718.55 1 1 1 TRAFFlC BEARING JUNCRON BOX WTH FHAl1dE R G1N1E o ° ~ m 'm
SEE DETAIL SNEEf D12 I i ~ ~ a °w ~ rc x E2 EJ 720.86 46 IS ~ o m ~ = rc
8+87.54 FOW E3 724.73 720.38 I 1 1 TRAFFlC BEARING JUNCTION BO% N11H FRAAff 3 GRAZE ,y SEE DETAIL SNFET D12
W W
rJ a a z w~
w ~
A 5a
~U ~
a ~1 a U
H Op
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w
W U, W p ~ \I

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a ENDWALLS a ~ m 'S W W. W w<W mm~ ~1 ABBREI4ATIONS
d F<~ oaz < rc C.B. CATCH BASIN •
z z CLASS III R,C, PIPE R.C.B.C, imo W x cm2 ~ m m z_ D.C,B. DWBLE CATCH BASIN STATION ~ p~ ~ m n ° ° W UNLESS NOTED OiHERN1SE N NOTED a j ~ of ° In N.D,I. ARROW N rc rc ( ) (U LESS x ~ o z a N DROP I LET ~ ~ o o OTHERYASE) (UNLESS orn la-F+ AND HOOD o _ ~ ~ a W of ~ D.I. DROP INLET
oW z TD. 838.8 om~ J~' FRAME, GRATES a ° a m rc F o z, N STD. 840.03 x x rc 3 ° z a ~ a 0 NOR D r a a o w x rc m ~ w ~ a~ W ~ M.D.I. MEDIAN DROP INLET
~ a > w ° TH « o' W ~ f ~ a M.D.I. (N.S.) MEDIAN DROP INLET .~J.~ N z o a ~ w F ° ~ v rc- m ~ a ° _ w° ~ °z (NARROW SLOT) z > w ~ UN. rc m d i r- a ~ ~ 3c a v
o a ~ F w z ~ ° *FT. ~ m m ~ ° ~ v m ° J.B, JUNC110N BOX U o F o a w w ~ o a 18" 18" 24" 30" 36" ~ N m ~ 10 n n m ¢i m m m m N ~ M.H. MANHOLE
ax z a o: ~ o a A B ~ 9o d d d d d d n a w n m T,B.D.I. TRAFFlC BEARING DROP INLET o ° o ~ ~ J ° p O n a a a a a a o o n n 0 a m m ~ N x x D: m m m m m m m n N T.B,J,B. TRAFFlC BEARING JUCTION BOX ~ ~ °o F d d pp d d
y ? Z ~ ~ ~ ~ O ~ O pO pQ pp pp pp pp pp N N d a s U ~ J N i0 1~ a m a a ? Z 0. 0. O p m O ~ F F I- F F- F 40 OO m^ N N d N M y a o o W x x a a - a m TYPE OF CRATE m m In m rn m ~ ~ ~ w d~ E N N I
m ~ F x x X m I~ m 0: ti N p q olm0 w O O x > p F 1- V- 1- 1- F UI N N~ f- F ~ m m Nm ~I N f0 l0 ~ O O x % W W ~ U U ~ Z q N U W I N p p W a N O O O O O O O p p F F Fm L O jMUaVf
x % m N m ~ E F G d d 6 6 d o d J ~ o 0 oa p 9 w~ o~~o I °m a in rt w b b m d ci ti ci ci ti Li ~ f $ $ $N ~ ~ REMARKS w ~ v^o
n N a ui ° d i i i z z z z ti ti z z z., U o a x o n ~ Imoti uNe'e• o c c - io .cco
mmURW 10+70.00 LT GI 704.28 1 BRICK ENDWALL. NCDOT STANDARD 878,11.
61 C2 7m.30 1m.18 20
10+94.00 LT C2 704.78 1 BRICK ENDWALL NCOD7 STANDARD 878.11.
12+77.00 LT G3 704.53 1 BAICIf ENDWAIL N~07 STANDARD BJ8.11,
GJ C4 70240 702.30 20 12+57.00 LT G4 704.63 1 BRICK FNDWAIL NCDD7 STANDARD 838.11. -
18+67,00 LT GS 703.75
G5 C5 700.27 699.27 100 'c
CS GB 898.89 897.50 70
20+33.17 RT G6 700.85 I 1 ~BCN DROP INLET. SEE OET/dL SHEET Off. OB 07 7m.6J 899.15 117
21+49.48 RT G7 707.03 1S 1 1 BRICK DROP INLET, SEE OETAR. SHEFf D11.
G7 GB 000.00 000.00 13
20«64.00 Rf GB 000,00 1 BRm'N ENDWALL N000T STANDARD 838.11.
G7 G9 707.00 701.73 42 0
21+91.88 RT GB 707.25 CASEIN-PLACE CONC. YBNGWALL. SEE OETUL SHEET 010. 22+81.05 RT GIO 710.17 I BRN7( ENDWALL NCOOT STANDARD 878.11,
G10 m1 707.42 706.75 24
.23+05.05 RT Cil 710.50 I BRICI( ENDWALL NCDOT STANDARD 878.11.
29+71.00 lT CI2 72002 1 BRK% ENDWAIL NCOOT STPNDAAD 878.11.
G12 C13 717.80 717.58 24 ~
29+55.00 LT CIJ 720.26 ~a 1 BRK,K ENDWALL NCOOT STANDARD 87811. ~p/a
_
O 1+62.00 LT Hi T09.87 1 BRICK ENOWALL NCOOT SfAN0AN0 838.11,
N1 H2 707.51 707.41 20 1+8200 LT H2 709.97 1 BRICK ENOWAIL NCDOT STANDARD 838.11.
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670 ExRE~xAnxR BOn_a=- 670
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665 F 665
- - _ _ W - - - -z
- - - - - - ~ by J:
660 STA. x+85'00 ro STA. 0+00 W 660 - PAOP. BOTTOM SLOPE = D. F a

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0+00 0+50 1+00 i+50 2+00 2+50 3+00
w a
~ / FAST SSbI ~ 683
PIV WEE. 669))8297 ~ / 0u _ INV V/J1.i669.6E ~ ~~s/ b 9 j -$F@~ f SF
f/ _ ~~cl ~ ~ I ~ 60 ~ ~ u0 SS
~ / ie ~ ssE @9 \ ~ 231-OS-388 yf. _
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6506 FALCS CAKf DR, / ~ S h~ ~ \ ~ ~ W ~ 23]-OS-787 ~ 9 ~ ~ ~
AIfCKLENBURG COU / - DB 16577/PO ~ QOM _ ~ \ F FA ~j ~ \ 6 \ \ LLS LgNE QY~ y 7 I~:' \ ~ - \ NE..6~ ~W
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mu EEEV . s~uf/ ~ ~ / ~ 5 Iw 7 W Qi 1 II ~ z m ~ wv ix 1~~9"G0 ~ / / / ~ ~ 3
pryE. 9Et / / ~ ~ / b vt i ' fEUCE / ~ 6S~ 616 FIEV. 1Nfl0.%`\` ~ ~E (~Tj.~ o m
\ MS 0'J SF V h / ~ ~ 0 POLAR f .1/14l1t14 / ~ ~(y 7 ~ iStroRAp y ~ E. u7exa~~ / ~ " I l tr vcvue O 0 ° ° -
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SSE SS ~E 'a`--- 5 ~ / % / is' LAn SSE SSf bS a ~ SSE SS 35`(_ / ^Y ~ ~ / i5. ~ /
- SSrt SSE \ / ~ ~ i1' Wu SSE ~ / / / ~ ~ 11' POCLIR
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INV WI6666&tll / / I~f r / / I] PoPIM ~ i8' GWIAR W O . e' uAttt °o 2JI-OS-320 I~
MECKtENBURC COUNTY & blb 1~ ~e~ ~ ~ ~ nopEUt A a ~ %REAL ESJAIE/f'WANCE DEPT, ~ /Iq r~ T n' uA%E O ~ ^ LA ~ .
OB 06080/PG 6?5 II ` 1~1 ICI ALLENNg00 R0. )(,tr EOau ~0 ta'vauE ~ A
g~`~q ~ tr Aatt.9 ~ I 2JI-OS-725 O U p~ ~L,, J JOSEPH W FEL IY a H ~qiT 6uu 7, a ~If Prou0. & USA RAfFER7Y
PROPOSm CHANNEL ~ tr cAU OB 19898/PC 567 BOTTOM M1D1R$ `~9A ~ / is' unnEE a `-'a ie cuu 1v-0~5-326 I 3713 ALLENWOOD R0. M NNE A' b MECXLENBURC COUNTY
STA 0+85.00 'A' ONE FROM RI TYP. DETAIL PROP. ~ BEGIN CONSTRUCTION UNE 'A OB 16577/PG Ea0 9TA STA, X-BECKON SHEET N0. BOTAXA N1DTH gA' a 5 Lz' wL6 s' rwn uwu ALLfNW00D RO~ ~ 1~ a
A 0+65 0+80 NO TRANS FROM EtN -E~ ~ ~ e Ny emn \ a EAIST.E TO 4.5' A' E ~ 11MEl1.8E
A O+BO 3400 7 %S-i RtANS. FROM 4,5' TO 24' '
~NOIE MAINTAIN~EpST. CHANNEL BOTTOM M701N. ADJUST w (v CHANN0. PAOFRE AS SHOMN. ~ Q O

_ _ ~ I---- - - - - -_7 q - m~ ~ PROP HANDRAIL ~ ro F
, C ~IxI~ ' ~ 0
II ~ Z \0 ~ PfuOVf~ ~ ~Y x ? - x ___i q l V { m a 5I~ z~z R~
sa m Nm +u; ~ ~ RESTRAINED JOINT pP - ~ W q 68
d 4 ao ATER~XIAIN AELOCA7E _ -N ~ Gk ~ W ~ - _----\d ~BOY1i. PROP, CULOERT.._ ° _F g o - [T] aS '^a~ ALLENWOOD RD. ~ qn~
jWy ~ 6 (n _ _ _ . _ 0 a ~ w
~ Ci o 68 ~ '
- - m W ~ N VI _ _ _ ~ V 0 ^ ~ ~
F'A5~ _ _ N F? y E ~ N OI __-.__-~iiou xµxrx-~.~ } ~.1. PROPOSED ANNEL BOTTOM - ~ ~cm am
IN 67 ~y ~~t)va w ~ g 67 \C
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Q1 N -___-FOOTING - m
665 F 665 F z
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- ~ -~FN& w
3+00 3+SD 4+00 4+50 S+DO 5+50 6+OD 6+50
N5 ~Bpp A pEV,. gp,9p ~f' REPLACE EIOSL SAN. SEWQt YA1H 801f N - WM1q ~ QF 12' RE97RAINFD JOINT PCJ50 DIP E • tl \ ~ \ ~ ~ SAN. SEWER. TIE 10 E105T. SSIAH ~ / ~ ~
i E7ASr. SSMH PLUG E%IST. \ / \ HANDRAIL CMID SIO.N50.04 0 / / / ~ pD ROAD -
INV. IN. TIE TO PROP. ® \ f s ~ `7 j~ Fvrsr w ~ j / ' ` "t SAN. SEWER TO EgST. 95!.81 ~ 0 ''1 .CY \ eoc~ v 6z~so ~ ~ 50 R/ 11) O INV. IN = 870.38 OF'm yV~ \ ~ 'VV' ~ A ~ ~ G
\ / PROP. 130IF OF 2Jv-05426 ~A A ~ / e STANDMD HANOA L S J e° - ~ / CMID 970. 50.D4
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o i~ wi- s1o~~ 9~ ~ \ WNGWALL~SEE ETAR SHEE1°p1 / / fasi fe aw (1j ~ MAIN TO BE / ixv. ix -9es fo ~ O ,bz \ RELOCAtEO B ss / ~ Eur ssxx ~
6 E%IST. UNDERGROUtB) nw EIfN Sae.Se O H 7 TV TO BE R0.0CA7ED BY ~ ~ ^ ~ ? +s e wv in• lies } W 6 a o>xms ((TrP. aF ~ X / . , E xxw ~~,x. X1.5,
O W 7 ~RELOCAIE BOlf OF E~. o wv a\= arose 1rI yWA7ER MAN. PROP. B• ~ ~ ®STA. 4+97.20 ONE 'A•
w REPLACE E%IST. S 12 w Fn s a PC350 REyRItANFD,JDINT ~ PROP. CONC. WINGWAll. O ~ S~W~R WITH 81LF_OF 9i-`" ~ ~ • se DIP WA1ER MAIN ~ / \ ~ SEE DETA4 SHEET D1 RESTR ED NT-P - AEM04E E%19T? ~ - OWALL ~ L REMOVE EbST,
~ W J - ~ REVUCS easT. sµ, sExtn W tiE OF E%1ST. 1 • \ RIPRAP WiH 7001E f2• PC350
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6~6, \ LANOCRAEr PROP, ~ ~ E.I ~ Al Iy'',.~~s~'a.~,n \ ~ ~ \ ~ OB 16577/PG 610 a F W - ~ N. usMxm ~ - _ JJJ6 ALLENW000 RD. j i
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E%IST.I 71.85 _b~~sgE ~I REy r' ~ 131-OS-J6 ~ _ ~ PROP. i eux Ex670~ 1 'M'' I EC BU r y m %OVE 657E \ ~ ~ ,l ~ I
ftM fLEY 68195 I ` ~ i pj"6 G',// E>D . 15'%5.5' ~ ~ - ~Y y INV IN=61195 jj / inv oui=~ - fear 1' acn ~ I ~ ~ ~ x / RD V CUL i ~A I ~N ~ ~Wlf
NV. Wr 615.80 I ~ 9 10.9 r I S ~ ~ ^ N z ~ ~ ~ I ~ b~ ~ 5, F o~ ~ VA _ ~ ~ ~ ~ STA a+2anD NE •A'
PROP. IOIF 15• RCP R 231E OF ~ ~ ~ I ' .bg ix .n ~ . ~ ~ END qOP. B STABIOla710N. 0 2758 PE TO E)BS . 5• RCP 6 ~ ~ ~ ~ ~ 11 ~ ~ fe' rmx wAPLE ~ ~ ~ ~ I 1 ~ D LIN6• •A• CONSIRUC710N. W PROP. NINGWALL I I>` I / FJYO _ ~ l
INV. OUi=874.50 ~ . 15• ~ ~ ~ ~ Q W cnsr elec. ~ ~ ~ ~ ~ I I 1 M P ' S .810. WI7H ~ ~ V~ ~ s Qy a n.asu: ME, GR ANO OOD (N T 9 , A~ s ~ H
2J1-05-J25 nisi w ~ ~ ~ I / BI0.03, •E•) 1z' wu`e' x O / ~ F~) W JOSEPH W FELIY ~ ea.rsai.e5 i ~ ~ ~ PROP. H00 1.63 5~~ ~ U F~
g (15A RAFFERTY w-msel 6~ I I I PROP, i6• I =8 i J T ~ W /y DB 11898/PG 567 iev. ai~ nsr ssxx ~ ~ ~ E%ISi. 75 IN OU~B 9 s' Povv ~ ~s ~ ~ ~ F~1 PROPOSED CHANNEL JJIJ ALLENWOOD RD. canc. ~~x~v irv~vei\ 6e1.a9 ~ ~ A5 PROP. BRICK JUNCRON % ~ a Pm' \ ~ ~ \
/ v ~ ~ ~ a BOTf01A MDiHS INV wr_ c1 s. I I ~ I / ( ) ~ s ~ L ~j d NCOOT S7U. 84D.32, M INO VA ~ t~ F-1 ONE •A• 4 9I ~ I COVER NCDOT 970. 840.64 zr au 2 1-OS-380 l1NE FROM TO TYP. OETAB. PROP. d ~ ~ PROP. WVER ELLV.=884.00 1s 2+a ~ ~ M R
STA STA X-SECTON SHEET N0. BOTTOM NDTH I I °a c'ha fCKL~NBU G COU ~I N0. ~ s I I L ~ E%15T. 15• INV. IN=681.83 ro \ gB~r6577/aC 6/ ~4 a A 3+00 3+93 7 -t ®PROP. BRICK CB \ 5 g I PROP. 15 INV OUT=678.1 r. ~ [ENw000 R0. xs 2a' (racoor s7D. eaa.m), vA>H ~ ~ ~ ~ ~ W Qa
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DB 16237 C 645 PROP. HOOD EIEV.=881.86 24' TO 4.75 3309 ALLEN~14000 RD. E%IST. 15• INV. RL=875.81 ~ w.rzn uax I v ~ ~ iALLfN~14Y1O009ft0, fo' P E-
"NOIE MNNTAN Ep57. CHANNEL BOTTOM W1D7H. ADJUST PROP, IS• INV. OUT=876.60 ~ ( - ~ 11a Fn ses.~ ~ ~ K7 u. CHANNEL PAOPLE AS SHOWN. 2 O ~ m

705 ~ 705 705
- - - - - - - W - - - W W W
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- W - - W ~ m VI UI N - - V
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sso ^ a sso ^ ssa ^ w - N F N ^ ____--EY151~+~'MIEL BOiI-- W PROPOffO CHANNEL BOTTOM + W +
y _ - ~ yy - ~ Hl _ _ _ - - - H - ~ _ - - H
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685 F 685 F 685
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0+00 0+50 1+00 i+50 2+00 2+50 3+OD 3+50 0+00 0+50 1+00 1+50 ~
0
0
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PROPOSEDCHANNEL
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720
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PROP. 01TOM SLOPE = 0.58X -
6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 w:
0
SEE SHEET 10.
1 ~ ~ , ~ 1` ~ / ~ ~ ~ ~ ~ 1 ~o
23t-~ 117 v ~ ~ 2JI-06-219 / TON / SAMUEL J ASBURY III 1 ~ ~ I JAMES R L DOR & N9FE PECCY D. & x9FF BARBARA J. /
DB 02919 PG 196 1 T1J ' 1 DB 11J5i,PC 02B / //i / ` C W 1 1 1401 E vRObfOENCE R0. 7402E vROMOENCE RD. 1 11 I ~ 1` 1
i \ 1 rvsl a ~ ~ ti ~ 1 ' ax>Fa xa~ i i sFan G ` s ~ /
8ie12611p 1 ~ 11 ~ 0 xvce
O G 1 \ I I 1 EgST. 8' WV ~ % REPLACE 40 tF OF EXIST. \ I ~ 1 I / / ~ ~ /
sAH. sEtwt ti»x,H so tF OF PC350 DIP. ~ ~ o~ O ~ ~ ~ .)2W~ ~ ~ ° / - o ~
1~ X111 ~ _ D Da~1 O. ` 1 \ x.'ItlEf~0.0.„1 ~ f / / /
1 1, 1 11 ~ 1 \1, E 111BC3/Mi iY mEE/t2) ~ / ~ za' ,aa x~ ` c RaacAlE EwsT. e' (~q { ~ ~ ~ ~ N 0 ~ (1 ~ WATER MAIN. PROP: 301Fl'[~'"~acSE~[ ~ f ,i e
~ ~ ~ ~ ~ ~ ~ RESTRAINED JdNT v~~ e'_ _---az6 ~ ~i ~ ~ ~x' dr ~m 2 C350 DIP WATER I~IJn.X~- ~i ~ ~ im 'm ~ 1"1 11' F ~ ~ ~ 1 1~1 0 10' RE ~ / ~ W p
11 ~ ~ ~D' )REf U 1RCE C v 1 a w x 9~~ ~ \ ~ N<a N Y o Q stab+84-e~'uNE'E' ~-)2Y _ - ~ onx ~ .i u ~ v n a E, 0 ~ ~ ~ ~ ~ ~ ~ ~ s
PROP. 38' CONa FEI \ \ ~ n xck / N / - i ~ 1 II II i m ~E OETAL SH ~ REATOOL 20IF OF / /PROP. 15' RCP ~ 1 l 3 F
_ EXISL 18'RW~ ~ ~ .SEE SNEET 15 FO~~R~~// ~ ~ ~ d \ Ts ie' TREE ,8. PA~OSED BTDRAI'U1fPIR / ~ [~sr s' cw IMPRy119AERP5 ~ g ~ v/ i
C iH[ fXSr t6 aro ~ IY m[[ I of ~ k1EV. • 1ffiE7~ M a i A m/'~.---''~' ixv. as -rza.)o j 6 _ E3 ST B+BkB4 LINd" x- w o ~ ~ m m ~ ~ ~ m[E ~ 'D~'af [rs) B' aW ~ ~ ~ ~ OPAOP. DI SEES < • fanm)se \ o
0 .-72 ~iR[[ - ~ ixv i =rxi.ia J 91EET D12. i i/ - ~ I x 3 rc a ~ (ti / 71 ~ ~ East ~s' aw \ o m p a o
CTS \ $k 718 _ 2 ~ ~ t ~ DAK REMO E7DST. ~ l l S" ~nSDE f ° ~E/ DE ~ I ~ n / ~ ~ AIPRAP 1 ~ ~ sDe ~ ~ < W Su ~ Q _ a' la[E T IaFF / 71 19 ~ C laEE ` \ ) ~
'U /1V'0~ 72 e' mff / I ~ OF JS.qq~~ ? FLOW ID' WEE i0 taEE ~ / ~ x I' 1PFf ~m•~,e-~ / J^" ` ` ~ v
715 ~ ~ VxgF ~ 1 ~ s' mf[ 0 11 8' laEf % 1 h7 a I'fiEE 1 1Pff 1 ~ / ' ? 0 1 SOE / ^ W W k1 77I of / ~ / ~ N
>r8 ~ ~ / ' E4 SA 8+41.51 NNE'E' ~ > ~ ~ o~ - a~ ~ ~ / X71 / / O ~ ,r^~ I ZS 11 ~ ~ p~ 1~1-06-2?0 / ~j U ( PROP. D OETPIL tot Y i XIMBPRLY H. HANSE Fi H i ~w+ / r ~
h~ _ ~ ~i sOE # ~ ,Y ra[E SHEET D ~ a' ma [ 1 1 n( i 0 IJ2J0/PC I)7 W ~Sy . V,^~ - 1 ~ % ' xDSlxsn~9 PAO~~'QF OF ~ - NE'E' 24IV E. vRONOENCE RD. f / ^ r 1
~ v 15 RCP 0 7.75R " R AS CONC, / i / I[M,,,I~ O W '~f ~ o / ` 1 ~INU, I~72f.28 W ~ u. x ff A. 2a~7r~) / / ~ l 3p / I/ ?"I ~^y~
rr'W~V REMOVE ANO LACE BBLF ~ ' 1 1 S ~ }y ~r CAS IJNEy~ / W OF 4' CHA FENCE ~2'' 1 / / 0 ti
N no- ~ ~ 7Jl-06-Irr BE RELOO t^ 3d` 30 U i Q FRiuED efoc, , 1 INLUAM W. CORDON BY OTHERS ~1 1 0 , ~REMO / / Wa%~ ~ mrssns & WIFE BEVERLY C N \ 1 ,R ~ I~
/ ~m - DB 06884/PG 597 ~ ~ 7P6 ~ f~~ 30 ^ x~ ° )4i.)J 2410 E PRONOENCE RD. \ 2J1-O6-111 Fat PROPOSED CHANNEL ~ I ~ - rte MARGARET M. BAKER PROPOSED AOAD90E DITCH. SEE x - 4.T1
~ NNE ~RiS SHEET 15 FOR PROPoSED ST(XUA E • I '~0 { OB 08895/PC f01 ~ a ORAMAGE IMPROVEMENTS 11r7 f. vROt70ENCE R0. LINE FROM TO TYP. DETAIL PROP. ` ~ 1\ r_,
STA. STA %-SECRON SNEEi ND. BOTTOM WIDTH F`I N0. 1 1 ~ EprtEo a.
MOTE MAINTAIN ERST. CIUNNEL BOTTOM W01H. ADJUST W 4 CHANNEL PROFlIE AS SHOWN. I ~ p

i` I
p ` II 1 1 ~ I ~ E
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1
\
0 ~ °firv~ ~=as/s~is' 231-06-108
UzRry R • noaco' \ L • 480. U' NELEN M. DAMS Q cx eR.. 9JOY)4YE DB I2780/PG 4l6 I ~ 2 o
ALSz ' cR ois/. = 4ez.1B' 1011 E. PROVIDENCE RA \ i ` I 2J1-O6-209 Vp o ~ N \ 1 H&WWIFE CEMMAOHO ~ C1
1 DB 01436/PG 734 ~ m n y I e I 20JI E PROVIDENCE RD. ~ ~ ~ ` W Lf C ~ x7 M
bc' TA a o m n~a i-r al b IUd ala
J ~ ~ ' I Q PRDP. ROADSIDE DITCH. ~ 6~ E NN~ ~ - Yry NOi i ~ / ~ ) ~ . w e I BOTTOM SL 300, 45RUNE 'F" ~ c¢ ~ I W LAST. 8' ~ ~ ~ ~ w v rartR~" ~ / om~~rt I \ ox i~ ~ u' ~ DEPTH = 15' W ~ ~ o ~ z o ~
~ m \ ~ 1r P0°`"" y~ R/W SIDE SLOPE = J:1 W Q' ~ ~ x tin °o ~ O W ~ 1B~ Rux ~ Jar Wp OS SEE DETAIL SHEET C3. ~ ~ ~ M ~ x o ~
T ± 1x'rvnx wx ~ ~ ~~e ~ _ omoo ~~~j li/ ~ ~ ~ - ~ 1 Ewsr a4'RCO ~ • e Q' mOc°io B' TREE _ F ~ ~ ~v ~ y _ n°b wax.aoyp5 e ~ ) !/1 ~l rndoaLL
RfM- ~ ~ ~ ~ ~a~~ - -1a= >I ~ L 7
12 2v N ~ _ \ v ~ , ; - 15_-s _ - - ~ ~r 717 71e _n _ I.Ti ~ ~ ~ ~ I ~ - - 1 H
- m VID~NCE D - - - - - - - - B.5'q - - W
g0 ~ d \ \ ~r I ` ~ ~B OG ~ ~ _ / EwSrta uux 1i In
I ~ ® / _ ~ ~ ~ RESET EXST. y - ~ ~ ~ ~ ® JO _ - _ - I 7 3 ~ MAILBOX ~ - - ~
I ~ ~ ~ i - E &5' c 4N ~ 1 ~ 6~ / ~ _ _ O L a3 G
~i 98MfM 111 -]12- .]13 - - - \ RN.ELEV~ )114,
A. DROP NV)I5~)RRe1 ~ ]10 ~ ~ -)13_1 714 71 UirvF \ inv WSJ. as~0,5, N N1 C'
c: o~rv our=) ios.es 3 ~ ~ ' I _ - n5 ~t'l_ ~...-~-~'7IR ~ ~ ~ 1~~ - ~ 1-~~ ~ EACI ssux ~ I ~ _ ~ A 74a ~ ~ W
xN uEV. )u.w ~~II 1 ~ ` ~ e~~ F. PROP. ROADSIDE DITCH. Z ix= ms.o1 e. Nv i mane ~ ppOp 20LF OF 15' STA 3+21-4+30, RT. IRTE ' H c ixv wa= aam I _ BOTTOM SLOPE = 4.5% 1~ -
SEE SHEET 7 FOR ~ ~ ~ 0 O.SOS 1 1 pEpTM = i' PRIMARI' DRNNACE ~ 1A ` MY. RI -71506 ~ R/W SIDE SLOPE = J:1 SYSTEM IMPROVEMENTS ~ ~ e INV. OUT = 714.96 1 , SFE DETAIL SNEEi G3. V
23l-06-306 11 I EI SUZANNC 5. SA ?ARO 1J1-O6-30
3 DB 06281/PG 975 1 = I III OAND L h SUSAN ~ E?pN~ Q L~ K 2000 E. PROVDENCE RD. 08 142D6/PG ¢¢3 1J1-O6-J08 A 2076 E. PROVDENCE RR I I CHARLES H GARDNER, JR. I~ I HAn a4' acv 1 1 8 INFE CAROL 0
SFE SHEET U1 FOR I y ' W1 =)oB'o° DB 06697/PG 663 I SANITARY SEWER 'I I ,a ' 1 2100 E. PROVIDENCE RD.
RELOCATION. ~ I N e n \ I
I I
~ I
~ ~ ~ 0 ~
1J1-06-210 1J1-O6-211 231-05-172 O 131-06-109 ROBERT L BRANSON LAURIE L. CLARK ^ HOWARD C. VMLFONC I CHRISDNE M. (Ef & RIFE EMMA H. OB 07999/PC 957 & w1Ff DOROJHY B. & NCNN L. HORNE O
W OB 02436/PC JJ4 2109E PROVDENCE R0. OB 04319/PC 120 OB 19065/PC BB2 20J1 E PROVDENCE R0. 2175 E PROVDENCf RA 1209 E PROVDENCE ft0.
I {Y) REMOVE BMP OF E'%IST. eT,' 15' RCP.
PROP. 88LF OF 24'RCP PROP. ROP?SIOE DITCH. NV. M 723.19 - STA 5+16-7+26, LL LINE 'F' I o m o w E.I I V BOTTOEI SLOPE = 1.73% a w o W o~
N .OUT = 720.17 ~k'a"• PROTECT EXIST. pEpTM = 2' io' wa II J x a ~W w PlAN1ER 10' TRANSITION FlTOM N.xrtns u` ~ u n o 1 R/W SIDE SLOPE = 3•.1 RESET E%IS'E. POWER PROP, DITCH CRO55 =
M N Eras/ 15'QRCP I I \ [us] 1s' Rw SEE OETPIL SNEET G3. POLE (BY O7HER5) SECRON 10 EgST. CRAOE ~ JZ x 1~ n = a0.A3 ~ NV. WE =}aJ,~9 4~ a d~ a a~ e s • e e e ~ \ _ 9 - _ U] es 4 `r _ o m_ --]zv-, - -e~,RE - ~ ----Rrv-- - - - - RYV ~ - ~-'~9'~- LCJ o w
_ \ SB__ So T9e-- ~o J o 3D 3D 3D )n 722 ~ En5l6RicY ~ _ \ 9®~ 41 ~ ~ ~ ~ _ - ]2B - - D ~ ~ O ~ a 0 vl i m o
_ n oM~1f m pR~jVE fir- CAS/. 8. m PLM~IERS 4x 00 ~ V ) } x e II mm _ _ - v ---W_°~--z _ w v w- I M ~w ~M w +~W ~z ~~<B
/ _ _ ICI w ° o ,a. - L ~ - 4 W'l M - ~ _ _ _ _ - - - _ EaTT~~~ac -MB - ~ _ / -'L _ - _ ~ - - _ _ - _ y~i I ~ ~ ~ W ~ ~-Me - - -T - 8.5.3 n a ~ ~i n
w ~N 6.s~ ~ ~,a°~,„ e~ ~ E,~'=mm VIDENCE~ RIVE ~2Q LINE F ~ m AOJUBTEf05Ee ~ e, N.NINN01 E. PRO ,SD by F METER BOX ~ ~ ^ ~ [ - 14raemes < (/j w
ITT fl f I ,RESET E%1ST. ~ ~ - 3 f oasr ssMx ~ (i~
c - ~ E F ~ ~ MNIBDXES _ (60 RAW) _ ~ Ry W/~ Nss~°° - - - - - - - - - - WE-~m G-=----'-ee«6 ~ G - 6 _ C p G cp+~ \ C EX. 2"G 0 Me~~ cRnw G aMte G G G G W FX.) f. ~ EpSi. BRNI~ ~ ~ / _ ~w U
y4 - _ _ ss ss ~ ~s ~ ~ - s MMRU%_~° ss - ~ ~ ~ ~ ~ 'rt',(~+ C pE ~ ~ ~ U.
Cnsr uT ea i _ ~ .-126- - ~ ~ { q { ~ `v(1 `~(J io' urcxau ~~S ~ N m ~'=I ~rl ar nni jz3~ ~ q/ i/ ~ 4R Z6.- _ / - _92] - 7 I ~ 9' oaxow `KJ~~_ , y i -f. - / - - - N Q1i W Mee) r'
TT^^V 0 1~~i1 F~1 L VI . / ~ ~ ~ ` CNSEIEVSN---- ]31,iB ~ -)21... i ~ , ~ I / ]2 a \ 1 I' I2J ~ ~ ~1 /-1 ~ ~ ~ x= )16.64 I p6 i \ ~ ~ O aiv a/- Hess ~ PROP. ROADSIDE DITCH. I ~ ] \ Fa M W O
yW STA. 4186-6+05, RT. UNE 'C I ~ I 0 U 1 F~ cxm is ttR BOTTOM SLOPE = 2208 I a H Q
H x =nzss DEPTH =VARIES 0.5' TOP ~ py 1J1 ~J08 I ~ R~VI SIDE SLOPE = xt ~ I 231-O6-JIO ~ 2JI-06-Jn a ~ ~ 231-O6-J09 SEE DETAIL SHEET GS. r
V CHARLES H GARONfR, JR. JAMES RICHARD A(SOP JTNM R. LAMB J. MARX BfN7LEY r'1 & YAFE CAROL 0 & BETTY OGBURN R NYFE LAURA M. I ~ E DB 06697/PG 66J I OB 024I4/PG 039 OB 019J0/PG 456 I DB IJ59/PG 359 H 2]OB E PROVIDENCE RD.
~QyI 1100 E PROVDENCE R0. 2116 E PRONOENCf R0. 2124 f PROV70ENCf RD. N W
s~ o W

i __F
i c
I i
o ~ I Q 2JI-06-276 n
131-OB-273 ?3f-O6-114 ~ DAwO N, SNOPE ~ ROBERJ L. BROOKS JOHN B. SCHOFIECO 231-O6-215 & WIFE MAR MA N
& WifE ELISE L & MFE CHRISTINE E THELMA ? KUBE OB 05918/PC 114 08 0?403/PC 301 OB 11621/PC 877 OB 03187/PC 424 2301 E. PROVDENCE R0. ha V `o 2121 E PROVDENCE RD 2227 f. PROVDENCf RD. 2237 E PROVDENCE RD I Pv PROP. ROADSIDE OI1CH STA. 12+58 TO STA 14}76, LT. REIJOVE 181E OF EMST. IS' RCP W
11NE PROP. 20 IF OF 24'%38' o Q. PROP, ROADADE DITOH I BOTTOLI SLOPE = 0.6IF EWP7ICAL RCP 0 1.OOR m MV. IN = 721.00 STA 12+58 TO STA 14+78, LT DEPTH = 1.5' F W V ~ a o rn
R4V. OVT = 720.80 LIIBE 'F' RESET EgST. POKER R fL9i lr Pcs a BOTTOM SLOPE = 0.81x POtE (By ~~S /W SIDE SLOPE = 2:1 s'raxrus CRASS iNV. ar =nzoi ~ I a araA. r ..__I RESET EMIST. PONW DEPTH = 1.5' STA 14+15.921INE 'C = e "N'". P oawrooo w ~ ~ t ~~m
PROP. 201E OF 15' RCP ) SEE DETAL ,MEET C3. • • W d m m o anxrzas 132 / I POIF (BY O7HERS) /W STA O+OD BEGM IlNE ' xj O N I ~ i ~ fxn m• Pv NV. ~ 122.M SEE OETAR MEET G3. fzm ls~x~ y "M V a~ x-4 - _ -tg1~ / 120 v. ayslau ~ uu INY. WT 722.80 _ wv. in •nzix _ ~/j w ~ o'~zol
~ ~ ~ I` rfxtt eosr 13e _ _ ' ~ - -~t/M-- _ -may- .uxx is - - - p1 .n na ~ F ~D - _ ~ - ~ ~ ~ 727% / Eusr le~ Rcr ~ 12" $ 72} - - - 8 e P Ps ~ ~ - x o o y o ~xv. ur .7za.w ¢ ~ ~ a
- - +W 3O ~ c ,~O 30_ / 3% / ~ 30 30 30 N 30 4E ~ fxlsr u' Rtc OE OE OE OE _OE~ \ _ _ , _ I,y of m o v W ~ 726 ~ n INV. .713.19 ~ ~ _ _ - M M o O t ~ 0
~~1~y I~ _-d - d v7~°y~ ~ d TZ KB d W d v W W _ t~ W F `l mauaLL W W W W W f>p¢r. C I'61 ~wy ~ W ~ ~ - _ -fnsus• ecr - 1 ~ _ -,a- - - 12} - - - - - - - - - - - - - - w rtP x.16 _ ux trc_ ~ ~ -
VI - - - - - - - - - - -~~a=~7t~' fl~ ~ - - - _ - - - -~'~',-RFMO4E 20.E - - - % - - - -ff 19 `"a W w h1.9 ~ - \ y AE~T Ef05T.
w R E. PRONTO NCE DRIVE ~ ~ ~ 1r R~ MNLBD% ~ry LINE F ME>v~o~'°~~ ~ W w \ rn 'z ~ ~ q / ' / 3 REMOVE 201E OG ww u_vx- n>,79 3 i
H / / 3 60' R TIT E%IS412'-RC~ J o Nv ix nr.ro - - - - - - - - - - ~ / ~ ~ ~ vwr.nso - G - ~ lf) M~ -G ~ ~ ~ ----G- - ~ - L-- G-'EX. YG G wns. ePia G - ~ _ _ ~ 1~~ G _ ~ - --~G lJ G - + WUa CgIC % ~ GONG SNPVB9 M~ 41B0V _ _ Y ~ ~ - 929 _
F \ ra \ i S^ / 55 N 'Rllf ON y f1£l.~7214J n r-I
~v~-111 y \ nOgA. ~ P' ax i \ O W w E. 1 19910.21 J F1 f-1 ~ rnt?E umrtE / / _ - ~1
F•1 - .~-1- - ~L1 ~.y-- _ - G - j2S-G - _ -R1M-- --~tly_ b / 1 ~ I ~ PFVPUS ~V ~ ~ ~ / fwn ssw ~ fzls~. rco. ~ wx'f rco, I ~ ~ ~ ~ Z ~ wnss ~y 'o'. \ ~ , mu nfv . 797.h ~ ~ ' r nxE ~ I CG a I s'ne. Ul a"
} my am n9m I(:\I ~ afvf uranf . R9 hJ
I ~ J W o I4 ~ h 23, z 131-O6-SIJ ~ I"I
131-06-312 ALBER70 LUIS BLANCO lYlATCHLINE STA Q+50 JAMES 0. &1WJifE NAOE(m'E L CLOYO a JfANNE P CROWECL & RUSSELL & N1Ff CARMEN ELENA LINE J SEE SHEET 2O. DB D5980/PG ID7
DB 0J651/PC 4}I DB 10607/PC 861 2300 f PROVDENCE RD. H 2208 E PROVDENCE RD. 2221 E PROVDENCE R0.
~~1 F~
I, l~ I•~~ ~ I~\ I I I i I
/I ~ I I II I I I ~ I I tI ~ I I I
~ 1--------~ i t ~ 1 I 1,-723- i~ l I l l I ~ I I
1 ! ~ I I ~ ~ ~ - Z, /I I I I I ?JI-O6-22D1 I
~'72R ~ I? I I KI ERLY H. NAN~E'N 1g5 Phi SEE SHEEP 11 • I r- ~ I ~ I I p~ 13130/PG 17 ' / C/~ FOR LINE 'D' J N I ~ L ' I I 1471 C PRONDENR'~RO.
IMPRO4EMEN75 ~ 1 9 /1 I I / n \ ~ J 131 06-218 ~ ` pI r I 1,
~ ~ ~ ~ ~~EP" ILAKECiY71 1 ~ ~ I (/q~~I W 1JI-O6-216 ~ ~ ~ & 1Y7FE CttJMIA B I 4NJ II I DAND x SNOPE p3l_O6_p77 1 ~ • OBI 564/?G 775 I J I / J I
& VnFE MARINA N. ~ ~ 1317 E ~PRONOENCf R . 20 O GREGORY BLAYigV I R \'I / I (I I( / ~ OB 0.5918/PB I74 DB 10971/PG 100 ~ 0 ~ I 2.701 E PROVIDENCE R0. 1709 f PROVIDENCE R0. \ \ ~ /
Q1 Q PROP. ROADSIDE DI1CH • I I I I / ~ STA 15+36 TO STA 18+28, LT • I. / 13l-06-119
B07TOM ROPE = 1.248 ~ tiI ~ / I JAMES R. 1. OORION I PROP.I28 1F~F / i ~ PROP. 2D Lf aF 3B'%24' \ ~ ' ~ & WIFE BARBARA J. 15' RCP O 1.00% W OEPiH = 7 I EWPTICAL RCP 01.20R ~ ~ 30S ~ I OB 12751 C 018 MV, IN = 722.00' I Ii W R/V! SIDE SLOPE = 2:1 INV. IN =719.71 RESET WATER ~ I v, \ \ \ ' I nu9m Rfmxxa 2401 E PROVDENCE RD MV. GUT ~ 721.'2 ~ \ ya 1
SFE DETAIL SHEEP C3. INV. WT a, 719.47 RESE7 E%IST, POWER (i' e e s METER ADJACENT ( ~ I k ` I e„nsPNS Pcr I I 1'L 1.1 POLE BY O7HERS ~ ~ A ~ -7 9Yv ~OOD I ~ m < e e e I WOODS 5 b W fzisr s Pcr TO R/W LINE J M1 o w
\ o wv w.7M.n 22'~ 1 I ~ n / ~ ( ~ _ ~ ~ N J O W i", ~ ~ i ~ , i 729 °o _ "e 9u _ \ T" /1 I cat. cPA~ ~ --725-~. - . ~ ~ / ~ ~ ~ In ' i e
~ ,Z _ - ~ ~L..: Wo,~. PRlvs D DE--7:L - _ OE _ -06.a--~-v OE_ OED OE F ~ F u M 3D`~- ~3 m 3 orR. D ` ~ _ wM_-- --723_ _ _ N _ _ _ _ _ ~ ~ + ; 6 V s , R . ~ - O ~ IL_- _ ~ \ -
F - - 722 . d - _ . _ /I 72t~~--s _ W4 _ _ _ _ _W- - o ,W w_. _ _ , .RWIFx[P Q" I _ 1:,: NSµ 5715 ~ fw5r. 8' _ - - -
W -wertP xan~ - _ 1-.\. 1.1.3_ _ - - - - -21- _ _ _ - - = L - - - - - - - - - - - - - ~ fns1. e. - wwslx s' cur f#s is ar ~ Q1i Ul m n < o- W - - - - RESET EAST. ~ ~ ~ werzP uux .9sz.ta r ~ENO~ E%IS~LIP '721~ue F o ~ 99 99 E%51 IS Pao uxv51W1 . 191'8 \ O O D ,xv W,.„a„ ~ E. PROVIDENCE DRIVE ~ z w < w
p ~ LINE F MA11J30% ~ ~ - W o o o a~ o ~ i- ~ _ 3 SEE SHEET 13 FOIL PRIMARY t '1~ fnsr is' aro ~ ^ ' ~ n
REMOVE oasT - 721 _ ~~r ~r Pm ~ ~s0' Raw) i6LF OF 15'RCP ' / s~px; v. ar .n9.os ~ SYSTEM IMPR0IEMENTS~ HNE 'E' Im. wr m.e9 W ~ m a - T-------- G G G G Sl G _ O G G G H
~ G G cart. E%: YC- evEf m fz.AS°HAL1 - ~ / 9PIVf M9 EA51. 9Gat _ _ OWVE OPIVE~- _ ~ 94. _ 5$ ~--5~ cP9uE6 x!Y ~ ~ ss Ig ,wu~eo~~ ss ss m ss ~ ~'s - ss _ _ ® / ~ oNrE ~
H J~ ~ I r _ k9 / 9~ _--azo ~ ae I L t ' ~ ~ f iuvsrn s7~9n ~ 72 . _ _ _ ~ ~ ~ 22 1 ~ F w W
- I:~ - _ 3:ISIDE 9 Q, U 0 ' u CNR.Y EKISL 59A1 y - - -R1V- xu nsv - 719w ~ ~ ~ ~ I~ ~ I I I ~ 'l ~ PROP. BLF OF ~ H F-f ~ F - 119 ixv ix--lux. gx'pV 39 Kf I r ~$7n ~ 7ia.ia ~ 16'Rr~' 0 5.0% Ma
(f? a 7 x~ - ou eusi s SEE SHEET 11 ~ K~ A ~ . ~ ~ ~ [usr s~x I I (1 0 ~ ~v. ~ ~ y INV. _ (~"°'~j r{ FOR 1A4E 'D' r4 ~ ax Pity .niw sEE sxEEr k1 9' 1J ~ 'v^' F=I f.. N
W IMPROVEMENTS ~ ~ \ ' ~ ~ I a wv w. >lfss FOR lA4E ' ' ~ sns7 ie• Pa 1_~1 z ~ / I ~ ~ c. wv al. ni,af IMP ENTS ~ ~ ~ "r' ix .m.i.~ ~ ~y O 9.1 t 171-06-IIJ ~ / t 1..1
1~ 2JI-~O6 lI4 DfRFK A. CAWSON ~ I ~ • 271-~06--171 ~ • ° ~ O ~ ~1 1~.1 JAMES A. McNAIRY & WIFE CAROLYN M I I "vf SAMUEI J ASBURY IN I I ' ~ ~ T
w & WIFE ANDREA L f)B 11095 G 96 ~ ~ & WiFf PEGCY 0 2316 E. PROwOENCf OR. I 0 / '1 ° / C~ ~ ~ DB 11652/PG OJ4 I 1 OB 02929/PG 196 J ` T37-O6-II1 PI F 2308E PRDVDENCE RD. I I ~ I~'V I i CA 2401 E PROVDENCE RD. I r ~ IOLUAM W CORDON L it
~1 I 1 I R' I & WIFE BEVERLY C ~4 F., ~ ~ I u I ~ I ~'I V OB D6884,PG 597 ~ E I l • I I/ I ~ R470 E PROVDENCf RD.
I • \ I^ I JAN ~ / r,
I I . ~ I+y I ~ ~I~ ~ 11 ~ o,'II~ ~
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1_ _ 2 F 23 D6 D Q. KIMBFRLYH IGMON
\OB }3230/P 177 ' ' 14fi, E PRDwOE CE RD
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131-06-221 13I-06-121 v1 m N
MAACARE7 M. BAKER MSSRS. RONALD A. ~ ~ M~ UFE ESTATE & ROBERT K ARBOCASi tU a aom 08 08895/PG 701 DB i7869/PG !31 q 2501 E PROwDENCE ft0. u E NN I
0 147 E PROVIDENCE RD a N m ~ rNUIN
B' PAMNS ~ ~ QI WOODS-~ \ ~ In ~ ~ ~ < E~xtiz~Ra cxus ~ ~ m o 1 Wt a ~ 1 I 0 S 0-' r
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231-06-111 BARRY W. S°URRIER JOHN M. BRAMMER N9LLIAM W GORDON I & N7FE LINDA 0. & VAiE MARY H. @ H4FE BEVERLY C. DB 03575/PG 477 I DB 0479d/VC 431
OB 06889/PC 597 24,8 E PRONDfNCf R0. 1500 E. PROWOFNCE RD. 1410 E PROwDENCE RD.
n I ®STA 10+94 UNE 'C', 18' LT.
. ~ PROP. BRICK ENDWALL \ SEE SHEET B FOR Q NCDOT STAIRIARD 83&11. ~~11
~ / \ UNE ' MPflOV4Tl NTS 13i-06-311 REMOVE 251E OF Cam' w / OL14E CORDfRO 15' RCP ~~"''YYY c OB }4564/PG J55 PROP. 201E OF p/'~
_ ` ` J801 DAWS DR 24 PCP 0 O.SDR U ~/d' Exrsr ssxx INV. IN ~ 701.30 AIM BIFV - }azea a ` INV. OUT -701.18
~V m- 655.18 1Jt-O6-32J © w,- fis>n 5 G1 STA 10+70 UNE 'G', 18' li. ' ALY A. $ALIM 1J}-06-311 x5& ~ PROP. BRICK ENOWAU. T"
~ DB r6J8O vC 66f N000T STANDARD 838.11. ev1 / CLAUDE E KELLER I ~ Com° JII1 DAw<DR. & WIFE vVEtiE i. _ ~"s' AvP vo O
'^i'~o I DB 15890/PC 9I6 ~ °o ~ -Ix .}ozm v~4 Oi 3717 OAKS OR. ° • '~'H
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~ : ' ~ DE ~ ~ ~ O o s' u' auM \ REMOVE 20ff ~ ~ ; - OE- _ o ts-__. I ~ Bxlst. P IXIST. 15'RCP
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I f \ ~ °`"'Rfli-~_ ~ ' I oR vE ~ 71EPROP. u' wM I ~ J: i ffi E ~ cvs} SAavecv 1 W V~ O \ \ TO"EXIST_OR ° _ RENbVE 171E OF ~ , ~ ~F ~ mv. aE -55}.55
H ~ \ 1 cams' ,B• cuu piST. 15' RCP B~ ~ ~ yy o ~ v N ~ 1 ~ 4 1 I urv. om ~so PROP. 201E OF ~ I 0 xm I 1/ K•~1 13 06 50 18'RCP 0 1.OOR ~ ~ / ~I
MARY C HILL & H INV. IN =701.75 ~ ~ / / = I • 131-© 506 23I-O6-507 O CARMEN BHENKEC INY. OUT = 701.55 / ~ ~ SVEN POYALLEIT & WIFE ESTER E U DB 165J2/PG 255 I ( ~ ~o / ~ m ROBERT V. COOCEY VANBARNEVELO-POINCLEIi li4 ~ ~
37}2 OAwS DR Q PROP. ROADSIDE DITCH. ` \ k WIFE JANE B UOJ2 G 802 ~ STA 7+80 10 8+70, RT. ~ ~ ~ a a~ • V OB 124.51/hC 107 D ~ 231-06-505 BOTTOM SLOPE =3.B6R ~ ~ ao'v a~ / J 3800 DA NS 0.P. 3812 DAwS OR.
sruARr e sroer D~ = 2• ~ ~ / / yl ~ /I G~ ~~J & INFE NICIXE B R/VI SIDE SLOPE = 2 f ~ ~ I 01 / I SEE $HEEi 6 FWi ~ ^ OB 1437J/PG 759 ~ DEiAL ~ V N I / ~ UNE 'B' IMPROVEMENTS 1 W
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SIEVfN W..LGMON CARRY BCANTON BROOME DB IJ528/PC 615 08 11527/PC 196 & INFE LINDA M I SCOit G HUBBARD & a SAiI DAwS DR J81] DAMS DR. 08 06306/PG 590 I W1Ff JULIA 09b51NLAN01/ UBBARD I I W
3829 DAMS DR. I J907 DAMS OR- I I I ~ o
I I PROTECT E%IST. I Pv - OECORAnVE RE7:IOVE 191E OF 12' ACP ~ PROP. ROADSIDE DRCH I PROP. ROADSIDE DITCH I I W o'
I BRICK WALLS I PgOP. 2IXR OF 18'RCP 0 0.50! STA 12+57 TO 13+70, LT. I I STA 15+62 TO 16+85, LL ~ m y Q PROP. ROADSIDE DITCH QSTA 12+37 LRIE 'C, 15' LL INV. IN =702.40 BOTNM SLOPE = O.BBS I I BOTTOM SLOPE • 1,025 ~WL~f V v a STA 10+94 TO 12+J7, LT. PROP. BRICK ENDWALL INV. OUT = 7O2.J0 DEPTH = 1.5' xays7 is° 9CP I DEPTH = 1.5' W 57 ~ a. v o w
/ BOTTOM SLOPE =0.705 NCDOT STANDARD 838,11 ~ R/W SIDE SLOPE = 2f ' °76>_7' R/W dDE SLOPE = 21 ~ Uj 7 N I a DEPni = 2' 104 ®STA 12+8j UNE 'C, IS' LT. SEE DETAL A S11EEi OJ. ~ ' im 111~~~ - 709 - - _ _ SEE DETA0. B, SHEET G3. ~ ~ 707 ~ ~ c ~ N o n°o- R/W SIDE SLOPE = 21 ~ PROP. BRICK ENDWALL ~ I ' ]ae -
O F SEE DETAL SHEET GJ, NCDOT STANDARD-BSg17, f°n's' ~ ~ I - - loe - Toe - ~ 0 r'~ N °i Inv. DUi .70.1.59 Qa _ _ _ _]U6- I I~ / ~ ~ jNU I~ 30 30 \ ~ 76B ~ ? ~ M v n a Q - - - o - -EnSf 30 _C ~0 vn~ - - - ] - - ~ 106 ~L M M i~.l ?oi ~ Z ~ <
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N =107.76 ,ulle6N A`~ S DR W µ,St. 8' W ~ >EX x,~ X7 ~ RDdovE 2oLF Pw."'w u O
z LINE G E 6T.,2'RCP ~ (60' R/W ~ ~ + / - 763 ) a w _ _ _ 764 - - - ~psr 7 ,,85 NX6x 3 , ~ ~
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iNV iN• 8929 ~ a 131-06-507 out= a9is4 ~ d, BKN POB1LLEl7 & N7fE ESTER E 1J1-06-508
t/ANBARNEVELO-PONPLLEIT KAINLEEN HEATING LITRE & 2J7-O6-509 OB 13032/PC 801 JAMES JOSEPH OENN£. JP, CHARLES W BMfIH, !I1 & 2J1-O6-510 V J811 OA yS DR. OB 76061/PG 900 I 67fE PAMELA C 101$ A. IOyfRO E'I
3812 DAMS DR DB 11480/PC 157 OB 71554/PG 169 3830 DA HS DR J900 DAwS OR. ~y
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7p0 ~ Q I cy ~ SAN. SEVER RIM
TO ELEV. 705.60 ~o ^ ~ I / / 131 O6 314 ~ Q ~ ` p47 231-O6-Jib I _ ~ ~ SAMUEL E PHIf(R, ,IR. 3~ ~ / Q I ~ / ~ jJ/'~ [[77]] DAWN PHIFER PA7TERBON • R INFE TAMMY L. / a • , 'L~/d
Fes' I ~ i OB 158BI/PG 759 ~ ~ 1 OB 08705/PC 683 I / x J939 DAMS DR, ~ / ~ 0 y GRADE PROP. DRdI TO PROP, Q J91J DAyS DR ~ f E] s7XUCNXE ~ e
~0~ N v. Doer • ozv / (p / 8X5' RCBC UNDER N1FNW'OOD I , h eisf9 w9vs ~ e ~ ST 21+91 U '0" _ ~ ~ RD. (SEE SHEET 21 . MAINTAIN I 705 z" ` C4 SEE SHEET 9 ~ v STA 0+00 END LME J• I ~ ~ ~ STANDARD DITCH CRO55
~ I PROP. 100E OF e i J N ° 4~5,6fA91 1•~ ~ seOnoN (sEE oETaL sxEET~ ~ iee¢iifv.. 1a6so ~ ~ E _ .479,922.16 I ~ 5 24=RCP 0 1.W5 I \ /J J I ~ I VA1H 21 R/W SIDE SLOPES
FI I INV. IN 700.27 Eust xErnw.u ~ V n~' wv~. w7 a esau 7a3 ~ ~ J~ ~~f ®STA 18+61 UNE 'G", fl.6' I IVY. OUT 699.27 I ~ ~ ~ K /,0 ~ i J fv^s'l` W Q PROP, ROAOSOE DITCH tm .>9z.s4 i STA 16+82 TO 18+87, LT. LT. PROP, BRICK ENDWAW fws[ isacr - ~ " - ~
MW BOT10M SLOPE = 1.328 NCDOT STANDARD 838.11 - ~ l _ Av. wt =1co.ai x2055 / jp3 / ~ i 7pS ®STA 19+81.79, 40' AT. UNE 'G' I f.14 S ~ Y" vEO. W ~ DEPTH =VARIES 1.5'-26' _ ~ ' ~ Tos'' De ~ ~ ~ -6EE SHEET 0. EWPnCAL RCP. ~ 1 ~ R/W 5DE SLOPE = 3:1 / ~ o~ ' - ~ CS SEE SHEET 9 204 _ .047.7 ~ ..aL h -
SEE DETAIL & SHEET GS p2' at no. ~ 083,. ~ 705-.~,,,~ / ~ • J 30 xw ,i0 l ~ e ~ _ [ owuJ _ - . _ - _
H 9 _ _ a rro .lai~sa - An xur.' a - - i - x - J - ~ ~.4 m. Eustis' ece _ . - ,N + ~S tp5 ` " $STA 21+31.44 UNE 'C = ~ ~ \ O o m rt W _ ~ = wv. ix •iw9 ~0- ~ ~ ~ STA 0+00 BEdN LME 'H' N ~ a n ~ O w o -
F - _ - _ 1 I-8 -7oa- 'n N = 465,ese.9e i D $ .(7 ~ p < o a ~ a _ _s ~ - - 702 REMOVE TOOLF t ~ 1 E = tA7&681.18 i ~ ~ N ~ ~ o 6s' _ n ,'~o o6sr. 15'RCP G ~ ~ h ~ ~ ~ ~ m - - U - _Oi- Ln h 1 i ~ 3
W'~=-OT----~---_-~---- U'~o -CT ur ~1Li ~-m~.„1 ~ - 3 w w W w W W w w W /W W ~ ~ W .7 ti Ln N c a ~ X~ DAMS DR. _ ~ _ 3 px wnrz9 M~„ ,98 ~ w, fx w.~X ~ E., o
0 o ~ ~ ~ ° l ~ 1, SFE SHEET FOR ~ ~,ryf u ~ Eeisr 6• ~ W o ~ u
0 ~ ~o m m + _ _ 763 - _ _ (60 R/W) UNE G• IMPRONP~RR LINE G ~ watfX XxX E: i~T _ _ _ x ° Z ~ < W
i~ - - __.---G W 3~ G G G G G ~ G- ,G G c rm:,... / g G (/I o m p a o ti - 'e.e n .r~.~ ~ - - - z I ° ~ ~ w a
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/ - - _ - \ oP .ioo.~nE ~ ~ ~ ~ / ~ ~ ~ ~ W y I nrv. LuT=ss1,e2 / _ iq~ l ~ ~ I~ ° ,~o PC A SEE SHEET 20 FOR U ~ Fyy-a I~ / _ ~ / 1 e 1JI-06-577 3~ I • (~'TERLW~+p 4.8 UNE 'G' IMPROYEAIENTS F PROP. ROADSIDE OITgI. ~
Y•I ~ ~ \ DARri G REGENAUER 1 ~x ~ ; 4BgsfigD C fus]sswx ST0. 21+97 TO 22}q1 ~ + ~fi99~ ~ ~ \ 1,47 '~5 Mu EfEV = 0'/.94 r , Iry 2Ji-06-577 I 1 I & YAFE MARGARET C ' ,I 9.85r.g5 w. i ix= 6ssia UNE G, AT. I~xi,~ N
e. ixv in• 695.19 BOTTOM SLDPE _ PETER N7CLIAAIS ~ e 08 11909/PC 428 ' c. wv im 69su 3'29% A ~r~ N V R YnfE JOANN I a i ~ J9J0 DA y5 OR. ~ o. iuv wo- s9ss7 DEPTH = 4AAIES 3.5'-1.5' H I E'I DB n415/PC BoA ~ ~ I L I ~ ~ I
QI J9p DAws DR a ,89s~' 1 / SFE SHEET 20 FOA PROP. a / R ' ~ ~ DETAIL SKEET CJ.I ~ O ~ ~ ° EWPIICAL PIPE SYSIELI PLAN AND ~ ~ ~ ~ ~ ~ 1"~ ~ O
r e I PRORLE, UNE 'C IMPROVEMENTS f\ u ~ I, ~ I ~ 1 y ~ z / n~ ~ ~ x ~ x
I ~ ~ QSTA 19+87.79, 40' RT. UNE 'G" ~ q
o ~ ~ ) • ~ PROP. 34'%SY EWPnCAL RCP. ~ ~ I O ~ ~ I ~ SEE SHEET 20. O
_ I v ~ ~ ~ , j ~ ~ e dl r/~ i 6~ / py9 ~ I I 2JI ~-377
~ ' I ~ I ~ SHlRLEY CLONIS HUNTER I 1~ I (f / N i+90 OB 02966/PG 539
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u j hq OB 72381/PC 265 1 1 B -4,.1 r1 ~ 4]07 DAMS OR14F ~ p ~ ~ ® 1 ,y e h=i~, 231-06-101 ZJI-06-I02 y~y m
N4C. OANLfY CU570M HOMf$ ~ ~ I~ ~ m t GoOY a WZW HELEN M OAKS DB 164B2/PC 628 ~ I Q (Q c yom ~ ~ Ra a 400 OAKS DR 4025 OAKS OR. a ~ a ~ ~ op
W 1 1 ~ W y ~ NNI 6. PROP. ROADSIDE DITCH. ~ m ,C rm '^Q' ~ I N ~~~v ~ ~ STA 22+68 TO STA. 28+OD, o ~ N ~ ~ ~ ~ ~ ~ M Z ~ n
^'I ~ ° ~ e UNE 'G', LT. G ~ BOTiON SLOPE = 1.6776 Q PROP. ROADSIDE DITCH. ~ w m n l p~P. 2qF ~ W ~ ~ x «n o
4 ~ ~ - ~ ti DEPTH = 7 STA 26+OD TO S1A. 27+28, ~ ~rv ' 1 1 F q = o „ n p~ \ B w~ m 18'RCP 01.00% p Imo ti R SIDE SLOPE = 2:1 UNE 'G', LL W ~W u ~ 71 ~ MY Iw ° 713.80 o c G ~ t ~ SEE DETAIL SHEET Gi. BOTTOM SLOPE = 1.626 r i W ^ ~ p+ o p r o
W - ~ ~ m 1z,,. a DEPTH=7 m~zW I I INV. 0117. 713.10 .W.1 mdoa~° w ~ - ,B9 Ex e.W \ 0' G~ = ` ~ a R/W SIDE ROPE = J:1 a e x LI ~ - SEE OETA2 SHEET G3.
~ ~Cr ~ T ~ ~ ~ ~ v ~ e e e 6 , ~ conc. ~ / ~ r~+
/~1 ~ _ O x~ e x U^ 1 \ W ~ ~j G ~ ~ ~ 7tf ` ~ - ~V= 716.x.. _ - _ - - _ _ _ - \ o+ DAivE I¢o~lE r' ~ > _ 10 17r ~ rza Wux~ _ G' ~ A2 ~n ns n 10' EX. 2"G ~ H
V ~'BI Nws ls' aEP ~pC ~ d--n7.~---~ G E~ v. wr =,Da la_ / ~ , `EB- _ nl - G f0' ~ 1 - ~ 7V.-_ _ - - _ \ ~ ~ W 9s W W ~ - - G /
~e,~~~~ S~ ~ ~ ~ DAVIS DR. `---~W --E«__?-~ G ~ ~ W ~-~~awa~ W - _ _ _ a _ _ -6 _ _ - W ,1 rn e ~ ,IB- ~ ~ gpf ~ W~_ u - - - = - -w Wes--- _
BSI ,9 ~ R/w , . ~ 1,5 x -10B4a 10. ~ ~ ~ ~ ~ 91 Ni ui
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~ -LO~~' 119011EiA Irv. ar~naes pT ~ _ o PROP. BRICK ENOWALL ~ 3O _ _ m ur ur SSns .,1.15 _ - ~ NC00T STANDARD 838.11. - 712 _ _ 30 SS ~ ~ GL Z 10 = ~ - ~ ~ - _ ENISi ~ RGP I_~-- REMOVE 25LF OF ~ ~ N ~C --10~ ~ ixv. m~ia.a~ _ _ SS OE
EYJST. 12' RCP. GI1 STA. 23+05.05 UNE 'C', 18.5' RL x _ _ - _ - _ _ _SS _ _ -OE'-~~ ~ A6 Q PROP. 2NF OF : J _ / PROP, BRICK ENDWALL D PROP. AOADSIDE DITCH. _ - _ _ _ _ y OE --'-DE X - ~ Mmm~'s iirox ~I
24'RCP 0 2795 ~ NCDOT STANDARD 838.11. STa 23+05 i0 25+75 x 714 - v i . INV. IN = 707.42 UNE C, RT. x ~J _ 15~ ~ _~715r 30 - -pE X t REMOVE 251E ~ H INV. OUT = 706.75 / B0710M SIAPE = 1.655 iB
xiamv ° Ewsi,s' Pro ~ E%I$T. 15' PCP, DEPTH = 2' ,s ~ _ X ~Q PROP. ROADSIDE DITCH. ixv. ar.ns.n PROP. 24E OF / R/W SmE SLOPE = 21 ~ TELEPHONE COMPNANY STA 28+00 TO 27+41, R 24'RCP 0 1.005 (Sa SEE DETAIL SHEET C3. EMISi ssw 'a I" TO RESET EYJST. BOTTOM SLOPE = 0.955 INY. IN . 715.84
/ Q as t„iEV ~gi4.e aD' aw v ~ 7EIPHONE PED. pEPTH • 7 INY. OUT = 713.80 Z' 231-05-317 niv ~w,= 7onsa I I EIOST. PONFR POLE R/W SIDE COPE = 21 4Q
/ SF7IiRLEV C(ONi6 HUNTER x TO BE flEPUCEO SEE DETr1L MEET 2JI-05-307 r / OB 01966/PG 5J9 AEMOVE 251E Di I EDWARD G SiOWERH ^ ' / 3011 AC(ENW000 RD 41 EIASi. 18'RCP. ~ & WIFE BARBARA A U ~
/ 2J1-05-309 PROP. 24F OF 23]-OS-J08 OB OJ610/RG 359 / IBVS'll' 21'RCP 01.425 EDWARD G STOWERS I 4112 DAMS DR. ~ / - Ima ro~ MARCE(A GARGA I INV. IN =71220 & mFE BARBARA A. 'y
e - 41vo' DB 06611/PG 708 INK OUT = 711.86 OB 10559/PG 694 F" a BR. = 55rn'as'E 4024 DAMS OR 4100 DAMS OR a oisr - nLBS'
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2JI-06-704 STfb£N S AOAME 1J1-O6-105 2J]-06-106 171-06-107 OB 12697/RG 790 RIGNARO J. GREfN ~ BARRY W. BPURRIfR JOHN M. BRAMMER 237-06-109 O
4117 OAWS DRIVE k WIFE JOANN S 8 PAFE L1NDA D. & H7Ff MARY N. G4ARLES HENRY k I DB 04819/RG 964 DB 0J575/hG 477 DB 04792/PG 4J1 BETTS MCCLAIN
W 4717 DA NS DR. 2418 F PRONOFJICf RD. I 2500 E PRONDENCC R0. DB 16217/PG 754 2510 E. PRONOfNCE RD
~ REMOVE 251E OF E%IST. 15' RCP. PROP. 241E OF
~ 18'RCP 01.00% INV. IN ° 717.80 MY, WT-717.56 I 'm a
W PROP. ROADSDE OITCN. N u o STA 27+46 TO STA 28+88, 012 STA 29+31 LWE 'G', 15' li. o r UNE'G', LT. PROP. BRCR ENOWAII ~ 8 u ~ v n p
W NCOOT STANDARD &18.11. I G1 sTa 29+55 UNE 'G', 15' LT. \ BOTTOM SLOPE = 1.885 I = m PROP. BPoCN ENDWALL ~ F'} pEP7H = q PROP. 201E OF ~ NCDOT STANDARD 838.11. \ ?7 73J _ 3 ~F
R;•1 R/W SDE SLOPE 3:1 18'RCR 0 ZOgS ~ ~ ~ iRANSITNNJ TO ~ ~ ° a SEE DETAIL SHEET~G3. INK IN 718.60 croxc \ M ~ NY. OUT = 7~fi.20 oRiwE I - ' ~ E)OST. GRADE - - - - - - c ~ - a ~ - - o a
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~ N i ~ ° -

TRAFFIC CONTROL NOTES
GENERAL NOTES: ~y 26. ASINGLE BARRICADEOR DRUM SHALL NOTBEPLACED ALONEWATRAVEL LANE. L
1. TRAFFIC CONTROL PLANS QP)POR THIS PROJF,CT CONSIST OFASPECIFIC TRAFFIC CONTROL PLAN ANDfOR SEVERAL TYPICAL DRAWINGS ANDIOR ROADWAY STANDARDS 27. THE CONTRACTOR SHALL NOTBE ALLOWED TO STOP TRAFFIC FOR MORE THANSMMUTES AIRTIME SHOWING TRAFFIC CONTROL DEVICES TO BE USED WHERE VARIOUS TYPES OF IN ANY DIRECf10N.
CONSTRUCTION ACTIVITIES ARE OCCURRING ON THIS PROJECT THESE DRAWINGS ARE FOR TYPICAL SITUATIONS AND SHOULD BE ADAPTED TO ACTUAL FIELD CONDITIONS 28. ATRAVEL LANE SHALL NOT BE MADE LESS THAN IO'WIDE UNLESSOTHERWISE INDICATED ON THE
WHICH EXIST DUETO UNFORSAEN SITUATIONS. IT MAY BE IMPOSSIBLO TO ADAPT THE PLANS. PRESCRIBED TYPICAL DRAWING EXACTLY AS SHOWN TO THE, ACTUALFIELD SITUATIONS. FPM
THE CONTRACTOR, AT THE DIRECTION OF THEENGINBER, SHALL MOVb, SUPPLEMENT, 29 TWO DIRECTIONS OF TRAFFIC FLOW MUST BE PHYSICALLY SEPARATED WHENEVER TRAFFIC MUSTBE - J-' CHANGE, AND/OA REMOVE THE TRAFFIC CONTROL DEVICES ASSOCIATED WFIH THESE ROUTED ACROSS TH6 CENTfiRLINE MARKING. TYPICAL DRAWINGS AND/OR ROADWAY STANDARD DRAWINGS TO ENSURE THAT THE
MOTORIST CAN PASS THROUGH THE CONSTRUCTION AREA INASAFE AND EFFICIENT MANNER. 70. PROTECT APPROACH SIGNING SHALL BE PLACED ONE(I)WEEK PRWR TO ACTUAL CONSTRUCTION. U a
2. CONSTRUCTION PHASING MAY DICTATE THATTWOORMORE TYPICAL DRAWINGS BE 31. THECONTRACTOR SHALL NOT REMOVE, RELOCATE OR OBSTROCT ANY EXSSTMG PERMANENT SIGNS USED IN.ONE AREA OF CONSTRUCTION. CHANNELIZMC DEVICES ASSOCIATED WITH THESE WITHIN THECONSTRUCITON LIMITS. ALL PERMANENT SIGNS WILL BE FURNISHED,INSTALLED,
TYPICALS SHALL REMOVED,SUPPLEMENTED, CHANGED OR RF,MOVED AS AF.QUIRED BY THE REMOVED OR RELOCATED BY COOT. THE CONTRACTOR SHALL CONTACT TNECDOT ° CONSTRUCTION PHASING OF THE PLANS. THfi LOCATION AND POSITIONMC OF THESE DEVICES IMPLEMENTATION SfiCTION MANAGER (GUS IORDV704-336.7086) TO ARRANGE FOR REMOVAL m SHALL BEAPPROVED BY THE ENGINEER WHENTWOOR MORE. TYPICALS ANDIOR ROADWAY OR RELOCATION OF EXISTING PERMANENTSIGNS. ~ V c °nn
STANDARD DRAWINGS OVERLAP. 'p RteIe.. c mmo V ~J V NNy
3. OPERATIONAL SIGNSARE GENERALLY MOUNTED ON PORTABLESUPPORTS THESE ARE PROJECT NOTES: ~ cm NORMALLY U56D FOR SHORTTERM OPERATIONS TO WARN AND GUIDE TRAFFIC THROUGH OR u ~ "nUpu~i AROUND CONSTRUCTION AREASWITHINACONSTRUCTION 20NE. OPERATIONALSIGNS SHALL I. THE WORKCOVERED HAREIN SHALL BBMACCORDANCE WITH THEPLANS AND 4 ~ c°n~zna
BE INSTALLED PRIOR TO THE START OF OPERATIONS AS SHOWNON THE PLANS GRAS DIRECTED SPECIFICATIONS. IT SHALL ALSO BEMACCORDANCE WITH THE CURRENT EDITIONS =o«' ° BY THE ENGINEER. SIGNSSHALLBE MAINTAINEDINPROPERPO$ITION AND KEPT CLEAN AND OF THECITY OF CHARLOTTE"WORK AREA TRAFFIC CONTROL HANDBOOK"(W.A,T.C.H.) m ~moti
LEGH3LEAT ALL TRIES. IF NEfiDBETHEY SHALL BE BALLASTED OR W610HT6DMSUCHA STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES"OF NORTH CAROLINA A' d m4c<o MANNER THAT THEY WILL BE STABLE UNDER WIND AND VEHICLE ACTION. BALLASTING SHALL DEPARTMENT OF TRANSPORTATION ANDMANUAL ON UNIFORM TRAFFIC CONTROL `1 maoa~.
BE DONE WITH SANDBAGS OR OTHER YIELDING MATERIALS PLACED IN SUCHAMANNER THAT DEVICES(MUTCD)MCLUDING ALL STANDARD DOCUMENTS REFERRED 70IN THE THEY DO NOT BECOMEMISSILES OR CAUSE UNREASONABLE DAMAGEIFHIT. SIGNS SHALL BE SECOND PARAGRAPH OF SECTION IA-7. THECURRENT EDITION SHALLBETHE CURRENT REMOVED WHEN NOT APPLICABLE. THE BOTTOM OF PORTABLE SIGNS SHALL BEA MINNIMUM EDITION ON THB DATE OF ADVERTISEMENT FOR THE PROTECT.
OFI FOOT ABOVE THE PAVEMENT SURFACE. 2. THE CONTRACTOR SHALL NOT NARROW OR CLOSEAFIY LANE OF TRAVELWAY DURING
4. THECONTRACTOR SHALL MARK ALL HAZARDS WITHIN THE LIMITS OF TNEPAOIECi WITH THE PEAK HOURSOF 7:00 AM T09:00 AM AND4:00 PM T06:00 PM MONDAY THROUGH WELGNAINTAMED SIGNS,BARRICADES, WARNNG AND(OR CNANNELI2MG DEVICES. THESE FRIDAY, UNLESS OTHERWISE INDICATED DN PLANS.OFF-PEAK HOURS ARE DEEMED AS
DEVICES SHALL BE MOVED, SUPPLEMENTED, CHANGED OR REMOVED AS REQUIRED DURING ANY HOURS OTHER THAN INDICATED ABOVE. THE PROGRESS OF CONSTRUCTION AS APPROVED BY THE ENGINEER.
3. CHANNELIZING DEVICES M WORK AREAS SHALLBE ON CENPEItS 20' <35 MPH (bd> I S MPH) 6. FLAGGER'SATTIRE SHALL MCULDEAFLUORESCENT ORANGE VEST, SHIRT, OR JACKETWORN AS ACCORDING TO W.A.T.C.H. IN TANGENTAREAS ANDTAPER3, AND ON IO'CENTERSMRADII THE OUTER LAYER OF CLOTHING. THE FLAGGER SHALL BE EQUIPPED WITHASTOPISLOW PADDLE AND SHALLBESET ;'OFF THE EDGE OF TRAVELWAY, UNLESS OTHERWISE INDICATED ON
(SEE MUTCO, PART VI, SECTION 6E-0, PAGE527-29J. RED FLAG5 WILL BE ACCEP7ABLEMLIEUOF THEPLANS. - THEPADDLEMEMERGENCYSITUATIONSONLY. FLAGGERS, PROPERLY EQUIPPED AND INSTRUCTED,
WILL BE PROVIDED BY THE CONTRACTOR ANDSTATIONED AT THE LOCATIONS SPECIFIED OR AS 4. BY THE END OF EACH WORKDAY, THE CONlTRACTOR SHALL REPLACE ANY EXISTING DIRECTED BY THE ENGINEER. AFLUORESCENT ORANGECAP MAY BEAEQUIRED. PAVEMENT MARKINGS WHICH HAVEBEEN OBLITERATEDBY CONSTRUCTION PROCEDURES. -
6. THE CONTRACTOR SHALL FURNISH,INSTALL, RELOCATE AND MAINTAIN ALL TRAFFIC CONTROL 5. THE CONTRACTOR SHALL MAINTAIN INGRESS AND EGRESS TO ALL BUSINESSES AND DEVICES,SIGNS, BARRICADES, WARNING ANDlOR CHANNELIZMG DEVICES FOR WORK SITESAND pWELLMGS AFFECTED BY THE PROTECT. SPECIAL ATTENTION SHALL BEPAID TO FIRE
DETOUR ROUTES AS SHOWN IN TRAFFIC CONFROL PLANS UNLESS OTHERWISE SPECIFIED. HYDRANTS AND FIRE STATIONS.
6. ALL LANES OFTRAVEL SHALL BE MAINTAINED DURING PERIODS OF CONSTRUCTION 7, WORK ON THE PROJECT OR ANY SEPARATE ACTIVITY THEREIN SHALL NOT START UNTIL INACTIVITY.
ALL OF THE REQUIRED SIGNS, BARRICADES, WARNING ANDIOR CHANNELIZING DEVICES ARE INSTALLED AND APPROVED BY THEENGINEbR, INCLUDING DEVICES INVOLVING THE ROUTING OF 7- SHECONTRACTOR SHALL REMOVE ANY CONPLICTMO TEMPORARY PAVEMENT MARKINGS TRAFFIC OVER ROADS OUTSIDE THE LIMITS OF THE PROTECT. AND INSTALL APPROPRL11Ti PAVEMENT MARKINGS AT THE END OF EACH WORKDAY.
B. THE PLANS OR SPECIAL PROVISIONS SHALL DESIGNATE WHETHER THE CONTRACTOR WILL BE 8. THE CONTRACTOR SHALL SUPPLY,INSTALL,AND MAINTAIN ALL TEMPORARY PAVEMENT
REQUIRED TO RELINQUISH ANY EQUIPMENT (TEMPORARY CRASH CUSHIONS, VEHICLE-MOUNTER MARKINGS AS REQUIRED DURING CONSTRUCFION OPERATIONS. THE CONTRACTOR SHALL TEMPORARY IMPACT ATTENUATORS, AND VEHICLE-MOUNTEp VARIABLE MESSAGEMATRIX SIGNS) NOTIFY TNECDOTIMPLEMENTATION SECTION hL1NAGER (GUS IORDU)04-3367086)A
TO THE CITY AFTER THE PROJECT IS COMPLETED. THE CONTRACTOR MAY BE REQUIRED TO DELIVER MINIMUM OF TWO (2) WEEKS (14 CALENDAR DAYS) M ADVANCE PRIOR TO MAKING CHANGES. d. THE ABOVE EQUIPMENT AS DIRECTED BY THE ENGINEER TO THE CHARLOTTE DEPARTMENT OF TRANSPORTATION: 9. ALL CHANNELIZATION DEVICES AND HAZARD IDENTR[CA710N DEVICES SUCHAS BARRICADES,
DRUMS, ETC. USED AT NIGHT SHALL HAVE WARNING LIGHTS AS SPECIFIED IN THE MUTCD. TRANSPORTATION OPERATIONS DIVISION STEADY BURN LIGHTS SHALL BE USED TO DELINEATE THE EDGE OF THE TRAVELED WAY, l6-"UJ
3701 CRAIG AVENUE DETOUR CURVES, LANE CLOSURES AND OTHER SIMILAR CONDITIONS. FLASHING WARNING CHARLOTTE, NDATN CAROLINA 28211 LIGHTS SHALL BE USED TO DELINEATE INDIVIDUAL HAZARDS.
9. CONSTRUCTON SIGNS ANDBARRIDCADES SHALL RENAMINPLACEUNTILPERMANENT SIGNS AND PAVEMENT MARKINGS ARE INSTALLED. TRAFFIC CONTROL PHASING GENERAL NOTES:
10, THE CONTRACTOR SHALL PERFORM ALL WORK IN ACCORDANCE WITH THE CITY OF CHARLOTTE THE CONTRACTOR SHALL FOLLOW THE PHASING AS DESCRIBED HEREIN. THE 6~,/d
NOISE ORDINANCE. CONTRACTOR SHALL COMPLETE THE REQUIREMENTS OR EACH CONSTRUCTION
Il. WFIERE CONSTRUCTION IS INOR NEAR ACRFST VERTICAL OR HORIZONTAL CURVE,WORK AREA PHASEMSEQUENCE. WFIENACONSTRUCTION PHASE ISDMDED INTO STEPS, SHALL BE EXTENDED SOTHAT LANE CLOSURE BEGMSMADVANCE OF THECURVE AND MINIMUM THE CONTRACTOR SHALL COMPLETE THE REQUREMENTS OF EACH STEP IN'SEQUENCE. STOPPMGSIGHT DISTANCE IS MET. (EXAMPLE: THE REQUIREMEN'tS OF PHASEISHALLBE COMPLETEDBEFORE
PROCEEDING TO PHASE 11. THE REQUIREMENTS OF STEP I OF PHASE (SHALL BE O 12. THE CONTRACTOR SHALL NOT WORK ON BOTH SIDES OF THE ROAD SIMULTANEOUSLY WITHIN COMPLETED BEFORE PROCEEDING TO STEP 2 OF PHASE ALL WORK DESCRIBED
THE SAME AREA. INTHE PRO]ECTPHASMGSHALL AE PERFORMED BY THECONTRACTOR,EXCEPT O WHERE PT IS SPECIFIED FOR CERTAIN WORKTO B6 PERFORMED BY OTHERS.
13. AT THE ENDOF EACH WORKDAY, THE CONTRACTOR SHALL BE REQUIRED TO BACKFILL UP TO THE EDGEAND ELEVATION OF EXISTING PAVEMEM IN AREAS ADIACENT TO AN OPEN TRAVEL LANE THEFOLLOWMG PHASING REFERS TO SPECFIC TRAFFIC CONTROL DRAWINGS THAT HAVE A DROPOFF OF MORE THAN 3" (SEE DETAB, A, SHEET ICI), SHOWN OR DIAGRAMS FROM THE WORK AREA TRAFFIC CONTROL HANDBOOK
I4. WHEN PERSONNEL ANDIOR UIPMENTARE WITHIN 3'OF THEEDGE OF AN OPEN TRAVEL LANE, (W.A.T.C.H.)PUBLISHED BY COOT AND SHOWNON iC6. THE CONTRACTOR SHALL ~ FOLLOW THESE PROCEDURES AND DAGRAMS. R THESE PROCEDURES ANDlOR
iNECONTRACTOR SHALL REFER TOTHE TRAFFIC CONTROL PLAN OR NCDOT ROADWAY STD.DWG. DIAGRAMS ARE NOT TYPICAL FOR THE FIELD CONDITIONS, THEDIAGRAMS m o N0. 1101.02 FOR THE APPROPRIATE LANE CLOSURE AND STD. DWG. 1101, I I FOR THE APPROPRIATE ~ MAY BE COMBINED OR ALTERED UPON APPROVAL OF THE ENGINEER. THE
TAPER LENGTHS AND 31GNAGE SPACING. ~ o o ~ STANDARDS, PROCEDURES AND DIAGRAMS SHOWNINTHE TRAFFIC CONTROL Z ~ ~ n a 11. ATN(GHT ANDDURING PERIODS OF CONSTRUCTION INACTIVITY, TNECONTRACTOR SHALL PLACE PLANSOR IN THE WORK AREA TRAFFIC CONTROL HANDBOOK(W.A.T.C.H.)ARE ~ m
DRUMS 3' FROM EDGE OF TRAVEL LANES. THE MINIMUM REQUIRED, ADDITIONAL SIGNS, CONES, BARRICADES, AND ; WARNING DEVICES MAY BE USED, BUT AT NO TIME WILL LESSTHAN WHATIS a
16. THE PROJECT NOTES ARE NOT INTENDED TO B6 USED AS GENERAL NOTES FOR THEPROJECT, THEY SPECIFIEDM7HE STANDARDS, PROCEDURES AND DIAGRAMS BEACCEPTABLE. a d ARE TO BB USED AT SPECIFIC LOCATIONS A3 REQUIRED BY THE PHASE30F TIiETRAFFIC CONTROL PLAN. ~ o m ~
11. SEE NCDOT ROADWAY STANDARD DRAWING NOS 1115.01, 1130.01,1135.01, AND 1145.01, TEMPORARY CULVERT CROSSINGS ° i ~ °w ~ °w TRAFFIC CON"HLOL DEVICES
o p ~ i ~ p ALLEFIWOOD WEST, DAMS NORTH, EAST PROV NORTH, DAMS SOUTH, ALLENWOOD 18. DURING PERIODS OF CONSTRUCTION INACTIVI7Y,ALL CONSTRUCTION MATERIALS AND EQUIPMENT n ~ °
SHALL AE STORED NOT CLOSERTHAN IO'FROM ANY TRAVEL LANES. EAST, 2717 EAST PROV, AND EAST PROV SOUTH. m <
19. CONES MAY BE USED FOR DAYTIME CONSTRUCTION ACTIVITY ONLY. PHASE I: 20. WHEN CONSTRUCTION OPERATIONS AREM OR NEAR TNEINTERSECTION, THE CONTRACTORMAY BE THE CONTRACfOR SHALL PLACE ALL CONSTRUCTION WARNING SIGNS ONE WEEK r ~
- REQUIRED TO SUPPLY AN OFF-DUTYPOUCEOFFICER 70 CONTROL TRAFFIC. PRIORTOTHEBEGINNINGOFWORKINACCORDANCEWITHTHEHANDBOOKAND W THE SIGNS SHALL REMAIN IN PLACE UNTIL ALL CONSTRUCTION IS COMPLETED. U 0
21. ALL TRAVEL LANES SHALL BE OPEN DURING PERIODS OF CONSTRUCTION INACTIVITY UNLESS OTHERWISE INDICATED ON THEPLANS. PHASE IL r,
22. THE DIFFERENCE M PAVEMENT ELEVATION SHALL NOT BE GREATER THAN 1 INCH DURING PERIODS OF THE CONTRACTOR MAY CLOSE THESE STREETS IN THE IMMEDIATE VICINITY OF A CONSTRUCTION MACTMTY. PROPOSED PIPE CROSSINGS PROVIDED THATNO MORE THAN ONE(1)STREETM 1~'I a O
ONE (p LOCATION IS CLOSED AT ANY ONE TIME. THECOF7TRACTOR SHALL li r' 27. THE CONTRACTOR SHALLMAINTAMASMOOTHTRANSITIONFROMEXISTINGPAVEMENTTO INSTALL THE PAOPOSEDDRAINAGEPRE,STRUCTURES,ANDASPHALTPAVEMENT. O I"I U
PROPOSED PAVING OPERATION. THE CONTRACT?R SHALL STABILIZE THE AREA BY TEMPORAPJLYSEEDING AND rrl~ r, MULCHING THE DISTURBED LLMFFS AEFORE CONSTRUCTTON CANIMU65. W V U W
24, THECONTRACTOR SHALL COMPACT THE CHARLOTTE D6PT.OA TRANSPORTATION IMPL6M6NTA?fON I"4 SECTION MANAGER (GUS IDRDU704-336.7086) M WRITING ONE WEEK BEFOREBEGINMNO NOTES: a f^' CONSTRUCTION AND TWO WEEKS BEPORE INSTALLING TITE FINAL SURFACE COURSE IN ORDER TO EI W
INSURE PROPER COORDINATION OF SIGNAI, RELOCATIONS AND PLACEMENT OF PERMANENT SIGNS PIPE AND STRUCTURE; MUST BE INSTALLED USING TRENCH SHORING; NO
25. THE CONTRACTOR SHALL CONTACT THE CHARLOTTE DEPT. OF TRANSPORTATION IMPLEMENTATION BENCHING OF EXCAVATIONS WILL BE ALLOWED. r1 SECTION MANAGER (GUS JORDII704-336-7066)WHEN THENUMHER OF TRAVEL LANES ARE REDUCED W FI
FROM NORMAL CONDITIONS OR THB STREET IS REQUIRED TOB6 CLOSED. EXCEPT FOR EMERGENCIES, THE CONTRACTOR SHALL BACKFILL TRENCHES AT THE END OF EACH WORKDAY THE FOLLOWING NOT1F[CATION IS REQUIRED: AND REOPEN TRAVEIbANES 7b TRAFFIC. IP UNABLE TO PROPERLY BACKPRL TH6 TRENCH, THE CONTRACTOR SHALL COVER THE TRENCH WITH STEEL PLATES AND ~
A.CLOSING ONE(q OR MORE TRAVEL LAKES-FIVE(5)WORKMG DAYSPRIOR TO THE SCHEDULED SECURE THE STEEL PLATES AGAINST SUPAGE. THEPLATES MUSTBE ADLE TO E- WORK. WITHSTAND HS20 TRAFFIC LOADING. NO TRENCH SHALL BE LEFT UNFILLED OR 2 Ir~~I p
B, CLOSING ASTREET -TEN (10) UNCOVERED DURING ANY PERIOD OF CONSTRUCTION MACTIVTYY. ~ LV L~

Ey
P:_
~ --'~''''I
TYPE III BARRICADE L~ d nx'
Q ~ porhill8 ~,ti 9t DETOUR ROAD gBSED QQ pr er TO
C2oL THRU TRAFFIC ~ QI'~ ~ a 36 X 12° C19 ~
TYPE III BARRICADE (M4-7OL) 60" X 30" ~bf~ ~ ~ RCA? CLOSED ~ (R11-a) 0 m N
TBRU TRAFFIC Q v ~-I ~ ~ O sft, at a a°a
- C79 ~ QQ ~ r~ Pincher y ~~6ju..~~~ 41pi Q O O ~ w ~ m~No 60" X 30° tle Q ~ ~ e ~ ,o ~m
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TWE III BARRICADE ~ ~ ~ ~ ee
RUAD CLDSE? i iYPE III BARRICADES ~~fi``z TD `:TYPE III BARRICADES ROAD Gx'
~ THRU TRAFFIC ~ CLOSED Ma C19 .t ROAD 2 ~ nor Nouse Dr
60" X 30° ~ CLOSED C18 V (R11-4) T1PE III BARRICADE ~ C18 4(R11 2) TYPE III BARRICADES t
i ~ a Q^` 5 48 x30 ¢ Os ROAp RDADTODSED f' (Rtt-2) oa EA CIASEO B
THRU TRAFFIC DAms swix et'~o s~1T ~y. Cta Maple A ~ CULVERT CROSSING v C19 - CULVENT CROSSING d Pores[
6D" X 30" ? „ ALIENNOOD EAST P~ , 48" x 30" ~ R1 -4 ..i rE~ ~ ~ 1 \ l awERi cROSSINC ~ (R11-2) Ct m . 1
~ ~~~~D_E_T_O_U_R__]~ i~~ ~ 3 i ~ ~ i v
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(M4-1OR) O O ~ ~ Rd ~ ` ROAD.
t.,! ~ 1/' lenWOOd I _ - - CLOSED AI ~
! q (W2O-2) sou~in WLVERT !i 48" x 30"
I cRDSSNC i! (R11-2) ~ m a O J ~ ~ W O Od yf R O ~ < ~ U
TYPE III BARRICADES f~ s Dr ~ ~ ~~i ° II z ~ m o
ROAD ~ TYPE III BARRICADE II i o a aosEO i ROAD CLOSED DETOUR 11. TYPE III BARRICADES ~ a
as I TD 48" x 30" ~ AitExwOOD waT Rppp 0 THRU TRAFFIC C2oR ~ n ~ o ~ o CULVERT CROSSOG 36" X 12" o a u m m
(R11-2) CLOSEO C19 `I 60" X 30" (M4-1OR) ROAD 'o z ~ ~ ~ w C18 (R11-4) CLOSED I ° N a ~ ~
48" x 30° AHEAD a (R11-2)
C16 TYPE III BARRICADE
48" X 48" (VY2O-3) ROAD~~DSED W ~
THRU TRAFFIC DETOUR V ~Q/l
C19 C2OL 6D" X 30" 36" X 12° W E"I
LEGEND: (Rtt-4) (M4-tOL)
r SIGNS ~I O H 0~ Ua TYPE III BARRICADE(S) ~ U V a
- - CREEK a ~
PROP. STORM DRAIN 2OD' D 2OO' 400' ~
® WORK AREA SCALE. 1" = 2OD'
W H
NOTE: MUTCD SIGN IDENTIFICATION CODE IN PARENTHESIS F N
= a ° U
F

ROAD SHOULDER
ROAD ONE UNE ROAD iRAVELWAY ` g.T ROAD NARROWS WORK $ppE WORK T WORK CQ T FUGCER ROAD WORN O 3" OR MORE (MAXI AHEAD C6 C3 AHEAD SYMBOL AHEAD AHEAD
200' 200' • I ~ NmIMUN c 8 (4pO') (aoD') a o ~ ca c2 CLEARANCE (anonn) °rva $°a 200' 200' 2W'
STRUCNRALLY SWND BACKfILI MATERIAL (400') (400') (4W') 11.-
1 BACKFILL DETAIL ~
TCP- N.rs, Tn za (aD') a
® ® S ~ m _ p
F F F h ~ ~ p, o
200' 200' I b o ~ (J1 a H~ a (4007 (400') ,p (ocTmxW C? MFG NDQ 0 C9 L G~ ~ ~ `u ~vrvim
ROAD ONE UNE MGGER ROAD cm I rv I I - RW~ S CWES/DRUMS 'pQRK ROAD SYMBOL 1 C7 WORK ® CONES/DRUMS ~ ~ oMZpn
NOTES: A .I,, n ® ® ® AHEAD T SIGNS AHEAD AHEAD AHED T SYGNS p, m .n e i SPACING-35M P.H OR LESS 3. TYPE III BARRICADE REWIRED NOTES C i or ~ 20 6 MINIMUM ) AflROW PANEL OISPUY
(4C) (SPACING -ABOVE 36 M.P.H. ONLY IF WORK ZONE IS LEFT H TYPE III BARRICADE WORN ARU q Imp p UNATTENDED OVERNIGHT, (IF USED) (SEE NOTE 4) I. A UMfORMED POIICE OFFlCER 4. ADDIRONAL SIGMNC pND/OR p, d o ' o x 2. IF AN EXCAVATON IS TO BE ®WORK AREA IS REQUIRED i0 DIRECT 1RAFFlC TRAFFlC WN1RW5 SUCH AS ~ ~`~R `l rnactia~
_ MADE lN1HIN 4' OF THE EDGE AT SIGNAUZED INTERSECRONS. MM PROHIBI110NS ANO © POLICE OFfICER ' OF 1HE PAVEMENT THE UNE ~ ARROW PANEL ADDIRONAL MCGERS MAY eE ADJACENT i0 THE EXCAVATION 2. UBE 1HIS APPIICABON W~iEN NECESSARY. (SEE NOTE 1J
SHOLLD BE CLOSED USING WORK ZONE 15 WiHIN 50' OF _ oTHEA APPLCABLE 5 WORK AREA ON SHOULDER INTERSecnoN ~ ILLUSTRATIONS. TCP-,3 N.T.S. J. SPACING-J5 M.P.H. OF LESS
(sPACINCJ - AeQVE 35 M.P.H. i i WORK AREA BEYOND AND INTERSECTION
NOTES LEGEND TCP-3 N.T.S. 1. NO ADVANCE SIGNING
REQUIRED IF 6' OR MORE OF ® CONES/DRUMS CLEARANCE IS MAINTAINED FROM TYPE III BARRICADE EDGE OF PAVEMENT. H
(SEE NOTE 4) TDO 2. TYPE III BARRICADE REQUIRED ARROW PANEL DISPLAY WORK ARU ONLY IF WORK ZONE IS LEFT _
UNATTENDED OVERNIGHT. (IF USED) ~ ARROW PANEL Ir: 100, ONE UNE ROAD ROAD _ FLAGGER ROAD WORK ROAD DETOUR WOSED 'F
SYMBOL AHEAD ANEAD CLOSED AHEAD AHEAD v L. \ ~ CB Q C2 q8+. s
~ 'WFFER so' zoo zoa zcO 2oa top' 2 WORK AREA ON SHOULDER ti~ ~ (400') (aW) (4GD') (aoo') (aop'>
~ ~ -I 7CP-3 N.rs. ~ - -
RopD A ~ ' WOFK 07'
AHEAD F F 1 L SHOULDER ONE UNE 200' 2W' ~ ~ C2oL WORK ROAD OB I r I -I I -
03 AHEAD FLAGGER _ I (400') (40a) ENO ~ ENO O ~ O;I7) ~I :C23. DETOUR ROAD CLOSED C23"; pETWR SYMBOL -CI9 100'
ROAD OEiOUR ND iHR TAAFFlC U 200 SEE NOTE 3 A (mnaut) # CLOSED AHED C20R OR NOTES: MINIMUM 2' MAXIMUM G AHEAD ~ ~ ROAD
6' FROM iNE EDGE ~ ® NOTES' LE END CLOSED C19, i. SPACING-35 M.P.H. Of (ESS T ~ ~ ~ 'J - OF PAVEMENT. ~ 1 SPACING ABOVE 35 M.P.H. 1. BUFFER SHALLEXIEND BAC 4. 6 WORT( AONE 15 WITHIN 50' ® CONEB/DRUMS Ci9. ROAD CLOSED ( )
® ~ ~ ~ _ TO THE BEGINNING OF THE OF AN INTERSECTION SEE NO 1HRU TRAFFIC 20' CURVE OR HILL TO PRONOE DIAGRAM IO OR DIAGRAM 11. T SIGNS OR BE pTW1IN DIEGOUR POINTTANDE l (q0) ADEWATE SIGHT DISTANCE FOR WORK AREA CI9' CREED DETOUR pppaDITONALSWARNWGIS REQUIRED
APPROACHING TRAFFIC DETWR - 2. SPACING-35 M.P.H. OR LESS ~ FUGGER A C22 T pE~ ~ C22R T' ON APPROACH TO ROAD-CLOSED
1 BARRICADES. (1 TO J SIGNB) - (SPACING)-ABOVE J6 MP.H. DETWR . W LOW VOLUME °o ~ o° 3 DEPENDING ON CONDNIDNS, 3 rv a pp~~
RESIDENRAI STREETS NHERE C21R~ C22R SOME SIGNS MAY BE REQURED ON CA `L~/~ pp' CROSS STREET APPROACHES. THERE IS ADEQUATE NSIB1LItt, Dg~R (900') DETOUR i
NOTES A SNGIE FIAGCEF POSIRONED C21L T ~ T 4. ALL ADVANCE WARNING SIGNS u SHOWN MAr eE 9 WORK AREA ON SHOULDER _ i i _ _ ` AHO DETauR slcNS MAYBE 1. D' WORN ARE ANO EQUIPMENT ACCEPTABLE. TCP-.3 N.Y.S. SUPPLEMENTED W1TN RASHERS
- ~ ti AND/OR FLAGS. AFE CLOSER THAN 2' TO THE LEGEND - EDCE OF PAVEMENT. THEN USE ; OTHER APPUC0.BLE DIAGRAMS. ~ CONES/ORUMS
2. IF AN EXCAVAt10N R TO BE T SIGNS r F LEGEND MADE IWMIN 4' OF THE EDGE O
Of THE PAVEMENT THE UNE H TYPE III BAFF7CADE 2W' ADJACENT TO 1HE EXCAVATON ARROW PANEL DISPUY (SEE NOTE 4) (400') ~ CONES/DRUMS SHOULD BE CLOSED USING (IF USED) ONE LANE ROAD
OT7 PUCABIE DIAGRAMS WORK AREA ROAD MGGER ROAD WDRK C221_ ?21C T SIGNS ER AP WpRK CY T SYMBOL AHEAD AHEAD DETOUR DETWR y(j ARROW PANEL AHEAD H 1YPE III BARRICADE 3. 1YPE I6 BARRICADE REQUIRED ® C9 ~ C2
ONLY IF WORK ZONE IS LEFT i ~ (SEE NOTE 4) uNgTTENOED ovERN10HT. ~ g (aoo') (aao7 (aoo') 26 N FOR CLOSED ROAD AREa ~ w o g DETOUR PLA
3 WORK AREA ON SHOULDER 20' TCP- N.rs. z ~ ° w ~ o TCP-3 N.rs. -I -I ~ m
e C ~ j Mw
- - © d4
Rppo m ~ ~ , ROAD WORK <r o m m NARROWS AHEAD _ _ ° z rc ° Q °
DOWNSTREAM SHIFT ~ p ~ i ~ 0 TAPER BUFFER TAPEF C6 Q ~ - i p 50' VARIABLE 200' 100' 20D 200 20a 200' 200 ~ ~ a
(300') (zoo') (aoc7 (boo') (aoo') (4oa') (boo ° 2D' cwl'°v'q Cg 0 C9 LEGEND
(407 ~ ROAD ONE LANE FLAGGE L - ROAD ~ CONES/bRUMS - WORK ROAD SYMBOL CQ WORN ® ~ ~ ® - j AHEAD AHEAD AHEAD T SIGNS r, a
10 MINIMUMCLEARANCE NO1E5: WORK AREA U~j O
1. A UNIFORMED POLICE OFFlCER J. ADD1110NAL SIGNING ANO/OR ~ FUCGER F-1 a _ ~a IS REQUIRED TO DIRECT iRAFFlC 1RAFFlC CONTROLS SUCH A5 © POUCE OFFlCER W
- l AT SIGNALIZED INTERSECRONS TURN PROHIBITIONS AND (SEE NOTE 1) _.........__....R ADDITIONAL FLAGGERS MAY BE A Z F 2. SPACMC-35 M.P.H. a LESS NECESSMY.
200' (SPACING) - ABOVE 35 M.P.H. ~ O (moo') H U
cz LEGEND 10 WORK AREA BEYOND AND INTERSECTION O V 7CP-3 N.T.s. ix ~ a ROAD . CONES/DRUMS A~ '
WORK S, IF AN EXCAVATION IS i0 BE CLI NOTES: AHEAD MADE WITHIN 4' C4" THE EDGE T SIGNS
OF THE PAVEMENT, THE LANE EI I. IF IRAFFlC ENCRDACHES INTO ADJACENT TO THE EXCAVATION ~--I TYPE III BARRICADE OPPOSING LANES, AWNIONAI SHOULD BE CLOSED USING ARROW PANEL DISPLAY (SEE NOTE 4)
TRAFFIC WNTRWS ARE OTHER APPLICABLE DIAGRAMS (IF USEOJ WOflK AREA REQUIRED (SEE DIAGRAM 6 OR DIAGRAM 9). 4. TrPE III BARRICADE REQUIRED ARROW PANEL ^
ONLY IF WORK ZONE IS LEFT 2. SPACING-JS N.P.H. OR LESS UNATTENDED OVERNIGHT. (SPACING)-ABOVE 35 M.P.H.
4 WORK AREA ON SHOULDER W ~
TCP- N.TS, ~ U ° H

~ ~ s ~ GENERAL EROSION CONTROL LEGEND NorES: ,
! * ~ e 1. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL 0 a 0 ~ ~ TD? TEMP. DIVERSION DITCH (DETAIL 1/ECD-2) EVENT,RANDAREPAIRTff NECESSARYK TO ENSUREETHAT ALIFEROSION
I CONTROL MEASURES ARE FUNCTIONING PROPERLY. I l ~ 0 0 W -SF- SILT FENCE (DETAIL 1/ECD-1) 2. NTABIUZATION OF DISTURBED AREAS SHALL PROGRESS YN1H PIPE
/ ~ g STALLAT ON. AT NO TIME SHALL PIPE INSTALLATION PROGRESS yy~ a e e MORE THAN 500 FEET AHEAD OF FINE GRADING, SEEDING, AND
T F 1 ~ TEMP. SLOPE DRAIN (DETAIL 3/ECD-T) MULCHING OPERATIONS. a ~ W 3. CONTRACTOR SHALL MAINTAIN STORM DRAINAGE DURING PIPE
\ 7 W INSTALLATION, DISTURBED AREAS WITHIN THE LIMITS OF ~ y a ~ / ~ 1 " ~ x+ ~ INLET PROTECTION (DETAIL 4/ECD-1) CONSTRUCTION SHALL BE GRADED DAILY TO PREVENT PONDING OF a V1 STORM WATER RUNOFF AND UNNECESSARY SOIL EROSION. THE
~~J ROADWAY CUT SHALL BE BACKFIILED AND STABILIZED AT THE END TEMP. ROCK CHECK DAM (DETAIL 2/ECD-1) OF EACH WORK DAY WITH STONE MATERIAL, AND GRADED TO Y
° W ROCK SILT SCREEN (DETAIL 5/ECD-2) MATCH NORMAL ELEVATIONS AND SLOPES SO THAT NORMAL V yya C') [/f DRAINAGE WILL BE PROVIDED. Pi
~(DE9AUZ2%ECDN2) UCTION ENTRANCE m° >fl ~ V " inn
0 W ~ ~ a d yH ~ Nry~j
/ Sses 'ASS W ~ $ N I N
~ ss s L U ~ x o~ ~ / Sf ~.y k ImOyi
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ROCK SILT SCREEN ~ o ~ ~TM"~ ~ ~ .
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~`n
1 L ~ r n ~ o
W o ~ ~ ~ 1 1 m g m m I ° rc °w a °w 0
~ Q 1 1 0o wd ~0rc
1
\ yy ~ f~ f ~
~ ~ a ~ W 0 .Q U
a ROCK SILT SCREEN ~ ~ \ * ~ ~ ~
~ W
~ ~ 0
~ ~ o ~ z a 4 ~ ~ ~ ~ x a
~
N ~ ~ 0
I 1 w ~ ~ ~ x ~ W W
1 ~
w I
1W ~ 1 x U o "W

MATCHLINE SEE SHEET EC-3 NOTES:
CHANNEL TO BE GRADED ` \ \ / WRH 29 SIDE SLOPES. CHANNEL TO BE GRADED ~ ~ THE COA CTOR SHALL INSPECT ALL EROSION CONTROL ~ I MEASURES AT LEAST ONCE A WEEK OR AF / INSTALL PERMANEM s ~ WfDI 2tl SIDE SLOPES, ~ s \ \ TER EACH RAINFALL
EROSION COMROL MAT?NG. INSTALL PERMPNEM ~ ~ ~ \ ~tVENT, AND REPAIR IF NECESSARY, TO ENSURE THAT ALL E~DSION SEED ANO MULCH All ~ EROSION CONTROL MATDNC. ~ \ o TEMP. ROCK CHECK DAM ~ C NTROL MEA ES ARE FUNCTIONING PROPERLY. DISNRBEO AREAS. l SEED AND MULCH ALL ~og~ C\~ \ \ 2. ST IUZATI 0 DISTURBED AREAS SHALL PROGRESS TH PIPE •
DISTURBED AREAS. ~ p to \ / r /1 ~ \ \ / \ INSTALLAT NO TIME SHALL PIPE INSTALLATION OGRESS MORE A 5 FEET AHEAD OF FINE GRADING, S LNG, AND
~ ~ ~ / ~ ~ / / MULCHIN 0 RATIONS \ \ ~ ~~a4 / 3. CONTRACT SHALL MAINTAIN STORM DRAINA DURING PIPE ~ 1
INSTALlAT10 ,DISTURBED AREAS WITHIN THE IMITS OF - TEMPORARY DMERSION DRCH 1 \ ~ / CONSTRUCTION HALL BE GRADED DAILY PR \ ~ ~ EVENT PONDING OF SLOPE DRAIN (SEE DETAKS t p~= qey ~i / ANU ~ \ ~ ~'sAa / / STORM WATER R NOFF AND UNNECESSA SOIL EROSION. THE
\ '~4"`1p,44 - \ \ zy-y+. ROADWAY CUT SHALJ. BE BACKFILLED,,gqND STABILIZED AT THE END \ o \ w~b ~ OF EACH WORK DAY TH STDNE MMERIAL, AND GRADED TO \ , 4 \ \ U o
\ \ \ aat~, ` \ \ ~ ~ ( / ~ ~ / ~ MATCH NORMAL ELEVA'1I~~ONS AND LOPES SO THAT NORMAL v' ~ / ~ \ \A 1 ~ / / DRAINAGE WILL BE PROVIElED. ~
ABIUZE CONSTRUCTION ENOLWCE s \~P ROCJ( SILT/CREEN ; \ i ~ \ \ / ~ / ~ m v \ ~ ~ ~ ~ ? GENERAL ER 10 CONTROL LEGEND ~ ~m a a°m
a ~b ~ ~ ~ ~ ~ 7 ~ o 4
f `C ( \ \ \1A\ / ( ~ ~ `v ohm \ ~r ; ~L', / f. - V ~ ~ T~--NfEMP. DIVERSION ITCH (DETAIL 1/ECD-2) ~ wN~ I ~ / ~ ~ / ~ t ~ V ~ L ~ o~ZOI
1 a5 air ~ ~4 ~ ~ \ ~ ~ / I -SILT FENCE (DETAIL 1/~CD-1) ~ ~ m o vn
Dy. ~c~ , r \ \ ~ ~ 1 ~ ° \ pr G L r o 1 s ss \ \ ~ it ~ ~ ~A - TEMP. SLOPE DRAIN DETAIL 3 ECD-1 ~ rnuUan
~ ~ \ ~ ~ ~~e \ ~~e ~ ( ) ~ .a~\ ~ \ ~
ss ss 9 + c ~o \ ~ INLET PROTECTION (DETAIL 4/ECD- / ~ / BnPBED xtPE \ 1 / \ ~ EnQ \ JJ'~
\ wq + a~,~9 ~ \ \ 1 TEMP. ROCK CHECK DAM (DETAIL 2 CD 1 ass 3,P°Ey ~ ~,?T,o,~ oo~ 1 I / ROCK SILT SCREEN (DETAIL 5/ECD-2) )
.i \ e ~ I + ~„pew ° ~ /STABILIZED CONSTRUCTION ENTRAN ~ i
\ w \ \ / (DETAIL 2/ECD-2) ~ \ ~ + ~p ~ ~ ~ ~
~ ~ I ~ ~ v v`~, / i b ~ ~ i ~ A'v ,l / ~
\ 1 i I 4. Sf \ / -
I I ~ 4@~ 1 ~ ~ ate _
\ L w/ ~ ~~;en V TEMP. ROCK CHECK DAM
1 / KISILT SCREEN o v0 \ \ \ \ \ ~
~ \
~ \ ~ STABIUZFD CONSIRUCTWN ENIRWCE 1 \ r ~
1 \ / i
~ ~ ~ \ ~ ~
3p5 f 4 9 9.p ~
g ~ ~ A A P 4-q '4 ,aH ~ ~ ~ Q ~ _ _ h. ~ yQ~t
~ ~ ~ \ ~w o _ Om= 21J CFS V~ \ / ~ 3pA, ~ ~ V~ 6.57 FPS ~ ~a ~ ~ ~p { ~ ~ ~4~~ ~ ~ em- 2e• ~ ' ~ rcE~ I
fi ~ 1~'A I . . 3a5 ~ ~ /
55` ~ < A b ~ ~ ~ ~ ~ W
55f ~ / / J .N~i L t ~ x - ~ ~ \ ~ SE / ~ o~ ~ ~ - m
s v, ~ _ ~ ~ 'be e _ ' W s + i ~ ~ ~ ~ \
sE ~ • r- ~ ~ ; a ~ W / 55C , ROCK SILT SCREEN ~ ~ l/ \ ~ \ ~ ~ d• ~ / ~ rr= ~~,.p Y/~/ ROCK SILT SCREEN \ E \ d ~ \ ~p ~ ~
5~~.r-~ SSE • ,,,fir! ~ / , ~q ~ \ g ~ a ssE ~ ~ ~ 11:1 ~ \ t r H
SSE ~ i:I 1 / \ ~ '.t.C7 \ \e ol" W II a ssE ti! / / ~ J ~ \ \y~ ~ i'S' icy u
~ fl / \ ~ n
Qm- 83.3 CFS ` s-~ ~ H o
ROCK SILT SCREEN Va= 8.92 FPS \ ~ \ w m m r' ~ R°?>a~ r4 I z ~
~A~ t~ ~ \ CONSIRUCf CLASS I ~ / I ° ~ d ~ x RIPRAP A°RON ~T? ~7 ~ i
• C3 • 30' LONG Bf ~ _ - ~ F ~~--yy
• ~:1 ~4' THICN~ ~ M / a ~ T~ d 55 0 0 ~ ~ Q O /ate i ~ ~7
~ ~1 ~ \ ~ a z
w
aw0 \ p i ~ / ~ S / TEMP. ROCK CHECK DPM \ W O U
Np„".
~ ~ W H rIl1 ~ v~~ . t x ~ , , , i ~ ~ p _xi ~ _ _ tp~ rn ~
1 . ~---R~~~ ~ w ~ -'.i 0 1 ` ~ jar."' / x V - 1 \ F m W ~ MATCHLINE SEE SHEET EC-1

,1 1 1 NOTES: ?'°T, e°o e~~ GENERAL EROSION CONT OL LEGEND ' as?~ ~ ~ 1 ~ 1 W
111*.~ r 9° ° 1 \ P° 1. ?+IE' CONTRACTOR S LL INSPECT ALL EROSION CONTROL [r ~ _ i ~ ~ ~l ~ ° T~-? TEMP. DIVERSION DITCH (DETAIL i/ECD 2) MEASURES AT LEAST NCE A WEEK OR AFTER EACH RAINFALL z k®.:, ~ , ~ /
-qk EVENT, AND REPAIR I NECESSARY, TO ENSURE 1HAT ALL EROSION «a°qg ,r/ 1 ~ ~ CONTROL MEASURES ARE FUNCTIONING PROPERLY. ~9q~,° ~ ,1
` -SF- SILT FENCE (DETAIL 1/ - 2. STABILIZATION OF DISTI{RBED AREAS SHALL PROGRESS OATH PIPE ° / 1 Y , INSTALLATION. AT NO TIME SHALL PIPE INSTALLATION PROGRESS M?
1` t MORE THAN 500 FEET AHEAD OF FINE GRADING, SEEDING, AND 1 \ 1 I\ ~ TE OPE DRAIN (DET CD 1) MULCHING OPERATIONS. 1 / ~v~
3. CONTRACTOR SHALL MAINTAIN STORM DRAINAGE DURING PIPE / ~oNC. / 91 1 / V _ CONSTRUC~ON SHALLBBE GRADED DAILY OEPREVENT PONDING F ~ / I re ~ INLET PROTECTION (DETAIL ECD 1) ~ O i"
I ~ STORM WATER RUNOFF AND NNECESSARY SOIL EROSION. THE m~ / ` ~~~'Y 1 ( °"44 ROADWAY CUT SHALL BE BA KFILLED AND STABILIZED AT THE END ~ ~ CJ o
e I 1~N I\~~ I ROCK SILOT SCREEN (DEMAILD5 I~~ECD- OF EACH WORK DAY WITH ST NE MATERIAL, AND GRADED TO / ~ ~ ~~4 ' ~ ~ MATCH NORMAL ELEVATIONS A D SLOPES SO THAT NORMAL / \ $
' ~qq°,,',a I ~ , g^ DRAINAGE WILL BE PROVIDED. ` ~ ~ m p °e"A I \ STABILIZED CONSTRUCTION ENTR CEO _ •t?+ \ / V v oM 1) ,(`''-~y 'f~, (DETAIL 2/ECD-2) / p~ ~ a a m
>D / ~ 7 N I a nn `1
~ PROPOSED LVERf C~ 1 , \ ~ ~ o n z o I °5,4 " 9~ ~ ~ y ai ~ na
TO BURIED ~ ~ \ / r. u ~ i o y o iD~ s,,>'a M THEREFORE e ~ ~ ~ ~ ~ ~ ° sy~~ 0 RIPRAP APRON 70 ~ ~ / 0~-0. c „
v / BE CONSTRUCTED ~ ~ \ ~ nn / a ~ o r r a ~ o / F:~ / ~ mdoa4 ,a.J + ~
I 00 Y 1~~ ~ ROOK 91LT SCREEN ~,o ' 1 / f ~ ~ ~ H41NEl N BE GRADED
d1 I~ ~ * nF IN5~fN1~IPERMANENf~.
~M J ~ ~ ERasloN caNmoL MATnNC. ` / SEED AND MULCH ALL \ 1 \ ~ DISRIRBEO ARFAS. p4 ~
~ ~ £~R q 6D ~ / ~ ~ /
v (J ~qP ~ iCE \ \ P r~ry~ 7 1 °g°4 ~ ^ TEMP. ROCK CHECK DMI / ,a
aSy, I 556 N`' •p,,tica
II n c t I~~ V ~ ~ TEMP. ROCK CHECK DAN 4 'k _
/ ~ ~ / ~ / \ ~ e
111 o ~ 1 / of U I,,,~ i v
f` ? ~ / ~ 0~ / I ~11f 4a ~ i ~ ~0~~!` \ / 1
o qy ~ a / ~ 3 ~ I / ~ p~C'goa~ p`n,~ ~ / ~ \ EL TO BE ~ ~Qe 4 g `F
J ~ 1~ ~ ~ 2:1 SIDE OPES. ' ~s° f/ o ~~V INSf ENi ° soe T~ ~ ~ ~ / - EROBI L MATTING. k® ~ \ ~A
/ `y ~ r J ~ SEED MULCH All 0 / y^,,.~ / ~ DI D AREAS. V ~ ~
qb ,°q, ~ I J ' ~ 556 l / ~'q;q ~'F S~' 0
c ~ \ ~ yb ~ 0S G ~ ~ `11 j~ a4 5 ~ o+ T '1 a 6 J I ~ ~ ~ ~ '~4
~ 1 ` T/ op / 6 ~ ~ ROCK 4LT SCREEN ~ ® ~qag J / 5 ~@ 4~G h ry,/ Q RC \ j 0,
1~ ~ E. / ~./J l / 9~9~Y 9. 0 p~
56 ~ \ i4 ~ 7 ~ ~;e~ 6 ~ ~ ~ ~ ~
~l' \ ,'~~'+b 6 / ~ TEMP. ROCK CHECK DAM ~ ~\0
G~ ~ ~~°1 4s~' T 6 a ~1G8 \ ~ / $ ~ oe~a¢¢ \ ~ ~ t
~ ~ ~ CHANNEL TO BE GRADED 555 ~ ~A?sF V~s ~ WIM 2d SIDE SLOPES. 5s ~ ~q`a9 •~a ~ 6 / ~ ~ y a ~ INSTAll PEAMANEM
/ t ~ ~ EROSION COMROL MAT11N~ ~ / ° ~ ~ ~to~ / ° DESTURBED AREAS. ALL 55 / ' / \ \
\ ~ 46 ~ / s / 49c~~Tt4 s\
/ ~ V
/ / - V ~ a / ~a''~ ~ ~ 5 ?4~~ A ~ A a 4. y ,a g~4y~ A \ II ~ Y ~
TEMP. RDCK CHECK DAM ~ l ~ ~'c ~ ~ ~ o~ °
STABILIZED CONSTRUCRDN ~a ~ / TEMP. ROCK CHECK OAM ENTRANCE i o ~ o ROCK SILT SCREEN / ~ i s J
'4?a ~ ~ V ~ TEMP. Roar cxECK oaM ~o~, / ~ o
~ ~ yy ' ~t a_,, PROPOSED CULVERT TO / ~ ~ I p L• o 0 i~ HAVE BURIED ~ w ~ ~ ~I I ~ . / BOTTOM THEREFORE ~ / ~ z ~ < o
1 ROCK SILT f/ ~ NO RIPRAP APRON TO ~ I ° x / BE CONSTRUCTED °d \ ~ ~ / §6
CHMlNEI. TO BE GRADED ~ /
WffH 27 SIDE SLOPES, INSTALL PERMANENT e~ / ~ l I £ TEMP. ROCK CHECK D / / 9~4 / EROSION cormTOL MamNC. I p ~ \ / ' , / W ~
SEED AND MULCH ALL ~ ~ OISNRBEO AREAS. 6
W o~ air ~ e~'~~ s ~~°o,~ W F"I ti ~ ~ ~ ~ ~ ,
~~T~~ /a° ~o Y° Q
~ rc v ~ ° ~ ~ ~ / / ~ FBI V
/ ~ Y / uS' 4 / rP ° ~ n
m 90 ~ ~ - / N 'fit ~I O \a TD I ml ?inn SPIIBIUZED CONSTRUCTION ~ ~ ~ TEMP. ROCK CHECK DAM / ~;"ae~ ~ ~ 5 y 1 `At 3, sf~ L
~ \ / 3 S 1 •p,0. O ` ~ e 3~ N \ `AO \ n4
~ ~ ~ ~ `M' FlEX PIPE SLOPE ~ ~ ,L / ~ 4 ~ ~.,I ROCK SILT SCREEN w,,,. ~ ~D~. ~ ~ ~ / °+~q ~ W W
~ a / 3p 49 \ ~ 0 A
U o
MATCHLINE SEE SHEET EC-2 " W

"<4 / ~ \ GENERAL EROSION CONTROL LEGEND NaTES: / ~ \ 1. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL - .~y
TD? TEMP. DIVERSION DITCH (DETAIL 1/ECD-2) MEASURES AT LEAST ONCE A WEEK OR AFTER EACH RAINFALL F.I / EVENT, AND REPAIR IF NECESSARY, TO ENSURE THAT ALL EROSION Q.
/ CONTROL MEASURES ARE FUNCTIONING PROPERLY. ^m'^„ -SF- SILT FENCE (DETAIL 1/ECD-1) 2. STABILIZATION OF DISTURBED AREAS SHALL PROGRESS WITH PIPE
~,a„W~,~ INSTALLATION. AT NO TIME SHALL PIPE INSTALLATION PROGRESS `e,~~ \ MORE THAN 500 FEET AHEAD OF FINE GRADING, SEEDING, AND
TEMP. SLOPE DRAIN (DETAIL 3/ECD-1) MULCHING OPERATIONS. 3. CONTRACTOR SHALL MAINTAIN STORM DRAINAGE DURING PIPE / ' INSTALLATION, DISTURBED AREAS WITHIN THE LIMITS OF
x, ~ INLET PROTECTION (DETAIL 4/ECD-1) CONSTRUCTION SHALL BE GRADED DAILY TD PREVENT PONDING OF \ _ ~^a mro / STORM WATER RUNOFF AND UNNECESSARY SOIL EROSION. THE
w v ('y \ ROADWAY CUT SHALL BE BACKFILLED AND STABILIZED AT THE END \ ~''o 4' .m+'a~ "'`~"h / TEMP. ROCK CHECK DAM (DETAIL 2/ECD-1J OF EACH WORK DAY INTH STONE MATERIAL, AND GRADED TO V ~ ~ ~ e ro°;~,m, ~ ROCK SILT SCREEN (DETAIL 5/ECD-2) MATCH NORMAL ELEVATIONS AND SLOPES SO THAT NORMAL
; s G DRAINAGE WILL BE PROVIDED. PI = \ a \ _ ~ STABILIZED CONSTRUCTION ENTRANCE ~C $
\ _ ~o \~0 ~ (DETAIL 2/ECD-2) `y v ~n
~ ~ 1 I k tC iro Nm
~ V A \ \ ! v. /~e ~ ~ ~ l~ ~x w ~ o~zon \ / ~ IL a., v~ n a
r^i°t~y2' ~ ~ °"te ~ A y W op a x +.T~°`~ ~~~o~~~o ~ f \ / e~ i ~ mach a`~
W
. ~ \ \e ~ ( + \ V~ ~,,rw \ w ~ r~A ~ 1 ~ \
\ \ \ \ \ a / ryW ~ ROCK SILT SCREEN /
qH4 a / / ~~W \ fS\ \ 4'~\ \ tm~ q9"~' 1
m \ \ \ \ t~, m l I / SIDHE SLOPS I ~EPERMANENf \ \ ~ ~ / ) n `may EROSION l MATRNG. SEED
\ y \ ~ oe o- ~ "o°, AND MULC ALL DISTURBED ~ ~ mw ~ \ \ / AREAS,
~ ° v v ~ ~ I W RaDK SILT CREEK ~ ~ ~ ~ ~ E\ V A ~ 2 ,;oa~ya ~ & 4~ ~ oW -
~ ~ v v v e `°~ro m ( r ~ ~ ~ $p ~ k e ~ \
~~@ ~ ~ ~Y(+~ \ \ Qa.~ SfE~~NZE~ CONSTRUCTgN ~ ~ V / ~ ~ \ \ ~ \ \ \ r \ ~
I ~ \ a \ \ \ 1.A~ V
. V ~ ~ >v ss v v ~ I i yv
~ `m°~ ~ \ ,w ~ / ~ I ~ Q' ~ ~ ~ d L~ J' / I I / ~~flPo m ~i ~ i ~-v ~ v ~ W n, - ~ a ~ ~ ° q'a'r• ~ f~~~ / ~ v 1
11 f z~ \ J 1 I / /
4 ~ 1 s \ ~ ~ ~ - m
v ~ ~ TEMP. ROCK CHECK DAM VA ~ \ ,J ~ ~ ~ ~ ~ s /
v ~ ~ ""w,a,,~ ~ ~ A Pni
v ~ v ~ ,J'~ v~ ~ f I i ~ v , i ~
\ ~ / ROCK SILT SCREEN \ ~ / ~ U \ ~ 1 ~°~~a \ ~ n " 'T STABIDZFD CONSTRUCTION r ~ ~ ~ VAA\VAA ~ ~ ~ ~
ENTRANCE p A \ VA V ~ / /
v / / ~ / yes v v ~ ~ ~
/ ' 'w / ~ / ROCK SILT RE e~ ~ ~'y ~ \ a \ C~
'wq ~ ~C~ ~ ~ ~r"`„°*, \ s~ . ` TEMP. ROCK CHECK DAM ,mw ~ b~ ~ ~ 'K ~ ~ ~ ~ ~ STABILRED CONSTRUCTION ~ A \ a
1 ~ ~ / / roe I 2T. EMRANCE ~ \ `,~w`"ha, a
~ \ D W 0 11 ~ / ~s~ ~ ~s s--%y l~ ~ ~ o. ~ ~m
~ ~ , r~/ ~ ~ ~ _ - o ~ ~ Q/ J A a l 15~ l/A \ ~ ' ~ ~ ~ \ ~'o'7n 0 .5' I 0 S ~ ~ ~ \ I Y m N/ / ~ ( W T. ~4 ~ I
CP 'wino I l ~ / ~ ~ „n° o. ~ Sse 1 CONSTRUCT PASS ~ '"n,°m. ) ~ R p,~ ~ o m "~a,~,m ~q - ,„i ~ v ~ / ""'~'~°'a ~ I RIPRAP APRON ~ ~ '•.^w~W^ -mom ~ \ ~0 \ ~ ~ : i ~ < ; (1 y 75' LONG BY o m
~ ~ - ~ ~ Sot ~ f't.' / iB' WIDE DY 1+' ~e'a`°0°' ~ SS ~C~' °'e I o ~ a ~ °rc r ~ CHANNEL BE GRADED WRH ib' THICK ~ rS R e ~ \4 ~ i, ~ / -
Z•t SIDE LOPES. INSTALL 'N ~ '"~;%+`.roJ / ~yy~ yyW ROCK SILT SCREEN EROSIDN CONTROL \ \0~ 34 CFS / \ I ~ ~ s / MATTING SEED ANO MULCN / RDCK SILT SCREEN 0~ I 0 ~ ~ = 9.874 FPS ~ s1
~ ~ ~ L / / A ALL DI REED ARFAS. y \ ~ / ~ ~=n ~ a
~ ~ ~ ~ _ W Y,fI ~ e~ ~ ~ ROCK SILT d U Q
~ ~ T / I l v l E„~ E~ ~ W H
TD A I Z 1 e" ~ ~ /tcT Q~, Zi ~ ~ © t~~.~ ~ /
~ c a
/ \ \ \ ~ r '~-s,s~ ~ ROCK SILT SCREEN
~ ~ \ I` 3 ~ \ r / l F v1
/ SSE SSE _ - ~ ~ \ ' ~ ~ i ~ v . v ~7)J ~ / / ~
~ m~. _ _ ~ ~ ~ , w x ~,a~a~ _ , - r t SfADIDZEO CONSTRUCTION aA ~ ~ V ~ I W
_~-M--- ~ C~ TEMP, ROCK CHECK DAM I ~
MATCHLINE SEE SHEET EC-5 W

E
F
NOTES:
1. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES AT LEAST ONCE A WEEK OR AFTER EACH RAINFALL
EVENT, AND REPAIR IF NECESSARY, TO ENSURE THAT ALL EROSION U `o CONTROL MEASURES ARE FUNCTIONING PROPERLY. ~ 2. STABILIZATION OF DISTURBED AREAS SHALL PROGRESS PATH PIPE
INSTALLATION. AT NO TIME SHALL PIPE INSTALLATION PROGRESS m ~ MORE THAN 500 FEET AHEAD OF FINE GRADING, SEEDING, AND V ~ hn
MULCHING OPERATIONS. C7 ~ a aorn 3. CONTRACTOR SHALL MAINTAIN STORM DRAINAGE DURING PIPE 'e ~ mNo
INSTALLATION, DISTURBED AREAS W11HIN THE LIMITS OF w CONSTRUCTION SHALL BE GRADED DAILY TO PREVENT PONDING OF ~ 0 rN i n STORM WATER RUNOFF AND UNNECESSARY SOIL EROSION. THE sl o~ ~ o ~
ROADWAY CUT SHALL BE BACKFILLED AND STABILIZED AT THE END M OF EACH WORK DAY WITH STONE MATERIAL, AND GRADED TO r = o ~ o
Imou MATCH NORMAL ELEVAl10NS AND SLOPES SO THAT NORMAL n 0 - DRAINAGE 'MLL BE PROVIDED. M ~ mo ° au`a
GENERAL EROSION CONTROL LEGEND
TD TEMP. DIVERSIIXJ DITCH (DETAIL 1/ECD-2)
-$F'- SILT FENCE (DETAIL 1/ECD-1)
TEMP. SLOPE DRAIN (DETAIL 3/ECD-1)
q INLET PROTEC110N (DETAIL 4/ECD-1) _
TEMP. ROCK CHECK DAM (DETAIL 2/ECD-1) ' ROCK SILT SCREEN (DETAIL 5/ECD-2)
STABILIZED CONSTRUCTION ENTRANCE
~~LrJ (DETAIL 2/ECD-2)
MATCHLINE SEE SHEET EC-4
TEMP, ROCK CHECK DAM _ ~ / a8m I so,~~,y
,.'r I o~w°,. ~a o ~ a. \ rye ~ ~ o
r M ~ ~ ~ r~f I ~M ~ a= „ r
~ EK ~ ~ ~ ~
~~r'1 ; iV d v o (1 ~ r~ TEMP. ROCK CHECK DAM I ,
\ P 1 I ~ ~
, x 32r ~ \ \ ~ ~ >c 0 w, I
~ svv v~~v,~ ~ ~ aCl ~ ~ ~ ~ \ ~ ~ \ ~ res I ~ I TEMP. ROCK CHECK DAM ~M
1 "a
Q\` _m _
TEMP. ROCK CHECK DAM ~ - _ ~ ` R,-~~-~ _ ~
~ ~ ~ 4 l' II < ox o~
°"a~ TEMP. ROCK CHECK DAM I ~ S ~ € v o
,a I ~ z w o
mnn p V r o o a ~ < o
..~,:~~;D I ~ ~ m w ~,aw.. ° o w a ~ o
w k~ I io b /
~ K I ~=o.,. w a ~ ~ 0
I z a
I w F I a z
I ~ ~ o I ~ a
~ o,a~ ~ N U 0 l aw za
0 ~ wE~ «,.Q a a ~ ~
I ~ 0
i ~ C4 I w w
I N ~ ~ ,
I ~ y~ w

E~
F
FLOW ~ ~ WASHED STONE f~
" V 5 WASHED STONE I / GENERAL NOTES: 2'-0 MIN. ~ x
B V 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. SPILLWAY CREST ` ~ 5 WASHED STONE
/ 2. REMOVED SEDIMENT SHALL BE DEPOSITED IN A SUITABLE AREA AND IN SUCH A A A p o o a MANNER THAT IT VflLL NOT ERODE. _ C1 0 v
3. 1HE STRUCTURE SHALL BE INSPECTED AFTER EACH STORM EVENT AND REPAIRS MADE RIP RAP FLOW - a ~ 'o e d a ~ m \ ~ AS NECESSARY. / ~ v e
A A W V a aom 4. CONSTRUCTION OPERARONS SHALL BE CARRIED OUT IN SUCH A MANNER THAT EROSION X00 H LT
00 ~ AND WATER POLIUDON ARE MINIMIZED. Q 9 d c ~m° oe 0 O~ NN °o O O! ~ Ll0 ~N go 5. THE SEDIMENT TRAP SHALL BE REMOVED AND THE AREA STABILIZED WHEN 1HE ~ I ~ onzpn
° ° DRAINAGE BASIN HA5 BEEN PROPERTY STABILIZED. ~-I n B p, ~ ~ n e STORAGE AREA ~ ~ = o « °
J \ 6. ON LARGER DRAINAGE AREAS, RIP RAP MAY BE REQUIRED UNDER THE WASHED STONE. PU1N m Imo m i p' ~°.cro
SECTION B-B ~ md~aLL
W (SPILLWAY) / ~ STD. N0. MIN 2/3 STREAM WIDTH
cATDH enslN ~ 30.10 \ ~5 WASHED STONE
i I ~
m ~D~ 2 H ~
,z° MIN. ',dll r TEMPORARY ROCK CHECK DAM r MIN. BELOW LOWEST PLAN NEW ',III _ ~ ~ ' - ECD- BANK LEVEL (MIN)
H =LOWEST BANK LEVEL - 1 FOOT RIPRAP
3'-a' _ SiE~. posr SECTION A-A -
e' MAX ~-I I WIRE FENCING
-I tiu u m i i w. STD. NO CDOT STD. 0
30.08 OR 1632.02 secnoN A-a
STEEL posT WIRE FENCING
a STONE INLET SEDIMENT TRAP FLTER FABRIC
ECD-1 WOVEN FILTER FABRIC ~ rc p .WFJ U
M ~ Q 4
N l-I LENGTH AS NECESSARY SEDIMEM PR _ _ -
TO GO THRU DIKE RIP RAP & WASHED STONE - - _
PIPE FLTER BERM o - - - „ I _ _ u ~ ~ i' MIN. (CMLD STD 30.12) I N ANCHOR SKIRT 6" MINIMUM
2 1' MIN. SEDIMENT PIT
FLEXIBLE PIPE H=D+12" ~J~ • IN LIEU OF BURYING SKIRT, 6" OF D
STAKE _ - _ III ~5 WASHED STONE MAY BE USED TIE DOWN AT END GENERAL NOTES: 1, FlL11R FABRIC FENCE SHALL ~ A MINIMUM OF 32" IN WIDTH AND OVER TURNDOWN.
SHALL HAVE A MINIMUM OF 6 UNE WIRES WITH 12" STAY SPACING. O • ~ ~ . , 2. WOVEN FLTER FABRIC BE USED WHERE SILT FENCE IS TO REMAIN
4' (MIN)A FOR A PERIOD OF MORE THAN 30 DAYS. O - DIAMETER (D) . • 3. STEEL POSTS SHALL BE 5'-0" IN HEIGHT AND BE OF THE STEEL OR WOOD POST
_ SELF-FASTENER ANGLE STEEL TYPE. • 4. WIRE FENCING SHALL BE AT LEAST CIO GAGE WITH A MINIMUM OF 6 UNE
' WIRES WRH 12" STAY SPACING. FILTER FABRIC ~l ~ I ~ AKES' S. TURN SILT FENCE UP AT ENDS. Z R m o
- ~ w o ~ o° ~tiu_ni. 6. WIRE MESH SHALL BE MINIMUM 13 GAGE YIRFI MAXIMUM 12" OPENINGS. F Z s o x o a
PROFlLE ~ EARTH DIKE 7. WIRE AND WASTED STONE WILL BE REQUIRED AND NOTED ON PLANS WHEN: n ~ m OQE < " n ° RIP-RAP APRON - y~ - ro AT LESS THAN 1R SLOPE A AT TOE OF SLOPES GREATER THAN 10 FEET VERTICAL (2:1 SIDE SLOPES) N Py I s
OR ALONG WATER COURSES. B. AT DENUDED I1MR5 WHERE A REQUIRED UNDISTURBED BUFFER IS 50 EXTEND TO EDGE OF DISNRBANCE ~ 0 4
FEET OR LESS AWAY, -I. II w ~ 8. ORANGE SAFETY FENCE IS REQUIRED AT BACK OF SILT FENCE (WITHIN 5 FT.) p°o ° m m
WHEN GRADING IS ADJACENT TO SN1M BUFFERS OF WETLANDS (REFER TO SWIM I ° a ° CONSTRUCTION SPECIFlCADONS: BUFFER GUIDELINES). ANCHOR SKIRT 6" MIN. ~ o o n ~ rc
e I. THE TOP OF THE EARTH DIKE OVER THE INLET PIPE AND THOSE DIKES CARRYING MAINTENANCE NOTES: 1. FLTER BARRIERS SHALL DE INSPECTED BY THE FlNANCIALLY RESPONSIBLE WATER TO THE PIPE SHALL BE AT LEAST 1 FOOT HIGHER AT ALL POIMS THAN THE TOP PARTY OR HIS AGENT IMMEDIATELY AFTER EACH RNNFALL AND AT LEAST DAILY
OF THE INLET PIPE. DURING PROLONGED RAINFALL. ANY REPAIRS NEEDED SHALL BE MADE IMMEDIATELY. 0. NCDOT STD. 0.
SHOULDPBE TAK~ED ON ERHERLLSDE WATER TIGHT CONNECTING BANDS. FLEXIBLE PIPE 2 OFOTHE EXPECTED USABLEMUFE AND THEOBARRIER STILL SpNECESSARY, THEro 30.06 OR 16OJ.O1 W I"'~
FABRIC SHALL BE REPLACED PROMPTLY. V O 3. A RIP RAP APRON SHALL BE PROVIDED AT THE OUTLET, IF EMPTYING INTO A DISTURBED a AREA. 3. SEDIMENT DEPOSffS SHOULD BE REMOVED WHEN DEPOSITS REACH APPROX..
HALF THE HEIGHT OF 7HE BARRIER. ANY SEOIMEM DEPOSITS REMAINING IN PLACE ~ TEMPORARY SILT FENCE W ~ E 4. THE SOIL AROUND AND UNDER THE INLET PIPE AND ENTRANCE SECTION SHALL BE AFTER THE SILT FENCE IS REMOVED SHALL BE DRESSED TO CONFORM TO THE
HAND TAMPED IN 4" UFfS TO THE TOP OF THE EARTH DIKE. EXISTING GRADE, PREPARED AND SEEDED. ECD-1 FOR HIGH RISK AREAS A a ~I by 0
5. FOLLOW-UP INSPECTION AND ANY NEEDED MAINTENANCE SHALL BE PERFORMED AFFER 0 H ~ U EACH STORM BY THE FlNANCIALLY RESPONSIBLE PARTY OR HIS AGENT. ~ V Ey
6. OUTLET PIPE SHOULD BE TAKEN OVER OR THROUGH ANY SILT FENCE, TAKING CARE a W O NOT TO VOID THE EFFECTIVENESS OF THE SILT FENCE. A I.,I
F ~ STD. N0. NCDO S1D. N0. C/] O
30.04 OR 1622.01 ~ ~
W W
s FLEXIBLE PIPE SLOPE DRAIN
EcD- z A g ~U

E~ NOTE:
~I ~ USE CLASS B STONE FOR STRUCTURAL STONE AND PAY FOR AT THE CONTRACT ~7 TOP OF BANK 50' MIN.
UNIT PRICE PER TON STONE FOR EROSION CONTROL, CLASS B. PUBLIC STREET USE N0. 5 OR N0. 57 STONE FOR SEDIMENT CONTROL AND PAY FOR AT THE CONTRACT
UNIT PRICE PER TON SEDIMENT CONTROL STONE.
CONSTRUCT DAM A MAXIMUM OF 1 Ff. ABOVE NORMAL FLOW DEPTH. '~q•~, , EXISTING GROUND _ ~ ~ - - SOIL STABILIZATION FABRIC
s ' UNDER STONE - U v
9 50' MIN. ~
2 SEDIMENT CONTROL STONE ~ ~ <
1 ~ ~ a n`ia u ~ mrno
STRUCTURAL STONE r1 ~~OW BASE OF STREAM W ~ m~aN~ v Ulv~i w w ~ a''^zoI
O ~ TOP VIEW Z KWK a .moo 7J H _ F x o ~ E c . 0 W m
00 ~ H = 1'-6" MIN, 3' MAX ap U W °o o `o o O Q~ m ~ mdo`a~
7 - a
CROSS SECTION
NC00 STD. N0. 1. A STABILIZED ENTRANCE PAD OF WASHED STONE OR RAIL ROAD BALLAST SHALL BE LOCATED WHERE TRAFFIC
1 636.0 1 ~ WILL ENTER OR LEAVE THE CONSTRUCTION SITE ONTO A PUBLIC STREET. t
2 FILTER FABRIC OR COMPACTED CRUSHER RUN STONE MAY BE USED AS A BASE FOR THE CONSTRUCTION ENTRANCE.
H TOP OF BANK 5 ROCK SILT SCREEN 3. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT = ONTO PUBLIC STREETS OR EXISTING PAVEMENT. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL a
CD- STONE AS CONDITIONS WARRANT AND REPAIR OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. H = 1'-6" MIN, 3' MAX
4. ANY SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO PUBLIC STREETS MUST BE REMOVED °
FRONT VIEW IMMEDIATELY. 5. WHEN APPROPRIATE, WHEELS MUST BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTERING A PUBLIC STREET,
WHEN WASHING IS REQUIRED, IT SHALL BE DONE IN AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN APPROVED SEDIMENT BASIN. SEE STD. N0. 30.118.
6. SOIL STABILIZATION FABRIC SHALL BE USED UNDER STABILIZATION STONE. ~
7. CDOT MAY REQUIRE A STANDARD COMMERCIAL DRIVEWAY (STD. 10.24 & 10.25) TO ACCESS THE CONSTRUCTION °
SITE IF THE DRIVEWAY IS ON A THOROUGHFARE.
~5 WASHED STONE STD. NO. B 30.11 A z
I STABILIZED CONSTRUCT ON ENTRANCE GENERAL NOTES:
SILT FENCE \ ~ CD 1. SEDIMENT SHALL BE REMOVED AND TRAP RESTORED TO ITS
ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO A A ~ 1/2 THE DESIGN DEPTH OF THE TRAP. ~ ~
•.r,..:~.......:°...;,~ 2. REMOVED SEDIMENT SHALL BE DEPOSITED IN A SUITABLE AREA ~ AND IN SUCH A MANNER THAT IT WILL NOT ERODE,
\ 5i A E~ A 3. THE STRUCTURE SHALL BE INSPECTED AFTER EACH STORM
; EVENT AND REPAIRS MADE AS NECESSARY. ~
4. CONSTRUCTION OPERATIONS SHALL BE CARRIED OUT IN SUCH A 3~ MANNER THAT EROSION AND WATER POLLUTION ARE MINIMIZED. B
s' PLAN O STORAGE AREA 5. THE SEDIMENT TRAP SHALL BE REMOVED AND THE AREA - i \ STABILIZED WHEN 1HE DRAINAGE BASIN HAS BEEN PROPERLY LL SLOPE
?;(21':'$'°::::?:'•iy.;;:>•^•:. .:2,%2 STABILIZED. 6, SILT FENCE INSTALLATION SHAH BE IN ACCORDANCE WTH STD. o
N0. 30.06 ~ ~ o + o ~
z ~ ~ ~ n CATCH BASIN / \ 05 2~ MIN < v ° F~ x
1 1 COMPACTED BERM ~ f0 24" / 1 s a ` a a I NATURALG~f I d
ROUryp o LL U O
SILT FENCE m w ~ V m PLAN VIEW i ° z ~ <
SECTION A-A _ _ s m 3 ~ ~ > H i_ to °d ° 12" 20" - ^ ~ a
~-~5 WASHED STONE i i - - i i ~ 1O SOW 6" MIN. 0~ N4T0
~ WIDTH AND G 12" MIN. L _ _ I - DEPTH TO BE DESIGNED ROUND i 4 i
BY ENGINEER (1' MIN) W F~ - FLTER FABRIC SKIRT STD NCDO D. 0 V 0
STD N0. _ IN 6" OF y5 STONE 30.05 OR 1630.03 Z a
30.09 3~-4, - NOTES: W H ~ ~ SECTION 8-B A ~ Z
OR 1. DITCH SHOULD HAVE LONGINDINAL O 1 TEMPORARY SILT DITCH SLOPE OF 17 ~ a
2. SILT FENCE MAY BE REQUIRED BEHIND BERM. I" I ~ V NCDOT STD. 0 CD- Q V ("I
1632.03 SECTION A-A 3 a W O cD- SAND BAG DIVERSION DETAIL W A ~
F ~ 4 SILT FENCE STORM INLET SEDIMENT TRAP ~ ~
co- ~ ~ W W
N
w ~ p
~U

9 Ci o ~ v
~m N
3" 9 PERFORATED ORAIN SUPPLIED Pi ` aam V4TH WINGWALL ~ a m~o
~ ~ E NN I ~ Lb ~N
MU N W m°0^?Onv
w WINGWALL ANCHOR Q =m' o x ~ ° vv j..~ a d op `o `or
;w p GRANULAR BACKFILL `1 maVdl. ~ o: rc o
=?I t0'
LIMITS OF EXCAVATION
" } GROUT 6-~5 BARS, E4UALLY SPACED
2'-fi'
p4 TlES ®36" NOTES: 1. FOR LEVEL INSTALLATION, TOP OF CULVERT 'o.
FOOTING AND TOP OF WINGWALI FOOi1NGS ARE TO BE AT THE SAME ELEVATION. -
2. PRONDE BENT BARS TO MAKE CULVERT AND WiNGWALL FOOTING REINFORCING CONTINUOUS.
2 WINGWALL FOOTING SECTION
D1 scv,E; fl.LS

24'-C" ~ @~n M

D°

24' X 8' BOTTOMLESS ARCH O p . CULVERT o P. O (MINIMUM FLOW AREA = 119 SF)
D o
° CHANNEL BOTTOM
ro 3" CLEAR m
TYPICAL ~ ~ ~ o d 1C" o GROUT z i t o ~ ° o
I ~ BARS 2 9° ~ a v i m O.C. TDP AND
n ~ BOTTOM ~ m ~ tiD b J n ~ A
' rr M4 TIES AT 36" ~ a . SPACING ~ ? o ° ~ m
n D ~ p~ Z O q 0 I
~ ~ " m 3 COVER ~ > ~
8•_p+
W
U F
z a 1 TYPICAL SECTION AT 24' X 8' PRECAST CONCRETE ARCH CULVERT W ~ W
D 1 sc1uE: s • . r ~ ~ /8 ~ a ra
ri ~ ~ ~U F+U
a w a Ax
F U
a ~ ~
w
W~ 4 NA °

E~i
12° -
1'CHAMFERATALL ~~'"""Ir~''~~I EXPOSED EDGES I--1 I I U a
10' o
16' % 7' PRECAST ~ m THREE SIDED CONCRETE CULVERT UNIT m V a nn
(MINIMUM FLOW AREA = 71 6F) ~ ~ 'a N ~I a E10SRNG CHANNEL BOTTOM 9
a5 HORIZONTAL BARS GROUT WALLS SECURELY ~ ~ u ~ N m ®12' CENTERS GRWT WAILS SECURELY I cm I rv 0 "N<J N 4 M~ ~ m°nzoa
~ VERTCAL BARS T a = o ~v~' o
® 12' CENTERS J" COVER I C I m o m ~ o ~oo .1(( T 0. ~OLa..
° 3" COVER ~ 1RANSVERSE } m aU d w sm a (J BARS ®6" SPACING JS LONGITUDINAL ~w BARS ®10" SPACING
zoo VL g57 STONE 4 SECTION THROUGH CULVERT
3' 0 WEEP HOLE ~Oa`. /BACKflLL J-~'" DZ SCALE: 1/4" = 1,
OOV Y4 DIAGONAL BARS 00 O~ 1r cENTERs
Q~~ 3' COVER
~ ~~~j~n 2~ rO,uT/LJ OQ ®12oRCEN1ETR5 BARS V
coN~ch Ar ~o°~O~ vO ~ ~ HoRlzouru. BARS JOINT Odo OpO\ ®10" CENTERS
I I I I I I O ¢ - Do0o4 D2 I
II I II J' COYER 'oe nD > ~av ~ ~ ~
. ~~U I I I I l i ° ii I I li
0 ~0°00~ o OU L 4 0 00 O~ 0~ O L O Oo0 I I I I I I
W xomeaxru aus a lo• coxnxuaus nmu culxxr aamna
12' THICKNESS OF x.57 STONE Ai FOOTING 5
3 WING SECTION py
D2 scALE: 1/z" = r o
a 3
,2• 2 s
`o.
2 PLAN - 161X71 BOTTOMLESS ENDWALL ~ p2 SCALE: 1/4 = t
2 4'5 BARS 115' 1" CHAMFEA AT AIL CONTNWUS F'~'I / E%POSED EDGES.
O
' D p - 3/4' EPOXY ANCHORS ® 12' ON CENTER W11N
6' EMBEOIMENT IN A i0P OF WALL RCBC TOP STAB 9'UPSTREAM ELEV = 704.19 DONNSIAEAM EI.EV = 703.24
m a
°w ~ PRECAST ~ ~ < o s D THREE SIDED 1, END OF W1NG 16•_0• z n w n p
CONCRETE ~ UPSTREAM ELEV = 700A0 is ataxca~ 0 10 4 ~ x m CULVERT UNIT DOWNSTREAM ELEY = 699,50 orrurt I v F u 0.4VmT mat i µwaNU now.~mn. n s9 Y
ammm awm¢ ammo m b o
a N 0 N U T T
OTTOML J, TOP OF FOO7ING ° i 0 ~ a < w 5 UPSIAEAM ELEY = 696.19 - - DOWNSTREAM ELEY = 69424 I _ _ o p m i
n
- - - - - - 1 ELEVATION - 161X7' BOTTOMLESS ENDWALL W FOOTING
DZ SCALE: 1/4" = Y V
o~ ~ , z a o~ W ~ °p~~a~~Q'd A ~ a
a~
o~, H~
5 SECTION AT PARAPET W Z
D2 scALE: i/z" _ p" A ~ F
W
W N 4 NA

E¦
•
v
UD P~ v
m m
V~ d N~O u
n ~ i "~"nm m ~ "~UVV~i
GL^i ~ c°n^Zna ~ o
~ omou p57 STONE BACKF]LL FULL DEPTH AND W J~ p `o o x
FULL WALL HEIGHT T. C`~S m a U a i°. 3/4° CHAMFER 1'-0" Ai ALl EXPOSED
EDGES.
oon n0 ~,~R o ~ COVER
O(s
p ooh O
oC
o~ - 0 ~ o. - 0(
/5 HORIZONTAL m e ~ n ~ BARS ®12 ON a~ , ~ I CENTER ~ ~
~ it ~m
Li'6 YERIICAL f BARS ®12° ON ~
CENTER 2'-6' ` ~ ,y4 DAGONAI 8'%7 PRECAST
Q~C CENTER B' ~ RCDC w ~ ~
ROUGHEN CONCRETE AT 2r' ,COVER c CONSTRUCTION JOINT V i 1~.-1 n(~~~("~`J L,
Z" COVER ~ „~`6 BARS ®18'}'' OG O ON CENTER" ~JOO _ _ _ _ _ _ _ ~ UC ~ -
0 0 .o , ~ ~ p ~ p~ / / ~ ~
~ ~ \ l
'J Ms BARS ®9' ~ i i pg \ ~ ye eARS DN CENTER ~ ~ v ~
I X57 6TABW7ATIDN / - 9 \ ~s~ STONE AS NEEDED 0 d~ 3 D3
6'-6' `s, t'-a" r-D'
m'-a" O
2 PLAN - 8'X7' CULVERT ENDWALL
D3 scA~e ~/a° = r 3 WALL SECTION
D3 scALE: i/r = r
0 I m < a~ a
TOP OF WALL i ~ o ~ n UPSTREAM EIEV = /14.54 DOWN STREAM ELEV = 713.56 a ~ ~ u m
3 ~ F CHAMFER ALL 8'-0' C a
EXPOSED EDCES ~ I_ n 2- {f4 BARS `A m
CONTINUOUS REND OF 'MNC $ rl u r ~ UPSTR AM EIEV = 711.00 8'%7' PRECAST o m m tl RCBC ~ i ° < a ~ DOWNSTREAM ELEV = 709.00 ~ ~ W
EPO%IED ANCHOR ®18' ~ p D n ~ i O.C. W1TH A 6' EMBEDMENT
M1 70P SLAB t` m END OF SUB ~
PRECAST CULVERT FACE UPSTREAM ELEV = 705.67 DOWNSTREAM ELEY=704.89
8'X7' PRECAST CAST-IN-PLACE SLAB RCBC AND CUT OFF WALL 1' BURY QS BARS 0 6" O.C. Ni1H J' U
STAGGER 70P i0 BDTiOM
~'5 HORIZONTAL BARS IY O.C., BO1H MATS ~ U]
FlNISHED CRADE 1 ELEVATION - 8'XT CULVERT ENDWALL A ~
M5 BARS 70 BE EPOXY ~ ~ U GROUTED MTO 1" DIAMETER W
PRECAST HOLES I~1 3-p5 BARS AT BOTTOM A H
t2't2' OF TURN DOWN ~.y 2'-6' U]
4 SECTION AT CUT OFF WALL W
D3 PRECAST HEADWALL SYSTEM SCALE: i/4" = 1'
~ o A

H
• C
r~
V
v° 0 ~S-
~1 m N V ~ MM
~ d N~Q ~ 61 p~O ~ NN I
~ LN NN O N U I vNi
a "e 10M ~
F Olmou W Jl ~poox CJ OrdUR ~
{5] STONE BAC%FlLL NLL DEP7H AND FULL WALL HEIGHT
J/4" CHAdIFER e• AT ALL EXPOSED EDGES.
M ^`~,~Q~
1" COVER (~~(r 1' COVER
' ~f p4 HORIZONTAL BARS O 12" ON CENTER o
a4 VERTICAL ti ~ 10'X5' PRECAST
BARS O 9" ON ~ p RCBC CENTER a I I
2'-6" 0_n~ ,y4 DIAGONAL i ° (Sj BAR5O9"ON ~?e o
O CENTER i d ROUGHEN CONCRETE Ai 1 2'COVER
CONSTAUCRON JOIM ~n,.U.V:.S.~ ~ --1 2" COVER ~O , ,~5 BRAS 0 78"~ ON CvENi~"~
/ / \ " `i / / 4 \ \
0
CIS BARS ON CENTER 9^ ~ ~ D4 /57 STA8IL17ARON STONE AS NEEDED J,
4,_5.
r-G• ,'-G" 2 PLAN - 10'X5' CULVERT ENDWALL
D4 scar: i/a^ = t'
O
3 WALL SECTION
D4 scnLe: t/z° = r o ToP of wau ~ „ ~ $
UPS EAM ELEV = 700.8 O ~ O t- DOWNSTREAM ELEV = 700.2) Z ~ ° ~ rOi n y N S b
REND OF 'MNG 1D'-0 ¢ 3 UPSTREAM ELEV = 698.50 ~ i DOWNSTREAM ELEV = 697.84 10'%5' PRECAST ~ w
3;' CHAMFER ALL ~ RCBC h ~ EXPOSED EDGES J1D"~ o p
-I 2- ~'i BARS CONRNUOUS ENO OF SLAB / ~ ° d ~ p o fl
p 'UPSTREAM 0.EV = 894.3 i~ p a p DOWNSTREAM ELEV=697,90 - L- J---- - ~p EPOXIED ANCHOR 0 18" 1' BURY
D.C. W1H A 6" EMBEDMENT ~ IN TOP SLAB
PRECAST CULVERT FACE
10'%5' PRECAST CAST-IN-PLACE SLAB W RCBC ANO CUi OFF WALL ( 1
d5 BARS 0 B" O.C. %77H 3' rjV STAGGER i0P TO BOTTOM 1 ELEVATION - 10'X5' CULVERT ENDWALL W a
HORIZONTAL BARS 0 CA a ,r G.G.. BDTH MATS D4 scn~e: t/a° = t' ~Ay a ~
FlNISHED GARDE 1/ ICI
p , ~~1r?T,/z' ~Q// ~ ~ ,h y5 BARS TO BE EPO%Y ' ~ ,I W W V~j
GROUTED 1NT0 I" DIAMETER F-1 PRECAST NOIFS ^ A IH
3-p5 BARS 0.T BOTTOM E 12^ Ip^ OF NRN DOWN
2 8 W
4 SECTION AT CUT OFF WALL
D4 PRECAST HEADWALL SYSTEM s~E: t/a" = t' W ~
=A

E~ r
F p.57 STONE BACNFILL ~7 STONE BACKFILL FULL DEPTH AND FULL DEP1H AND ~ FULL WAIL HEIGHT FULL WALL HEIGHT
3/4' GHAMFER 8. 3/Y CFUMFER Ai ALL EXPOSED AT PLL XOPOSED 9" ~
EDGES. EDGES.
L ~ V
O ~lo(~" , ~Q~ 1" COVER ~ 1' COVER ~ ( , a
e O 7 COVER 1" COVER U o B-,~L HORIZONTAL ,94 HORIZONTAL BARS 0 3' ON CENTER a QC 'N4 HORIZONTAL ~ ~ BARS O 72' ON o~ BARS O 17 ON o. o
G CENTER ~ 1 G CENTER LL j m wr O~ yiv V N Mal M1 VEATCAL pp R4 VERTICAL BARS N4 VERTCAL tt o ~ c a om
BARS O 9" ON < 0 12' ON CENTER BARS O 9" ON ¢ ~ ~ a N I a I'-10' ~I CENTER ~o CENTER ~o v c ~No
G f4 DIAGONAL i,l /4 DIACONAL i i W ~ r,o ~nm D ~Q CENTER B"~ wm I'-10" ~ O~ BAR509"ON wm y 0 ~„NIZ~~ Q Q CENTER w ~ 0~ o f
ROUGHEN CONCRETE AT Q OVER ROUGHEN CONCRETE AT 2' COVER m = a n; ~n CONSTRUCTION JOINT ~ 0(\n;~, . CONSTRUCTION JOINT ~ f~n~, p a m o c
2" COVER O Q XS BARS 0 18' 2' COVFR ~ Ga !6 BARS o 1B° 'a ° p o o x Q ON CEv7ER Q N CENTER ~l e OfdUd4
p o T~D~ a ~ I
" \ ,,,,~U ~ 0 ~~~D,
I ,y4 BARS O 9" ~ ~4 BARS O 9" .I ON CENTER ON CENTER
~S BARS STONE ASI NEEDED MS BARS d57 STABILIZATION STONE AS NEEDED
'o
4 WING SECTION 3 WALL SECTION D5 scALE: i/z" = r D5 scALE: I/z" _
0
I I I I I I
(I 24^ I I 1o'xa' PREDAST ~ / I ~ I I RCBC I / I I I I /
/
34'X53' / / ELLIPTICAL / ~ RCP /
/ / \ \ / / O
/ / 5 3 ~ ~ ~:e, / g D5 D5 ~
/ 5 ~ ~ a. ~ ~
~ 2 PLAN - 10'X4' CULVERT ENDWALL
D5 SCALE: 1/4" = 1' ~ m a a °
o~ ox n4 z ° o ' i e
3 a
J p5 DOWELS 20' LONG 0 12' GN ° ~ CENTER TO ~ EPOXY GAWiED ~
INTO 1" DIA. HOLES PRECAST o ~ ~ m m CHAMFER ALL 8° INTO RCBC. EMBED 8' INTO ~ o ° a ~ m E%POSEO EDGES ~ 2- p4 BARS RCBC (IYP. 80TH SIDES) o m ~ ~
I ATOP OF WALL o ° a ~ °z CONTINUOUS ~ ppWNBTREAM ELEV = 703.34 ~
EPOXIED ANCHOR 018" r` O.C. YA1H A fi" EMBEDMENT ~ Rd TOP SLAB
PRECAST CUL1'ERT FACE 1D'-0" CAST-IN-PLACE SLAB J, END OF WNG ' 10'X4' PRECAST AND CUi OFF WALL Y'DOWNSTREAM EL~700.W o 34"X67"
RCBC I 10'X4' PRECAST ELLIPTICAL W 96 BARS O 8' O.C. WiH 3' 24' RCBC RCP STAGGER TOP TO BO7TON RCP r ~
FINISHED GRADE SEND O~F SLAB~~~~~ `m \ ' DOWNSTREAY M ELEV = 697,51 m _ ~i{ I'^I
~.5 BARS i0 BE EPOXY I GROUTED INTO 1" DIAMETER ~4 BARS EACH FACE 2-/4 BARS O A
PRECAST NOLE$ 3- 5 BARS AT BOTTOM 3' EACH FACE g6"HORZONTAL BARS O 12'12" OF NRN DOWN ~ `Sy 12 O.C., BO7H MATS py
2'-6" a~ N~
1 ELEVATION - 10'X4' CULVERT ENDWALL py W rZ,
5 SECTION AT CUT OFF WALL D5 SCALE: i/4" = 1' A H D5 PRECAST HEADWALL SYSTEM SCALE: 1/4" = 1' ~
W
W VI ~
uWZi ^ O

F
•
a
uo ~v
~ m " v" ~
fA ~ `a Hop v
R ~ ` m~oi, Lb IN ~ ..ryV
~ o
m lmom 0 a ~ oooox mau`a v.
--a ~D SEAL ENTIRE PERINEIER OF THE CUIVERi/WEIR JOINT WITH 1"
BY 1" STRIP OF VOLCLAY
p5 HORIZONTAL BARS 70'X4' PRECAST ~ ~ ®12' ON CENTER
RCRC ~
-187f. WEIR INV= 609.01
ps HORIZONTAI BARS ®6" ON CENTER z. 0
a
3 SECTION - 10'X4' RCBC WITH HORSESHOE WEIR pg scALE: T/a" = r
i i
i i ~ tD'zaRwccnsT ~
I I
1 I

p5 BARS 1NIH 90'
BEND ®T2" O.C. m 0 p ~ d r
H 3 z ~ °u no D6 a"9
2 PLAN - 10'X4' RCBC WITH HORSESHOE WEIR = w
s~ pg scALE: i/a" = r o 4
o l u m o- oz o 3~ Qo
sg o ~a ps DowELS zo° LoNC o Tz" oN ~ rc
CENTER TO BE EPO%Y GROUTED INTO 1" DIA. MOLES PRECAST INTO RCBC. EIJBFD 8" INTO
RCBC (TY?. BO1H SIDES) A TOP OF WALL
~ ELEV = 704.66 , REND OF 'MNG ~ ~ U
~ ELEV = 707.00 yy i0P OF HEIR F-I ELEV = 70225 f~
0 I TO'-0" jy
a END OFSLAe ~ ?a~l -9 ELEV = 69ELEV 89&65 O
~ U
1 ELEVATION - 10'X4' RCBC WITH HORSESHOE WEIR p~ ^W M
pg SCALE: 1/a" = 1' ~
W
W W 4 ~ ^ O

E~' F
0 •
Ci
P~ '
m V c° n° ro
fA ~ a c'°v ~ a
is ~ um~vNim d ~ "'NjU~v~f
a ~ s9^~O< ~ xoy °n 0 107oti
o c, W J opook l`ti maUa4
p87 STONE BACBRLL
FULL DEPTH ANO ,967 STONE BACNFILL FULL WALL HEIGHT
FULL DEPTH AND / 3/¢' CHAMFER B• FULL WALL HEIGHT ~ AT ALL E%POSED 3/4" CHAMFER i~_p" EDGES.
AT ALL E%POSED ~ EDGES
I I Q p ~ I I _
L U ~ ~ I I ~~00O~~~ I I _ 0 0 ~ I I 1^ covER _ I I - 0~~,.S10C~ B'X6' PRECAST QQ( 1 COYER 8'X5' PRECAST
1' C04ER p RCBC I ~ ( p4 HORIZONTAL ROBO n 1" COYER O BARS O 12" ON ~pC p4 HoeaolvuL I ~ ~ CENTER I I I
BARS 0 12" ON 7 CENTER a 4I I p4 4ERTiCAL " i BARS 0 8' ON m
C y4 VERTICAL w"' CENTER w v CARS 9"ON <o ~ O C Q~ ~ >
;n / \ gyp( aaACONAL ~m / \ 2'-2" - O( N4 DIAGONAL mm / - - - \ 2-6 ~ BARS 0 9' ON v_ ~ / / \ \ A O~~((~~C BARS 09"ON x~ / ~ \ O xl / ` \
( 'q' CENTER i / \ p O( CENTER i / / \ \
.1 , 2" COVER / 8 p' ppyER / / \ \ ROUGHEN CONCRETE Ai / D~ \ ROUGHEN CONCRETE AT / / D] , CONSTRUC/IUN JOINT 0~ ~ ~ n~`^V` ~1, p CONSTRUC110N JOINT O U/~(~f"lnl 1( B, 0
~O p8 BARS 0 18"i 6 2' COVER O O N6 BARS 0 18" ` 7 6 3 z" covEA ~p ~oN cENTEa~ ~;s 7 aN cEHTEA)JC D7 \s' D7
0 0
o o ~r~ OC1 ~ ~ ' ~ ~ a n.,~Otlo ~ ~
h NX BARS 0 9" 6 BAR _ . p6 BARB o ~a;~R 9" ~ 2 PLAN - 8'X5' CULVERT ENDWALL N GN CENTER 6 PLAN 8X5 CULVERT ENDWALL p67 51A&UUTION D7 p67 S7ABWZA710N
STONE AS NEEDED / SCALE: 1/¢" = Y STONE AS NEEDED D7 SCALE: 1/4" = Y • D 4, 6" 4' 6"
1-Y PROP. HANDRAIL 7 7°
CMUD 670. 50.04 o ~
7 WALL SECTION TOP of WALL " = 3 WALL SECTION roP of wAU
D7 SCALE: 7/2. _ UPSTREAM ELEV = 706.80 D'~ SCALE. ~/Z` - DOWNS EAM ELEV = 705.79
8 -0' 8-0" ~ m a END OF IWNG 8'X5 PRECAST O ~ Q F UwP41REAM ELEV = 704.00 8'X5' PRECAST OOWN67RUM E1EY = 70 .00 o x o
o RCBC o RCBC Z ~ ~ u N1 p 1 m in q u Z ~ m
F
~ 1~__p" },END OF SLAB / \ 1~-0' END OF SLAB / ~ I - - - - I CHAMFER ALL DOWN6IREAM V = 99.12 _ _ _ _ _ _ _ _ _ I I 9i'CHAMFER ALI ~UPS7REAM ELEV=700.38 L-+{ ~~P m o 1 - - - _ - „ ILL- ExPOSED EDCEB HANDRAIL TO BE EPO%Y EX OSEO EDGES m n u r r
2- N4 BARS GROUTED INTO 3" DIAMETER 1' BURY CONTINUOUS 1' BURY o O p m m CONTINUOUS HOLES W11H 5" EMBEDMENT M ~ z ~ < ~
RCBC i0P SLAB. EMBEDMENT IN o EPO%IED ANCHOR 0 18" 'MNGWALL SHALL BE 12" (MIN,) EPO%IED ANCHOR 0 18" I o o a ~ a O.C. W971i A 6" EXIBEDMENi O.C. YA1H A 6 EMAEOMEN7
IN 10P SLAB IN TOP BUB ~ z
PRECAB7 wLYEAT FADE 5 ELEVATION - 8'X5' CULVERT ENDWALL PRECAST cuLYER7 FACE 1 ELEVATION - 8'X5' CULVERT ENDWALL 8'%6' PRECAST CAST-IN-PUCE SLAB SCALE: ~ _ 8'%6' PRECAST CASs-IN-PUCE SUB D7 SCALE: = I' _
RCBC ANO CUT OFF WALL D7 / RCBC AND CUT OFF WALL W k6 BARS 0 6' O.C. WITH 3" p5 BARS 0 6' O.C. W1M 3"
STAGGER TOP TO BOTTOM STAGGER TOP 70 BOTTOM z p6 HORIZONTAL BARS 0 N6 HORIZONTAL BARS 0 W ~ a
12' O.C., BOTH MATS 12" O.C., BOTH MATS \
FlNISHED GRADE FINIBMED GRADE A b T.?T,/T,l 2 ~~i~I+/i.Tl ~ h~~l o O
)5 BARB TO BE EPOXY e ~ ~ B6 BARS TO BE EPDXY j I U GROUTED INTO 1' OIAMEffR GRWTED INTO 1' DIAMETER - r 3
PRECAST HOLES PRECAST HOLES 1A . F/~~I z 3-p6 BARE A7 BOTTOM ]-a5 BARS AT BOTTOM A H 12"12" OF TURN DOWN 72" 12" OF 1URN DOWN L.
2'-6. 2 -6.
8 SECTION AT CUT OFF WALL 4 SECTION AT CUT OFF WALL W
D7 PRECAST HEADWALL SYSTEM scALE: T/a' = r D7 PRECAST HEADWALL SYSTEM scaLE: 1/a° = r ~r
NA

F
•
a
uo ~v
~ m " v" ~
fA ~ `a Hop v
R ~ ` m~oi, Lb IN ~ ..ryV
~ o
m lmom 0 a ~ oooox mau`a v.
--a ~D SEAL ENTIRE PERINEIER OF THE CUIVERi/WEIR JOINT WITH 1"
BY 1" STRIP OF VOLCLAY
p5 HORIZONTAL BARS 70'X4' PRECAST ~ ~ ®12' ON CENTER
RCRC ~
-187f. WEIR INV= 609.01
ps HORIZONTAI BARS ®6" ON CENTER z. 0
a
3 SECTION - 10'X4' RCBC WITH HORSESHOE WEIR pg scALE: T/a" = r
i i
i i ~ tD'zaRwccnsT ~
I I
1 I

p5 BARS 1NIH 90'
BEND ®T2" O.C. m 0 p ~ d r
H 3 z ~ °u no D6 a"9
2 PLAN - 10'X4' RCBC WITH HORSESHOE WEIR = w
s~ pg scALE: i/a" = r o 4
o l u m o- oz o 3~ Qo
sg o ~a ps DowELS zo° LoNC o Tz" oN ~ rc
CENTER TO BE EPO%Y GROUTED INTO 1" DIA. MOLES PRECAST INTO RCBC. EIJBFD 8" INTO
RCBC (TY?. BO1H SIDES) A TOP OF WALL
~ ELEV = 704.66 , REND OF 'MNG ~ ~ U
~ ELEV = 707.00 yy i0P OF HEIR F-I ELEV = 70225 f~
0 I TO'-0" jy
a END OFSLAe ~ ?a~l -9 ELEV = 69ELEV 89&65 O
~ U
1 ELEVATION - 10'X4' RCBC WITH HORSESHOE WEIR p~ ^W M
pg SCALE: 1/a" = 1' ~
W
W W 4 ~ ^ O

E~
F~+
•
U~ 0 P~ '
~m
V c nn P7 ~T iC n ~ a mmo
L E NN td 0 S N N Oi 11 VIN
W L wnZnc ~ o
~ Imoti o c QI ~ ~~LLO
OidUd4
M57 STONE BACKFlLL I a57 STONE BACKFlLL FU1 OEP1H AND ' FULL OEPIH AND FULL WALL HEIGHT ~
FULL WALL HEIGHT 3/4° CHAMFER 8. 3/4' CHAMFER 9' ~ \ AT A0. EXPOSED ~
AT ALL E%POSED I EDGES. FDGES. I I
1 6~ RCBCCAST i ~ p r 6~RCDCCA6T
Vr( I I" COVER O~~oOr I r cavER 0 OOCTn I I 0~~ r covER I i
p 1" GOVER J I ~ `J +3 HORIZONTAL ;}4 HORIZONTAL I BARS ®12" ON OC BARS ®12° ON CENTER
CENTER o ~ 0 ~Q ~Q u~ m x - o k4 VERRCAI LL° 1
1 Q4 VERRCAL ~ o, ~ ~ _ _ _ _ \ ~ BARS ®9" ON N n / \ w~ w BARS®9'ON _ s, / ~ CENTER _ / ~ ~ \ ' CENTER ~ ~ / i ~ a ~ / / \ \
> / i \ \ 0 \ / \ 2-6. C s~i d. / i~ \ \ 2'-6" ~4 DIAGONAL rm x. / \ \
UOf ~yt OIAGONAI _ / 8 \ Qt BARS ®9" ON t?= S` / / 4 \ \ ( BARS ®9' ON d• ~8 CENTER i / U8 C~ CENTER s, ~ O( 9. / p \
ROUGHEN CONCRETE AT O 2' CO~R 0 DB ROUGHEN CONCRETE AT 2' COVER 2; 0 3 CONSTRUCTION JOINT JOO UU.` /%l~ CONSTRUCTION JOINT l~i1MK1 I @' p$ ~ /I
2' COVER O N BARS R 18"~~ Z' COVER ~ O-$5 BARS ®18' ~ C~ 0 CE h J(~C I `ON CENTER/J~ ~a
p 0 6 o ~CJa d o I p ~ I
6 PLAN - 8'X7' CULVERT ENDWALL 2 PLAN - 8'X1 CULVERT ENDWALL ~,a 0(l0 ~ 08 SCALE: t/4" _ i1~ 0~1 ~ D8 SCALE: 1/4" _
~'4 BARS ®8' J~4 BARS ®B' MS BARS ON CENTER ~5 BARB ON CENTER
X51 STABINZATION 57 STABIU2ARDN O STONE A$ NEEDED STONE AS NEEDED
4'-5" q'-5' O 1'_0. 1,_0. 1._D, f._D.
7,-7. r-7. o
P },TOP OF WAIL i0P Of WALL ~ ~ = o
Y UPSTREAM EIEV = 720.83 OOWN57REAM ELEV 7iS. _ < od ~ o u M p
7 WALL SECTION 6._D, 3 WALL SECTION 6,_D. < " o 08 SCALE: 1/2" = i' 08 SCALE: 1/2" = 1' ; a
1, END OF WING o 6'%5' PRECAST M, END OF WING B'XS' PRECAST u~l ~ UPSTREAM ElEV = 717.00 1 RCBC ~ DOWNSTREAM EIEV = 716.00 •I RCBC m ~
m I < p Q U m m END OF SLA~ e aEND of sue ° o ° ~
z w a w UPSTREAM EIEV = 774.21EIEV = 774.21 _ _ _ _ _ _ _ ~ DOWNSTREAM EIEV = 713.31 p m 0 ~ ~ a B;' CHAMFER ALL I 1'-D" Bi'CNAMFER ALL o
E%POSED EDGES ~ F: ~ a < i' BURY E%POSEO EOCES ~ I I'-0' L 2- b4 BARS I- 2- ~4 BARS
CONTINUOUS CONTNUOUS ~i EPOXIED ANCHOR ®18' ~A' EPOXIED ANCHOR A 18' m m O.C. W7TH A 6' EMBEDMENT m O.C. Wi1H A 6" EMBEDMENT
IN TOP SLAB IN TOP SLAB W PRECAST CULVERT FACE PRECAST CULVERT FACE r 1
6'X5' PRECAST CAST-IN-PLACE SLAB 5 ELEVATION - 8'X1 CULVERT ENDWALL 6'X5' PREDASI GAST-IN-PUDE SLAB 1 ELEVATION - 8'X1 CULVERT ENDWALL V~j RCBC AND CUT OFF WALL I~
85°HORIZONTAL BARS ® D8 SCALE: 1/4" = 1' RCBC AND CUT OFF WALL Ms noRrzowrAE BARS ® D8 SCALE: 1/4" = 1' W a 72 O.C., BO1H MATS 12" O.G, BOTH MATS a FlNISHEO CRAOE FI
FlNIBHED GRADE ~I
/6 BARB TO BE EPOXY I GAW1E0 INTO 1" DIAMETER N5 BARS TO BE EPOXY e \ ,I O FBI GROUTED INTO f" DIAMETER n U F PRECAST HOLES
PRECAST HOLES a r 1 ~j 5 BRAS ®6' O.C. WIH 3' J-p5 BARS AT BOTTOM 3-x.5 BARS AT BOTTOM ~ /W~ H STAGGER TOP 70 BOTTOM 12'12" OF TURN GOWN i5 BARS ®6" O.C. WI1H J" 12.12• OF TURN DOWN ~1 A F~1
STAGGER 10P TO BOTTOM r 2'-8' 2'-6° ~1
8 SECTION AT CUT OFF WALL 4 SECTION AT CUT OFF WALL W D8 PRECAST HEADWALL SYSTEM scALE: i/n' = i' D8 PRECAST HEADWALL SYSTEM SCALE: (/a" _
~ M 4 ~ /1 O

F' _F
0
•
Ci R~ -
m N
V ~ nn F-0 !a a N~a u
~ c°v ° N ~ GIO N01 ~ n' U ~
x o" « o
M57 STONE BACKFll1 k Imo y Fl1LL DEPTH AND o - FULLWALLHEIGHT W ~ ~~cc°v
3/4' CHAMFER mdUaL. AT ALL EXPOSED 1-0 EDGES
L OaC~(~~
i^ co~R 'i^ covER p4 HORIZONTAL rco
p~\ CENTER 12" ON I p4 4ERTICAI BARS m
® 9" ON CENTER w o a 2'-0" D ' X4 DIACONAL BARS >n ®9" ON CENTER i I
ROUGHEN CONCRETE AT G 2' COVER w ° consTRUCTIOweolNr ~Vr1%d.V~~ _
2" GDVER U X5 BARB 0 18 0( `i GN CENTER ~ L. _
~o
~I o ~ )l l~~ OClor.~ ~ D
~ ;~5 BARS N BARB 0 D" ~ ~ CN CENTER X57 BTABNUTION
STONE AS NEEDED ~ ~ i'-0" 6" 'MOTH VARIES ~ 74'X5J' ~
ELUPPCAL P 5'-0" TO 2'-6" ~ ~ N
MOTH VARES 1`4" e 0 5 6" 9'-0 T
4 WALL SECTION s '
s ~i 4 ~
'a, o D8 3
~
2 PLAN - 34'X53' ELLIPTICAL ENDWALL ~ scnl~: ~/a° = r
b57 STONE BACKFlLL
FULL DEPTH ANO FULL WALL HEIGHT 3/4" CHAMFER ~~_O•
Ai All EXPOSED EDGES. ~ ~ ~ m a 0 / 0 6 O~ o f
L ~ 'I N~_ m u M
Q ; ' Z m TOP OF WALL ~ 1" COV1:R ( 1 COVER i ~ OOWNSTAEAM EtEV = 707.26
N4 HORZONTAL rco ~ BARS ®12" ON aN CENTER w o
~ ~'S VERTICAL BARB w RENO OF WING ~ I ¢ rc ~ ~ OOWNSIREAM tEV = 705.00 J4'%53' p o u ~ r ® 9" ON CENTER a o m m
2~-0" D ' 7'4 DIAGONAL BARB ELLIPTICAL RCP ~ z v ~ ~ f ~ ® 9" ON CENTER t,l AEND OF SLAB o o p i ~ o ROUGHEN CONCRETE AT G U2" COVER ~ w Y'DOWNSRlEAM ELEV = 703.0 r
CONSTRUCTgN JOINT O(J(~%~(/„ m 2" COVER ~5 BARB 618"~Q~( O ON CENTER ~ L
o u c o ° t
W
p P ; C~0 r~„ 0(l0~~ 1 ELEVATION - 34 X53' ELLIPTICAL ENDWALL U N BARS ON CENTER B ~ ~ SCALE: ~/4" = 1~ Zj . p W a
x,57 BTABNZATUN ~ a STONE AS NEEDED A 1
1'-D" 6" 5'-0" ~ ~
B'-°" ~ U N G7
x Wz
3 WING SECTION a A D8 scnlE ~/z" _ ~
d
W
F- o
o A

r
i o>>
~ vo v
\ ~ m m 34'x53' ~ c
ELLIPTICAL RCP \ !Q ~ 2 N~< N mp~0
~ ~ N N Of O tNU IN
~ ~ N~ZOno- ~ o
13,_4• 0 Imo °c i 2 W op `aox Z o 'I ~ mOU dl~
o
. _ - . _ - _ - J
34"X53" 0.1W11CAL RCP
c
0 3 PLAN -TRAFFIC BEARING DROP INLET FOR ELLIPTICAL RCP
D1 SCALE: 3/8" = 1'
FRWE ec cRA1E (NCOOT STD. 840.18)
12' MAX ~5 IiAR3 (GRADE 6D) o 0 9" O.C. BOTH WAYS IJ~° COVER (TYP,)
DRAINAGE STRUCTURE
51EP5 0 f'-0" O.C. ~ 0 0 (NCDOT STD. 840.66)
~._O. _ 1, 34"x53"
~4 DDWEL BARS 0 10" O.C, 0.UPBCAL RCP 8" I''D" BO1N WAYS (GRADE 60) ~ REINFORCED CONCRETE ~ y/ y~
BOTTOM SLAB V~
~5 BARS 0 9" y COVER
3" COVER O.C. DOTH WAYS i•~ 10~~ 10" MIN O
3~-~" 16'-4°
2 FRONT -TRAFFIC BEARING DROP INLET FOR ELLIPTICAL RCP
SCALE: 3/6" = 1'
~ m 0
z ~ o x ~ a 0 o x ~ m
I FRAME & GRATE °u a (NCDOT SID. 840.16)
I p4 DOWEI BARS 0
10" O.C. BOTH WAYS o ~ ~ m m (GRADE 60) ~ p o w I z a
So o a ~3a I
- - - - - - n m ar
34"X53" 34'X53' ELLIP11CAl RCP air ELLIP11CAl RCP
W - - ~ U
10" MIN.
W ~W 2'-6" 12" 2'-6" ~ l 1. DOWEL BPRS SHALL BE N0. 4 ~ FBI
BARS FORMED WITN A 3" RAORIS fO" MIN. ~ ~ ~ ~ AND TANCENi LEGS OF 1T".
~U F+a x Wo
1 SIDE -TRAFFIC BEARING DROP INLET FOR ELLIPTICAL RCP a q a
D11 SCALE: 3/8" = 1' ~ q
d W
t- !"I
y q o

W _F
F
t
USE e - (l5 ~ 3'-0' ~ o
DIAGONAL BARS AT ~ U 0 24.4 OPENING, y_ ~ 'y
a' O4 U) V c MM
rt. d NOO ~ - d v.A E Nry0
~ IN 2-0 ~ "(~VU in OPENING w ~ o~zo° I
'i ~ b p, rn na n ~ ro 2 C 2 Q On
Imom 4~-0" ~ p, O t o x R{ O 9" ~1 Obi tLUO~
3 PLAN -TRAFFIC BEARING JUNCTION BOX SCALE: 3/8' = 1'
FRAME & COVER ~5 BARS (GRADE 60) (NCDOT STD. 840.54) 0 9' O.C. BDTHWAYS
ORNNACE STRUCTURE 1J2' COVER (TYP.) .
G (NCOOi 510. 840.68) qq"
r-o' r-o^ a
~a ooMEt BARS ®lo" o.c. BOTH WA15 (CFADE 60) 36" RCP 6•
REINFORCED~CONCRETE TYP. - BOTfON SU8 ~ i

~5 BAAS 0 9' J' COVER J" COVER O.C. BOiH WA15 10' MIN
y-D.
2 FRONT.- TRAFFIC BEARING JUNCTION BOX 0
SCALE 3/8" = 1'
~ w o °o
z ~ °no
u PIACE NECESSARi COURSES m
OF BRICK TO LEVEL GRI.TE FRAME k COVER n w PND ACHIEVE GRADE (NC00T Si0. 840.54) N v. o ~
sa OOWEL BARS 0 0 ~ m m 10' O.C. BOTH WAYG (GRADE 60) ~ ~ 3 ~ t ~
o z I o ~ i ~ z _ v_4 - _ - n ~ x °a
m
rc A.4 I rc 12'
a_o W
,D"MIN. Z o
w 1. DOWEL &WS SHALL BE N0. 4 1~1 1
BPRS FORMED WITH A J' RADIUS 10" MIN. ~ ^ F^~{ AND 1ANGENi LEG6 OF 12'. I~1 /I 0
DU F~
1 SIDE -TRAFFIC BEARING JUNCTION BOX a W F SCALE: 3/8° = Y QI A V
H z
ti w
r- N
~ A o

E~
•
U p v
~m
VI~ C MM 4~ Via N~j<
L W m ~~m p $ry~IN
QI ~ VI^ZnV
"a o q lmom W ~ °oo `ooz m
o~RURt~
u
a
Pd
9~
V~
O FLOW
I-11I-ll~1~~~1-1 11-1=hI I -I ~-i I F-11 I-~-1 I I < ox o~ l~ I I I~~ I I I-~ I I-1~-1 I I_I I ~I I I-1T-1I I-1I i-~~l Q~ ' w"
~e :s RO 710N NEW
w a d SILL x
I o o n ~ m Q o m
O I ° ~ ° < W o' ~ ~ a
~-n t- FLOW
nma
_ - W p~~ - ~ _H -L=l
-il=llHlI=III-IIf-ill-III U =11-1-1I I-L=L~ I ~I i_I~_11.=I ~ z W
~~'L__ _ ~ i=! I ICI I r I I-1 I ~1~=1 I ~l I I-1 I I-111 i-i---i---=~i-i-='-=_ W ~
PROFILE~'~ A by ~y
H OV F~
1 CROSS-VANE a W 0
3 SCALE: NTS QI A ~ F"'
W
rl o ~A

E
F'

L
D
U 0 U
m
V c MM al (T d NOp T C NNO
d N ~ "m NN 0 V
a ~ vOi~Zn<
F on W Imoai W J ~p `o o'x
``S mdUdt~i
EXISnNG GROUND SURFACE
° ~ a ;KN R c
NDTE W NOT 115E rWCHOR RINGS o ON PYC, C6, OP AC PIPE.
JO' MIN CWEIt PETRRRm
J/1' STNNlE55 STEEL nE RODS
INSTNL CONCRETE iH~iSf BLOCK (4 TO7AIJ IN RESIDUAL SOR, INSTALL IE o RODS AND ALLOW 10 SFT BEFORE iAANSIRON COUPIRN:
B+LKFAlJNC, COMPACT fMCNFAI. (IF AEOUIPm) AROUND THRUST BIOG( TO 95R STANDARD PROCTOR DENSITY B
BEF'OPE RELOCAnNG WATER UNE
J/1' STNNlE55 I I I STE0. nE RODS ~ p, (410TA1) "d PEESPWNf GST
i'-S' I -y A INm iH0.UST
° .:Y±... 3' A BLOCK,
E»TING - - - - - E%ISnNG WATER UNE WATER MNN TO BE REMOVID WS11NG o . WATER MNN
NEW ROJND DR BO% CULVERT NEW PC~O DUCTILE 3' ~ ` ~ B'
IRON PIPE (TYPICAL) PROP0~.0 CDNCAt:TE A T, THRST (ROCK CASE ° ~ 8' MIN d, < A ONCRETE ~
CLEAN
A RBNFORCm CONCRETE
TRNVSRIDN COWNBlG 1NRUSf BLOCK DF REOUIRm) INSTAIl MECHANIGL JOINT PESRWNfS AT
46' DUCnLE IRON P11 JOINTS (IYPICN.) 10' OF DU R gU~jgm (7~YpIGIJ IPOx PIPE cEMEAm Ox ~ W m o
SFORM DRNN ~ Z~ oW °no
A a o ~ m F._. J• pip 3' CtFAR a
NOTES: m w I ~ THRUST I. WATHt SEPNCE SHNL BE WNNTNNm OUPMG TfMtUSf ~ p
BLOCKING DIMENSIONS eLOCN INSUUanoN m ~ < 4 (1YPI PIPE 'A' °B° ~ ~ m m 2. NL CONCRETE SHUL BE 1000 P51. COMPAESSNE ~ d ~ o ~
ONMETER DIMENSION DIMENSION STRENGTH. S z 3 ~ < w J/1' STNNIESS 2" 2'-0" 12" I o ~ a ~ ° 1 RESNQRS SHALL BE NOnFlm OF ANY INTEflPUPItON I
SIE0. nE ROD 3'-0' 3" 3'-D" i'-3" IN WA1ER SEPNCE Ai IFASf 72 HOURS PRgR i0 n n (IYPICPl) (MIN.) INIER~IPIION. 'o 4" 3'-6' 1'-~"
6" 4'-0" 1'-6" 4. THE CONIPACfOR SIM1L MINBIi2E THE T1.IE RESIOFNIS 6" 4'-6' 1'-6" AItE YIIIHOUf WAIEN SERWCE ANO SIWL NOf ALLOW WATER SERNCE TD BE INTERRUPTED FOfl MORE TWW 8
/5 Ball 0 e'aN 1 10' 5'-0' 1'-6° W CENTER FAFN WAY 1Y 6'-O' 2'-O" 6. FITTINGS SWL. BE RESIRANlFD USING MECN.UCS, F 1
STNNI}SS STE0. nE RODS, OR BESnINNm JDIM PIPE ~ ~ TIE REBAR n) nE AB PPPRDVED BY ENGBJEEP. z
(1YPICN.) FACH BAR J' CIEAR r' C
SECTION A-A" I+A1 ~~y M
0~ aU
I TYP. SECTION FOR WATER MAIN RELOCATION ABOVE OR BELOW STORM DRAINAGE CULVERTS a W 0 D?4 H a
N.T.S. L
W
w ~ O ~A

[~1. E~
EAST. ~ - _
~ cROUNO ; ~ ~ \Z, ~ ~ , ` Ewsr.
~ ~ GROUND ~ +L ~
z ~ Z , +L ~ v , P , J1
z
VARIES 5 5' VARIES v SEE PUN V °
0 1 TYPICAL CHANNEL CROSS-SECTION 4 TYPICAL CHANNE - ~ c ~MM
L CROSS SECTION XS- I N.T.S. ~ a N ~I a XS- I N.i.S, y romo
V ~ NN W vN NN Q N
L ~ OrZpN W m ,n a _ 2 o`,«m, n
C A OmOti
~~CROUND 11 `1 m a ua4 i~ ~
GROUND ~ L J
2 _ : I . y 1L ; J1 8' J' VARIES
PROP. GRADE INSTALL 4 / 2 SEE PLAN PERMANENT EROSION ~ 1
CONTROL MATRNG. SEED ANO ~ MULDH ALL MEAS. TWICAL 5 TYPICAL CHANNEL CROSS-SECTION BOTH SIDES OF CHANNEL ~ i
XS-I N.i,S. 5' MiDE (MIN.) 5' 'MDE (MIN.)
BMKFULL BENCH BMKFUI! BENCH ~
2 TYPICAL CHANNEL CROSS-SECTION ~
XS-7 - ° 'L / GROUND E 1 J+

1r
_ - - w 15 3' 8' 3' 3' o
iii EX15T. fBtWND ~ 9.
1
`~,,.5 6 TYPICAL CHANNEL CROSS-SECTION z PROP, (RME INSTAII 1 it 2 XS- I N.TS.
PERMANENT EROSION ` 1 CONTROL MATRNG. SEED AND 1 ~ MULCH ALL MEAS. TIPICAL 1 ~
807H SBlES OF CHANNEL
BMNFULLMBENCN 5' MOE fNIN.) BANNFU BENCH
~
3 TYPICAL CHANNEL CROSS-SECTION ~o ~D %
N.T.S. ~ ~ XS-i ~
~ ~ , 2

VARIES 0
~ ~ °o Z ~ o m o ~ u n a
7 TYPICAL CHANNEL CROSS-SECTION ~ r
N.i,S. a ° XS-i ` I =
x a 0 V m m o z 3 s a o
S o ~ a ~ ~ I
~ ~ <
EA1ST. GROUND ~
~ ~ / w a ~
U W z z zo
w
A H VARIES a U
SEE PUN 0~ V~
8 TYPI a ~ ' CAL CHANNEL CROSS-SECTION a ~ ~
XS-1 N.T.S. H ~ ~ O
~ as
W U H
W ~ o