20051593 Ver 1_Complete File_20050819

Michael F. Easley, Governor
o 1'5? ?
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
October 6, 2005
DWQ# 05-1593
Mecklenburg County
Mr. Darin Piene
City of Charlotte, Stormwater Services
600 East Fourth St.
Charlotte, NC 28202
Subject: Lake Mist Storm Drainage Project, Charlotte
APPROVAL of 401 Water Quality Certification with Additional Conditions
Dear Mr. Piene:
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vW°ssXTER
You have our approval, in accordance with the attached conditions and those listed below, to impact
197 linear feet (If) of unnamed stream to Kings Branch in order to complete the Lake Mist Storm project in
Mecklenburg County, as described in your application received by the Division of Water Quality (DWQ) on
August 19, 2005. After reviewing your application, we have determined that this project is covered by Water
Quality General Certification Number 3494, which can be viewed on our web site at
http://h2o.enr.state.nc.us/ncwetlands. The General Certification allows you to use Nationwide Permit Number
3 once it is issued to you by the U.S. Army Corps of Engineers. 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 Certification will expire when the associated 404 permit expires unless otherwise
specified in the General Certification. This approval is only valid for the purpose and design that you described
in your application. If you change your project, you must notify us in writing, and you may be required to send
us a new application for a new certification. If the property is sold, the new owner must be given a copy of the
Certification and approval letter; and is thereby responsible for complying with all conditions.
In addition to the requirements of the certification, you must also comply with the following conditions:
1. Use of native vegetation and other soft stream bank stabilization techniques must be used where practicable
instead of riprap or other bank hardening methods. If riprap is necessary, it shall not be placed in the stream
bed, unless approved by the DWQ.
2. Stormwater discharge structures at this site shall be constructed in a manner such that the potential receiving
streams (of the discharge) will not be impacted due to sediment accumulations, scouring or erosion of the
stream banks.
3. 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
associated with this project shall meet, and/or exceed, those requirements specified in the most recent
version of the North Carolina Sediment and Erosion Control Manual and shall be conducted so that no
violations of state water quality standards, statutes, or rules occur.
Noi Carolina
Ntirally
North Carolina Division of Water Quality 610 East Center Ave., Suite 301 Mooresville, NC 28115 Phone [phone] Customer Service
Internet: h2o.enr.state.nc.us FAX [phone]
An Equal Opportunity/Affirmative Action Employer- 50% Recycled/10% Post Consumer Paper
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.
5. Continuing Compliance. The applicant (City of Charlotte) shall conduct all activities in a manner so as not to
contravene any state water quality standard (including any requirements for compliance with section 303(d)
of the Clean Water Act) and any other appropriate requirements of state and federal law. If DWQ determines
that such standards or laws are not being met (including the failure to sustain a designated or achieved use)
or that state or federal law is being violated, or that further conditions are necessary to assure compliance,
DWQ may reevaluate and modify this certification to include conditions appropriate to assure compliance with
such standards and requirements in accordance with 15 A NCAC 2H.0507(d). Before codifying the
certification, DWQ shall notify the applicant and the US Army Corps of Engineers, provide public notice in
accordance with 15A NCAC 2H.0503, and provide opportunity for public hearing in accordance with 15A
NCAC 2H.0504. Any new or revised conditions shall be provided to the applicant in writing, shall be provided
to the United States Army Corps of Engineers for reference in any permit issued pursuant to Section 404 of
the Clean Water Act, and shall also become conditions of the 404 Permit for the project.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You
- -rr-ust act-within 60-days of the date that-youreceil.6-a this a -r 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 Mr. Alan Johnson in the Mooresville Regional Office at 704-663-
1699 or Ms. Cyndi Karoly in the Central Office in Raleigh 919-733-9721.
Sincerely,
for Alan W. Klimek, P.E.
Attachments
cc: Army Corps of Engineers, Asheville
Cyndi Karoly, Wetlands Unit
Mecklenburg County, Water Quality
Central Files
Gre Antemann
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ProJeotNumber 20 0 61 8113 ' - 1 Verelon: K Status: leeuetl Last Acton Desc. ProJeMlasued
7roJect Name: iCity of Charlotte Lake Mist t3torm Drainage "Project Type: Othet
PmjectDesc: !Upprlldo storm water dreinege lnRasiructure
Triage Check List
Date: 8/22/05 Project Name:City of Charlotte Lake Mist Storm Drainage
DWQ#: 05-1593
County: Mecklenburg
To: Alan Johnson, Mooresville Regional Office ?3 Y
c??t U
60-day Processing Time: 8/19/05 -10/17/05
From: Cyndi Karoly Telephone : [phone]
The file attached is being forwarded to you for your evaluation.
Please call if you need assistance.
? Stream length impacted
? Stream determination
Wetland determination and distance to blue-line surface waters on USFW topo maps
? Minimization/avoidance issues
? Buffer Rules (Neuse, Tar-Pamlico, Catawba, Randleman)
? Pond fill
Mitigation Ratios
? Ditching
? Are the stream and or wetland mitigation sites available and viable?
? Check drawings for accuracy
? Is the application consistent with pre-application meetings?
? Cumulative impact concern
Comments: As per our discussion regarding revision of the triage and delegation processes,
please review the attached file. Note that you are the first reviewer, so this file will need to be
reviewed for administrative as well as technical details. If you elect to place this project on hold,
please ask the applicant to provide your requested information to both the Central Office in
Raleigh as well as the Asheville Regional Office. As we discussed, this is an experimental, interim
procedure as we slowly transition to electronic applications. Please apprise me of any
complications you encounter, whether related to workload, processing times, or lack of a "second
reviewer" as the triage process in Central had previously provided. Also, if you think of ways to
improve this process, especially so that we can plan for the electronic applications, let me know.
Thanks!
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550 E. WESTINGHOUSE BLVD.
CHARLOTTE, 28273-5774
OFFICE: 704-527 27 -1177
Carolina Wetland Services FAX: [phone]
--r?r- WWW. CWS-INC. NET
2005 1 5 93
i'!'/'
tj
Pre-Construction Notification Pursuant to
Nationwide Permit Number 3
Lake Mist Storm Drainage Improvement Project
Charlotte, North Carolina
City Project Nos. 671-04-700 and 671-04-709
US Infrastructure Project No. 030213
Carolina Wetland Services Project No. 2005-1034
August 18, 2005
Prepared For:
Charlotte Storm Water Services
600 East Fourth Street
Charlotte, North Carolina 28202
[phone]
Prepared By:
Carolina Wetland Services, Inc.
550 East Westinghouse Boulevard
Charlotte, North Carolina 28273
[phone]

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CIIARLOTTE, NC - CHAPEL HILL, NC - COLUMBIA, SC
' Lake Mist Storm Drainage Improvement Project August 18, 2005
Nationwide Permit Number 3 Application and Request for Verification CWS Project No. 2005-1034

Table of Contents
i
Executive Summary ................................................................................................................................. 2
Existing Conditions ................................................................................................................................. 3
Current Land Use ................................................................................................................................. 3
'
Jurisdictional Delineation .................................................................................................................... 3
Cultural Resources ............................................................................................................................... 5
Protected Species ................................................................................................................................. 5
'
Purpose and Need for the Project ............................................................................................................ 5
Avoidance and Minimization .................................................................................................................. 6
Proposed Impacts to Jurisdictional Waters .............................................................................................. 6
Compensatory Mitigation ........................................................................................................................ 7
' List of Attachments
Attachment A - Figure 1. USGS Site Location Map
Attachment A - Figure 2. NRCS Soil Survey
Attachment A - Figure 3. Approximate Jurisdictional Boundary Field Map
Attachment B - Pre-Construction Notification Pursuant to Nationwide Permit Number 3
Attachment C - Request for Jurisdictional Determination Form
' Attachment D - Routine On-Site Data Forms
Attachment E - NCDWQ Stream Classification Forms
Attachment F - USACE Stream Quality Assessment Worksheets
Attachment G - Representative Photographs
Attachment H - Agency Correspondence
Attachment I - Construction Plans
' Lake Mist Storm Drainage Improvement Project August 18, 2005
Nationwide Permit Number 3 Application and Request for Verification CWS Project No. 2005-1034
1
Executive Summary
' The Lake Mist Storm Drainage Improvement Project is located at the intersection of Old Pineville
Road and Archdale Drive in south Charlotte, North Carolina (Attachment A - Figures 1 and 2). The
' . purposes of the proposed activities are to upgrade existing stormwater drainage infrastructure and
improve the integrity and function of the Lake Mist dam. US Infrastructure of Carolina, Inc. (USI)
has contracted Carolina Wetland Services, Inc. (CWS) to provide Section 404/401 (of the Clean
Water act) permitting services for this Charlotte Storm Water Services (CSWS) project.
The results of the on-site field investigation conducted by CWS indicate that there are two
jurisdictional streams (Streams A and B) and one open water pond (Pond A) located within the
project area (Attachment A - Figure 3). Proposed impacts include approximately 197 linear feet
(0.01 acre) of Unimportant Intermittent stream channel (Streams A and B) and 0.04 acre of open
' waters (Pond A).
On behalf of CSWS, CWS is submitting a Pre-Construction Notification with attachments in
accordance with Nationwide Permit General Condition Number 13, and pursuant to Nationwide
Permit Number 3 (Attachment B). In addition, CWS is requesting written verification from the U.S.
Army Corps of Engineers of the extent of jurisdictional features on the subject project
(Attachment Q.
2
Lake Mist Storm Drainage Improvement Project August 18, 2005
Nationwide Permit Number 3 Application and Request for Verification CWS Project No. 2005-1034
Existing Conditions
The Lake Mist Storm Drainage Improvement Project is located at the intersection of Old Pineville
Road and Archdale Drive in south Charlotte, North Carolina (Attachment A - Figures 1 and 2). The
project area is generally bordered to the north by Archdale Drive, to the east by the Southern railroad
track, and to the south by Pineville Point Avenue (Attachment A - Figures 1 and 2). This project is
associated with the proposed South Corridor light rail line.
Current Land Use
The current land use for the project area is residential and commercial. Dominant vegetation within
the project area consists of sycamore (Platanus occidentalis), Chinese privet (Ligustrum sinense), red
elm (Ulmus rubra), black willow (Salix nigra), and grass (Festuca sp.). According to the Soil Survey
of Mecklenburg Countyl, on-site soils consist of Cecil sandy clay loams (CeD2) and Cecil-Urban
land complex (CuB) (Attachment A - Figure 2). Cecil soils are typically found in upland areas and
along slopes. They are well drained and have moderate permeability.
Jurisdictional Delineation
On December 16, 2003 and June 3, 2004, CWS's Isaac Hinson, Andrea Hughes, and Kip Kerecman
delineated potential on-site jurisdictional waters of the U.S 2 within the project area 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.3 No wetland areas were observed
within the project limits. Routine On-Site Data Forms representative of non jurisdictional upland
areas are included (Attachment D). Jurisdictional waters of the U.S. were classified according to
recent North Carolina Division of Water Quality (NCDWQ)4 and USACE guidance. NCDWQ
Stream Classification Forms and USACE Stream Quality Assessment Worksheets representative of
the on-site streams are included (Attachments E and F).
The results of the on-site field investigation conducted by CWS indicate that there are two
jurisdictional streams (Streams A and B) and one open water pond (Pond A) located within the
I United States Department of Agriculture, 1980. Soil Survey of Mecklenburg County, North Carolina.
2 "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.
3 Environmental Laboratory. 1987. "Corps of Engineers Wetlands Delineation Manual," Technical Report Y-87-1, US Army Engineer
Waterways Experiment Station, Vicksburg, Mississippi.
4 North Carolina Division of Water Quality, 1999. Stream Classification Method. Version 2.0.
Lake Mist Storm Drainage Improvement Project August 18, 2005
Nationwide Permit Number 3 Application and Request for Verification CWS Project No. 2005-1034
project area (Attachment A - Figure 3). On-Site jurisdictional waters are unnamed tributaries to
Kings Branch. Kings Branch is part of the Catawba River basin (HU# 03050103)5 and is rated
"Class C Waters" by the NCDWQ. CWS is requesting written verification from the U.S. Army
Corps of Engineers of the extent of jurisdictional features on the subject project (Attachment C).
Stream A emanates from a stormwater pipe and flows southwest across the project area for
approximately 37 linear feet before it enters into another stormwater pipe under Lake Mist Drive
(Attachment A - Figure 3). Stream A was evaluated to be Unimportant Intermittent and exhibited no
flow, weak sinuosity, and a 3-foot bankfull width. Sampling within pooled areas yielded only one
aquatic worm (Attachments C and D - SCP1). This stream channel scored 23.5 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. A photograph of Unimportant Intermittent Stream
A is included as Attachment G - Photograph A.
Stream B generally flows south for approximately 160 linear feet from the dam of Pond A to the pipe
system under Pineville Point Avenue (Attachment A - Figure 3). Stream B was evaluated to be
Unimportant Intermittent and exhibited no flow, weak sinuosity, and a 3-foot bankfull width
(Attachments C and D - SCP2). Stream B scored 19.25 out of a possible 71 points on the NCDWQ
Stream Classification Form and 26 out of a possible 100 points on the USACE Stream Quality
Assessment Worksheet. Photographs of Unimportant Intermittent Stream B are included as
Attachment G - Photographs B and C.
One jurisdictional open water area lies within the project limits (Pond A). Pond A has a normal pool
surface area of 2.25 acres. Pond A is contiguous with Streams A and B. This pond has a relatively
natural shoreline and is jurisdictional based on the presence of a surface water connection to Stream
B. A photograph of Pond A has been included as Attachment G - Photograph D.
5 "HU#" is the Hydrologic Unit Code. U.S. Geological Survey, 1974. Hydrologic Unit Map, State of North Carolina,
4
Lake Mist Storm Drainage Improvement Project August 18, 2005
Nationwide Permit Number 3 Application and Request for Verification CWS Project No. 2005-1034
Agency Correspondence
Cultural Resources
A letter was forwarded to the North Carolina State Historic Preservation Office (NCSHPO) on May
17, 2005 requesting a determination of the presence of any areas of architectural, historic, or
archaeological significance that would be affected by the project. Correspondence from NCSHPO
dated June 6, 2005 indicates that are "no known historic resources which would be affected by the
project" (Attachment H).
Protected Species
A letter was forwarded to the North Carolina Natural Heritage Program (NCNHP) on May 17, 2005
requesting a determination of the presence of any known federally-listed, candidate endangered,
threatened species or critical habitat located within the project area. Correspondence from NCNHP
dated June 1, 2005 states that the agency has "no record of rare species, significant natural
communities, or priority natural areas at the site nor within a mile of the project area"
(Attachment H).
Purpose and Need for the Project
The primary goals of this project are to upgrade existing storm water drainage infrastructure and
' improve the integrity and function of the Lake Mist dam (located on Pond A). Infrastructure
improvements include new pipes and drop inlets to reduce residential yard flooding and meet current
' City of Charlotte standards. The proposed reconstruction of the Lake Mist dam includes a riser-type
spillway designed to convey runoff from the 100-yr storm event and a vegetated emergency spillway.
' It was determined that the dam is comprised of poor soil material and must be rebuilt to safely
accommodate this upgrade. The dam is less than 15 feet tall. Preliminary discussions with the Dam
Safety Section of the North Carolina Department of Environmental and Natural Resources
(NCDENR) indicates that the embankment is most likely considered a "low hazard" embankment.
5
Lake Mist Storm Drainage Improvement Project August 18, 2005
Nationwide Permit Number 3 Application and Request for Verification CWS Project No. 2005-1034
Avoidance and Minimization
The current design minimizes impacts to jurisdictional waters, as well as costs and flooding incidents
while maximizing hydraulic efficiency within the drainage system. Proper sediment and erosion control
measures will be used to minimize disturbances to downstream waters during construction. All
construction activities will be done after the pond is drained and will take place in the "dry" to
reduce sedimentation of downstream waters. Waters that currently feed into the pond will be routed
temporarily around the construction area until construction is complete. No "live" concrete will be
allowed to come into contact with jurisdictional waters during the construction of this project.
Proposed Impacts to jurisdictional Waters
Proposed On behalf of CSWS, CWS is submitting a Pre-Construction Notification application with
attachments in accordance with Nationwide Permit General Condition Number 13, and pursuant to
Nationwide Permit Number 3. The proposed construction plans and details are included as
Attachment I.
In order to prevent flooding of the adjacent condominium community (Carriage House Condos) and
improve the system hydraulics, the culvert under Lake Mist Drive will be directly connected to the
pipe system upstream of Stream A (Attachment I - Sheet 4). As a result, water flow will be diverted
from Stream A and approximately 37 linear feet will be impacted. Avoiding impacts to Stream A
would require that the culvert under Lake Mist Drive and the downstream pipe system be enlarged in
order to avoid residential yard flooding in this area. Approximately 160 linear feet of Stream B will
be impacted by contour changes associated with the reconstruction of the Lake Mist dam
(Attachment I - Sheet 2).
Approximately 0.04 acre of Pond A will be impacted through the construction of three vegetated
islands that will be built at the downstream end of the Lake Mist Drive culvert (Attachment I - Sheet
3). The islands will reduce the velocity of the influent and provide a longer flow path, allowing
sediments to be removed. The islands also provide additional water quality benefits by filtering the
influent through plantings. Temporary impacts to Pond A are associated with the draining of the
pond and rebuilding of the earthen dam. The replacement of poor soil materials in the existing dam
is necessary for public safety and to meet current City of Charlotte standards. A new primary riser-
6
Lake Mist Storm Drainage Improvement Project August 18, 2005
Nationwide Permit Number 3 Application and Request for Verification CWS Project No. 2005-1034
type spillway and vegetated emergency spillway will also be constructed. The riser-type spillway is
designed to accommodate a 100-year storm event. These features will not cause a change in the
normal pool surface area of 2.25 acres.
Compensatory Mitigation
Due to the minimal impacts and anticipated benefits to water quality and public safety associated
with this project, no mitigation is proposed for the Lake Mist Storm Drainage Improvement Project.
7
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Reference: USGS 7.5 Minute Topographic Map Series, Charlotte East and Charlotte West, NC, quadrangle, dated 1991 and 1996 respectively.
Carolina Wetland Services Figure 1. USGS Site Location Map
CWS 550 East Westinghouse Blvd. Lake Mist Storm Drainage Improvement Project
t` C-Wm Wa..as-w- Charlotte, North Carolina 28273 Charlotte, North Carolina
CWS Project No. 2005-1034
PREPARID BY CHECKED BY DATE
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Reference: NRCS Soil Survey of Mecklenbur County, North Carolina, Sheet Nos. 6 and 7, dated 1980.
1 Figure 2. NRCS Soil Survey
Carolina Wetland Services Lake Mist Storm Drainage improvements
I ? %&V 550 East Westinghouse Blvd. Charlotte, North Carolina
``•.?...°: . W.%"
Charlotte, North Carolina 28273 CWS Project No. 2005-1034
I $ ' $ G r
PREPARIDBY ? DATE In I" S CHECKED j/y DATE
JURISDICTIONAL AREAS WERE APPROXIMATED IN THE FIELD BY CWS ON 12/16103 AND ,
6/3/04. THESE AREAS HAVE NOT BEEN VERIFIED BY THE USACE.
1-4
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' REFERENCES: STREETAND BUILDING GIS LAYERS PROVIDED BY MECKLENBURG COUNTY,
I2003. ALL OTHER LAYERS CREATED BY CAROLINA WETLAND SERVICES, 2004.
1 G2CAl1'1
PROJECT AREA
JURISDICTIONAL STREAM CHANNEL
JURISDICTIONAL OPEN WATER POND
• DPI DATA POINT LOCATION
• SC P 1 STREAM CLASSIFICATION POINT
' PHOTO LOCATION AND DIRECTION
APPROXIMATE SCALE: I= 200'
Carolina Wetland Services
550 East Westinghouse Blvd.
Charlotte, North Carolina 28273
Lake Mist Storm Drainage Improvement Project
Figure 3. Approximate Jurisdictional Boundary Field Map
Charlotte, North Carolina
CWS Project No. 2005-1034
PREPARED BY DATE CHECKED BY DATE
ALH 5/17/05 6cf ¢/111-'Z-P-c

Office Use Only:
-Form Version April
2001
2 0 0 5 1 5
USACE Action ID No. DWQ No. 9
If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A" rather than leaving
the space blank.
1. 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 No. 3
I3. 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 ? `;?? •
' ALG 1 9 ZC1G5
1. Owner/Applicant Information
Name: City of Charlotte Storm Water Services, Contact: Mr. Damn Peine ??,?t? Q, l,;i 1Ty
' Mailing Address: 600 East Fourth Street !Tt ND$ N4D STORM ATER BRANCH
Charlotte North Carolina 28202
' Telephone Number: [phone] Fax Number: [phone]
E-mail Address: dpeine(a)ci.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:
Company Affiliation:
Mailing Address:
' Telephone Number: Fax Number:
E-mail Address:

Page 1 of 6

I M. Project Information
1. Name of project: Lake Mist Storm Drainage Improvement Project
1 2. T.I.P. Project Number (NCDOT Only):
' 3. Property Identification Number (Tax PN: N/A (linear project)
4. Location
' County: Mecklenburg; Nearest Town: Charlotte
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers, landmarks, etc.): From downtown Charlotte, travel south on
South Boulevard to Archdale Drive (the crossroad south of Archdale Drive). Turn right onto Lake
Mist Drive. The pond will be on your left hand side.
5. Site coordinates, if available (UTM or Lat/Long): N35°9'S" W80'52'47
(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 existing land use of the project area is residential and commercial.
7. Property size (acres): N/A (linear tract)
8. Nearest body of water (stream/river/sound/ocean/lake):. UT to Kinjzs Branch
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://h2o.enr.state.nc.us/admin/maps/.)
10. Describe the purpose of the proposed work: The purposes of this project are to upgrade stormwater
drainage infrastructure and improve the integrity and function of the Lake Mist dam.
11. List the type of equipment to be used to construct the project: A trackhoe and typical excavation
equipment will be used for this project.
12. Describe the land use in the vicinity of this project: The land use surrounding the project is
residential industrial and commercial.
' IV. Prior Project History
' There is no prior history for this site.
V. Future Project Plans
There are no future project plans for this site.
I Page 2 of 6
VI. Proposed Impacts to Waters of the United States/Waters of the State
Wetland Impacts

Wetland Impact
Site Number

Type of Impact*

Area of Impact Located within

100-year

Distance to Nearest

Type of Wetland***
(indicate on map) (acres) Floodplain * Stream (linear feet)
(yes/no)
N/A
* 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.fema.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.)
List the total acreage (estimated) of existing wetlands on the property: N/A
Total area of wetland impact proposed: N/A
2. Stream Impacts, including all intermittent and perennial streams
Stream Impact Site Length of Average Width Perennial`or
Number Type of Impact* Impact Stream Name** of Stream Intermittent?
indicate on, ma (linear 1feet) Before Impact ( leases ecif )
Stream A fill 37 If UT to Kings Branch 3' Unimportant Intermittent
Stream B fill 1601f UT to Kings Branch 3' Unimportant Intermittent
List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap, dams (separately
list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain), stabilization activities (cement wall,
rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed, plans and profiles showing the linear
footprint for both the original and relocated streams must be included.
** 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.mapquestcom, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 1971f (0.01 ac)
3. Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any other Water
of the U.S. 0.04
Open Water Impact` Area of Name of Waterbody Type of Waterbody
Site Number Type of Impact* Impact (if applicable) (lake, pond, estuary, sound,
indicate.onmap) (acres), bay, o
Pond A fill 0.04 UT to Kings Branch pond
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill,
excavation, dredging, flooding, drainage, bulkheads, etc.
4. Pond Creation
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
Page 3 of 6

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)
The proposed project is necessary to upgrade the existing stormwater drainage system to current City
of Charlotte standards and ensure the integrity and function of Lake Mist dam. The current design
minimizes impacts to jurisdictional waters as well as costs and flooding incidents while maximizing
hydraulic efficiency within the drainage system. Proper sediment and erosion control measures will
be used to minimize disturbances to downstream waters during construction. All construction
activities will be done after the pond is drained and will take place in the "dry" to reduce
sedimentation of downstream waters. Waters that currently feed into the pond will be routed
temporarily around the construction area until construction is complete. No "live" concrete will be
allowed to come into contact with jurisdictional waters during the construction of this project.
VIII. Mitigation
Due to the minimal impacts to jurisdictional waters and anticipated water quali and public safety
benefits, no compensatory mitigation is being proposed for this project.
Mitigation may also be made by payment into the North Carolina Wetlands Restoration Program
(NCWRP) with the NCWRP's written agreement. Check the box indicating that you would like to
pay into the NCWRP. Please note that payment into the NCWRP must be reviewed and approved
before it can be used to satisfy mitigation requirements. Applicants will be notified early in the
review process by the 401/Wetlands Unit if payment into the NCWRP is available as an option. For
additional information regarding the application process for the NCWRP, check the NCWRP website
at http://h2o.enr.state.nc.us/wrp/index.htm. If use of the NCWRP is proposed, please check the
appropriate box on page three and provide the following information:
Amount of stream mitigation requested (linear feet): 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
IX. Environmental Documentation (DWQ Only)
Does the project involve an'expenditure of public funds or the use of public (federal/state/local) land?
Yes ® No ?
If yes, does the project require preparation of an environmental document pursuant to the requirements of
the National or North Carolina Environmental Policy Act (NEPA/SEPA)? Note: If you are not sure
whether a NEPA/SEPA document is required, call the SEPA coordinator at [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.
Page 4 of 6
? X.
i
XII.
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 (Neuse), 15A
NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and Water Supply Buffer
Requirements), or other (please identify: )?
Yes ? No ® If you answered "yes", provide the following information:
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
Zone*
Impact
uare feet)
(sq

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.
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 nearbv impervious cover include roads, driveways, and rooftops. This project will not cause
an increase in the impervious coverage of the project area.
Sewage Disposal (DWQ Only)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of wastewater
generated from the proposed project, or available capacity of the subject facility.
XIII. Violations (DWQ Only)
Page 5 of 6
Is this site in violation of DWQ Wetland Rules (I5A NCAC 2H.0500) or any Buffer Rules?
Yes ? No Iii
Is this an after-the-fact permit application?
Yes ? No
Yom. 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).
The embankment construction will occur during the dry summer period The pond will be allowed to
refill during the fall and winter seasons
L 41MU i
Applicant/Agent's Signature Da e
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
3
Paue 6 of 6
REQUEST FOR JURISDICTIONAL DETERNI TATION
DATE: August 2. 2005
COUNTY Mecklenbursz Countv, North Carolina TOTAL ACREAGE OF TRACT linear ',project
PROJECT NAME (if applicable) Lake Mist Storm Drainage Improvement Project
PROPERTY OWNER/APPLICANT (name, address and phone):
Charlotte Storm Water Services
POC: Mr. Darrin Peine, at [phone]
600 East Fourth Street
Charlotte. North Carolina 28202-2844
NAME OF CONSULTANT, ENGINEER, DEVELOPER (if applicable):
STATUS OF PROJECT (check one):
( ) On-going site work'for development purposes
( X) Project in planning stages
(Type of project: stormwater system improvement and dam reconstruction)
( ) No specific development planned at present
( ) Project already completed
(Type of project: 1
ADDITIONAL INFORMATION REQUIRED:
Check items submitted - forward as much information as is available. At a minimum, the following first two items must be
forwarded.
(X) USGS Site Location Map (Attachment A - Figure 1)
' (X) NRCS Soil Survey (Attachment A - Figure 2)
(X) Approximate Jurisdictional Boundary Field Map (Attachment A - Figure 3)
(X) Pre-Construction Notification Application - Nationwide Permit Number 3
(X) Routine On-Site Data Forms
(X) Stream Classification Forms
(X) Representative Photographs
(X ) Construction Plans (Attachment I)
' Signature of Property Owner or
Authorized Agent
' Mr. Darrin Peine
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' NCDWO Stream Classification Form SCP1- Unimportant Intermittent Stream A
Project Name: Lake Mist Drive Storm Drainage Improvement Pro'et ct River Basin: Catawba River County: Mecklenburg Evaluator(s): IJH
DWQ Project-Number- Nearest Named Stream: Kings Branch Signature(s):
' Date: 12111111 USGS QUAD: Charlotte East and Charlotte West (NC) Longitude: W80'52'47.2" Latitude: N35a 9' 5.3"
Location/Directions: From downtown Charlotte, travel south on South Boulevard to Archdale Drive Tum right onto Archdale Drive and continue to Old
Pineville Road. Turn left onto Old Pineville Road and travel for approximately 600 feet to Lake Mist Drive The proiect area is located at the pond on Lake
I *PLEASE NOTE: If evaluator and landowner agree that the feature is a man-made ditch, then use of this form is not necessary..41w, if in the best professional judgement of the evaluator, the
feature is a man-made ditch and not a modified natural stream-4his 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 2 3
2) Is The USDA Texture In Streambed
5) Is There An Active (Or Relic)
Flood lain Present?
1
2
3
6) Is The Channel Braided? 1 2 3
7 Are Recent Alluvial Deposits Present? 0 1 3
8) Is There A Bankfull Bench Present? 0 1 3
9) Is A Continuous Bed & Bank Present? 0
(*NOTE, If Bed & Batik Caused By Ditching And WITHOUT Sinuosity Then Score=0*) 1 2
10) Is A 2nd Order Or Greater Channel (As Indicated
On Topo Mao And/Or In Field) Present?
Yes=3
No fg
PRIMARY GEOMORPHOLOGYINDICA TOR POINTS:
II. Hydrology 11
Absent
Weak
Moderate
Strong
1) Is There A Groundwater
Flow/DischargePresent?
0
2
3
PRIMARYHYDROLOGYINDICA TOR POINTS: I

1 Are Fibrous Roots Present In Streambed?
2 - -
1 0
2 Are Rooted Plants Present In Streambed? 2 1 0
3 Is Peri h on Present? 1 2 3
4 Are Bivalves Present? 1 2 3
PRIMARYBIOLOGYINDICATOR POINTS.-_!j-
Secondary Field Indicators: (Circle One Number Per Line)
1. Geomorphology Absent Weak Moderate Strong
1) Is There A Head Cut Present In Chamiel? H 0.5 1 1.5
2) Is There A Grade Control Point In Channel? 0 0.5 1 T
' 3) Does Topography Indicate A - -
Natural Drainage Way? 0 0.5 1 1.5
SECONDARY GEOMORPHOLOGY INDICATOR POINTS. ---Z
II. Hydrologv 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 0.5 1 1.5
4) Is Water In Channel And >48 Hrs. Since 0
Last Known Rain? (*NOTE: It'Ditch Indicated In #9 Above Skip This Sten And #5 Below*) 0.5 1.5
5) Is There Water In Channel During Dry 0
Conditions Or In Growing Season)? 0® 1 1.5
6) Are Hvdric Soils Present In Sides Of Channel (Or In Headcut)? Yes=1.5 No
SECONDARYHYDROLOGY INDICA TOR POINTS.3

1 Are Fish Present? nc- n
0.5 mouerxie Jiron
1 1.5
2 Are Amphibians Present? 0.5 1 1.5
Are A uati Turtles Present? 0.5 1 1.5
4 Are Crayfish 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 0.5 0 0
As Noted Above Skin This Step UNLESS SA VPresent*).
SECONDAR Y BIOLOGYINDICA TOR POINTS. 0.5
' TOTAL POINTS (Primary + Secondary= 23.5 (If Greater Than Or Equal To 19 Points The Stream Is At Least Intermittent)
NCDWO Stream Classification Form SCP2 - Unimportant Intermittent Stream B.
Project Name: Lake Mist Drive Storm Drainage Improvement Proiect River Basin: Catawba River County: Mecklenburg Evaluator(s): KJK
DWQ Project Number. Nearest Named Stream: Kings Branch Signature(s): t4V-
Date: 6/3/04 USGS QUAD: Charlotte East and Charlotte West (NC) Longitude: W801 52'47.2" Latitude: N35'9' 5.3"
Location/Directions: From downtown Charlotte travel south on South Boulevard to Archdale Drive. Turn right onto Archdale Drive and continue to Old
Pineville Road Turn left onto Old Pineville Road and travel for approximately 600 feet to Lake Mist Drive. The project area is located at the pond on Lake
'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 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
®
3
3) Are Natural Levees Present? ® 1 2 3
41 Is The Channel Sinuous? 0 2 3
' 5) Is There An Active (Or Relic)
Floodpllain Present? ®
1
2
3
6) Is The Channel Braided? 0 I ® 3
7 Are Recent Alluvial De osits Present? 0 1 2 3
m 8) Is There A Bankfull Bench Present? 0 F11 2 3
9) Is A Continuous Bed & Bank Present? 0 I 3
(*NOTE: IfBed & Bank Caused By Ditching And WITHOUT Sinuosity Then Score=0*)
10) Is A 2od Order Or Greater Channel (As Indicated
On Tooo Mao And/Or In Field) Present? Yes=3 NofH
PRIMARY GEOMORPHOLOGYINDICA TOR POINTS: 9
II Hydrology Absent Weak Moderate Strong
1) Is There A Groundwater
Flow/Discharge Present? 1 2 3
PRIMARY HYDROLOGYINDICATOR POINTS: 0
econdarv Feld Indicators: (Circle One Number Per Line)
. I Geomorphology Absent Weak Moderate Strone
1 Is There A Head Cut Present In Channel? 0.5 1 1.5
2) Is There A Grade Control Point In Channel? 0 0.5 1 1.5
' 3) Does Topography Indicate A
Natural Drainage Way?
0
0®
?1
1.5
SECONDARY GEOMORPHOL OGY INDICA TOR POINTS:
II Hydrology 3.5
Absent
Weak
Moderate
Strone
' 1) Is This Year's (Or Last's) Leaflitter
Present In Streambed?
1®
1
0.5
0
2 Is Sediment On Plants Or Debris Present? 0 0. 1 15
3) Are Wrack Lines Present? 0 0. 1 1.5
4) Is Water In Channel And >48 Hrs. Since ® 0.5 1 1.5
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=1.5 NoA
SECONDARYHYDROLOGYINDICA TOR POINTS. 2.5
ut. nrotw
i Are Fish Present? us i -
0.5
1
1.5
2 Are Am hi fans Present? 0.5 1 1.5
3 Are A uaticTurtles Present? 0.5 1.5
4 Are Crayfish Present? 0.5 1 1.5
5 Are Macrobenthos Present? 0.5 1 1,5
6 Are Iron Oxidizin Bacteria/Fun us Present? 0.5 1 1.5
7 Is Filamentous AI ae Present? 0.5 1 1.5
8) Are Wetland Plants In Streambed? SAV Mostly OBL Mostly FAC W Mostly fAL Mostly NACU Mostly UPI,
(* NOTE: IJ'Total Absence Of All Plants In Streantbed 2 1 0.75 0.5 0 0
As Noted Above Skip This Step UNLESS SAV Present*)
SECONDARYBIOLOGYINDICATOR POINTS. 0.75
1 TOTAL POINTS (Primary + Secondary= 19.25 (If Greater Than Or Equal To 19 Points 771e Stream Is At Least Intermittent)
PRIMARYBIOLOGYINDICATOR POINTS: 4
OFFICE USE ONLY: USACE AID# DWQ #
SCPi - Unimportant Intermittent Stream A
STREAM QUALITY ASSESSMENT WORKSHEET a!
lt?tt
1. Applicant's Name: Charlotte Cram Water Services 2. Evaluator's Name: Isaac Hinson
3. Date of Evatuati on: 12/ 16/01 4. Time of Evaluation: 1.15 pm
5. Name of St'eam' t tnnamed b ib, tar y m Kings Branch 6. River Basin, Catawba River
7. Approximate Drai nape Area:AQac[es_ 8. Stream Order:-Fjrst-__.__-___-__ -
9. Length of Reach Evaluated: 1001f 10. County: Mecklenburg
Ii. Location of reach under evaluation (include nearby roads and landmarks): From downtmm Charlotte, tr yet south on South
13oulevard to Archdale Drive. Turn right onto Archdale Drive and continue to Old Pineville Road. Turn left onto Old Pineville Road
and travel for aonroxi mately 600 feet to Lake Mist Dye. The project area is located- at the pond on Lake Mist Drive
12. Site Coordinates (if known): N35'9'5.3" W80'2'472"
13. Proposed Chan net Work (if my),
14. Recent Weather Conditions:_raia.»ithin-48_hourS.-- --- --- -
15. Site conditions at time of visit: 40" F and cloudy
16. Identify any spec ial waterway class ifications known: -Section 10 -Tidal Waters -Essential Fisheries Habitat
_TroutWaters _Outstanding Resource Waters -Nutrient Sensitive Waters -Water Supply Watershed-(MV)
17. Is there a pond or take located upstream of the eval ton point'? YES e 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? YE NO
20. Estimated Watershed Land Use: -A(L%6Residential 5_„0%Commercial 10 % Industrial -% Agricultural
% Forested -% Cleared / Logged -_% Other (_ )
21. Bankfull Width: 3' . 22. Bank Height (from bed to top of bank): 2'
23. Channel slope down center of str earn: -Flat (0 to 2%) -2LGentle (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: sampled, one aqualtc worm form([
Evaluator's Sign atureArin., , Dated
This channel evaluation n te de used only as is guide to assist landowners and er tronmer tat 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, pl ease call 919.876-8441 x 26.
STREAM QUALITY ASSESSMENT WORKSHEET
CORNGIOrtPOINT RAN(-I;
CiIARACTE RISFICS - _ SCORN
Coastal Piedmont Mountain
1. Presence of flow / persistent pools in stream 0-5 0-4 U 5 2
Powlor samreb ou a 9?stron? ow = max p.mtq
(no

2 _
_
EOdence o(past human alteration

0-b

U-5

0-5

1
(exiensn e altunti nn - 0 no aIteration y rnax pmts)
1 Riparian zone 0-6 0- 4 0- 5 2
wide bu ffer =max pomtsZ
(no burf s 0; contiguous
..__
,
Fvideucepf nn/rilmt or themkai disch arRes
0-5
0- 4
0- 4
2
4 (extcnswe discharges > 0; no dseheraes = max maims _ _ __
_ _
5 CrounIwaicr UlscharRe 0-3 0- 4 0- 4 1
no diwhat •e - 0; s ' n s s wetlands ete,? max ints)
Presence of adjacent noodphilu
a (no hood lap In+O?toosive flood lain ° max_poinu) _
a' 7 Entrenchment/naodplalnaccess o -5 0 4 0-2 1
axpoint?
(deeplyentiencitedu0;freguentfloodinam
_
Presence oladjaCent wetland s 0-0 0-4 0- 2 0
8 ro wedan s ° O la [ge adjacent weiland9 mss P-M
9 -Channel sinaosity 0-5 0- 4 0-3 2
(extensive channelization- 0; natural in eundc? - max Poink _
_.10 -- Sedimenthrrut 0-5 0-4 0-4 2
(extensivede nsition-0•littieornosedimentamax Intl

II Site &diversityo(eltannei bed substrate
NA°
0-4
0--5
I
-me, homogcaou 01 large diver as sizes ,: max po inta) .
Evid euce of clan nel incision or i iden big 0- 5 0-4 0- 5 3
i 2 (&'IYmused O; stable bed&banks °mas oinis _ _
Presence of major bank failures 0-5 0-5 0-5 3
>~ 13 sev0c crosim 0; no erosion} stable banks - max o?ints _ -

Q
14 Root depth and density on banks
"
0-3
0-4
0-5
2
VisiblewSs? easo mols throug,htut=max?oi its) -- -- _-
J Impactbyakricuitureoplivestoek production
0- 5
0 -4 5
0- 5 4
15 (substantial ui act-0, noevidence=max o iris
Presen cc or riffle-pool/ripple-pool Complexes o _ 3 D - 5 0 - 6 1
16 No rifflci'opples or pools ? 0: Well-devcl?d •= m=x nomts)
Habitat complexity
0-6
G-6
0-6
1
iy lt (Bole or no habitat - 0; Gequent, varied habitat s - max pmt s)

F9!
Canopy cm erageoverstreanibcd _
0_5
0-5
U-S
4
¢ IB luo shading e_ kctationl0; continuous earn py_mrixpoints)
? _____
. Substrateembeddcdness - NA• 0-4 0-4 2
19 (dc(ply embedded - 0; loose structure - max) .
Presence of stream tax ertebrates (see page 4) 0-4 0-5 0-5 1
• 20 (no eviduice 0; conlRloo, numerous types =max points)
21 phibtaur
m
Istesm 0-4 0-4 U-4 0
4 nnu
ernts
typa A max pai nts
(no evidence commoon, um _
0 22 (risen cc of fish 0-4 0-4 0 4 0
numerous types -max points
(no evidence b 0; common,
,
23 Evidence of wildlife use 0-6 0 5 0 5. 1
.. (nn eetdcroce m Oiabundam evidroce ^ max p amts ,,,,
't'otal Putuls Possible 100 100 100 ? -
'POTAL SCORE (also enter onfirsl page:) 36
These characteristics are not as sessea in coastal screams.
2
OFFICE USE ONLY: USACE AID# DWQ # -
SCP2 - Unimportant Intermittent Stream B
STREAM QUALITY ASSESSMENT WORKSHEET
tt?tl
1. Applicant's Name: Charlotte Swrm Water cervices 2. Evaluators Name: Kin Kcrecrosn
3. Date of Evaluati on: 6f3/04 4. Time of Evaluation: 1000 nm
5. Name of Stream: Unnamed v,hutar y-to Kines Branch 6. River Basin: Catawba River
7. Approximate Drat nage Area:-60 acres--- S. Stream Order: First
9. Length of Reach Evaluated: 1001f 10. Cowry: Mecklenburg
11. Location of reach under evaluation (include nearby roads and landmarks): From downtown Charlone t avel south on couh
Boulevard to Archdale Drive Turn right onto Archdale Drive and continue to Old Pineville Road. Tom left onto Old Pineville Road
and travel for approximate] y 600 Net to Lake Mist Drive The nroiect area is I calt'd at the puud on the north side of Lake Mist
12. Site Coordinates (if known): N35' o• c a^ W80" 57' 47 2"
13. Proposed Chan nel Work (if any):- ----___-_ -. -- ---
14, Recent Weather Conditions: liLh rain "thin U hours
15. Site conditi ons at time of visit: en"e " nn
16. Identify any spec ial waterway class ifications known: -Section 10 -Tidal Waters -Essential Fisheries Habitat
-Trout Waters -Outstanding Resource Waters -Nutrient Sensitive Waters -Water Supply Watershed-(I-IV)
17. Is there a pond or lake located upstream of the eval ton point? YES e 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! YE NO
20. Estimated Watershed Land Use: A0%Residential _50.%Commercial _I(L% Industrial -% Agricultural
% Forested _% Cleared / Logged -% Other
21. Bankroll Width: 3' 22. Bank Height (firm bed to top of bank) - 2'
23. Channel slope down center of str eam: -Flat (0 to 2%) Gentle (2 to 4%) -Moderate (4 to 10%) -Steep (> 10%)
24. Channel Sinuosity: -Straight 1[ _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 characteristi c 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 strewn reach must range between 0 and 100, with a score of 100 representing a stream of the
highest quality.
Total Score (from reverse): 26 Comments: No flaw at the time of investigation
Evalualor'sSiguature._ -. Date--AE-44P
This channel evaluation form i nteuded 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 in iligalion ratio or req uirement. Form subject to change -version 05/03. To Comment, pl ease call 919-876-8441 x 26.
STREAM QUALITY ASSESSMENT WORKSHEET

' H:c Its C IO "11OINT IZAN M
--?
N1.
S
:
# l1ARAC I t RISIICS
C Coastal Piedmont Afountum (
Q
1 Presence of Dow f persistent pools In stream 0 - 5 U 4 0 - 5. 0

p
fl
ow
or
.ron flow-max oints
(no
ration=0•£ t
)
im

2 _-
-_ --
_
._
_.
_._..-
t
..
-
Evidence of past human alteration
0- 6
0-5
U- 5
0

>ouus)
cxicns ve altered on - 0; noalterwion = Max
3 Riparlan zoo e,,.. 0-6 0 4 0-5 1
. (no buffer- 0; contiguous wide bu ffer - nia.xp !nt3
4 Evidence of nutrient or chemical disch orges 0-5 0-4 0- 4 2
(extraisivo dkcharaee > 0; no diecherger=rnax Dims) ______ _
5 Groundwater tilscharge 0- 3 0 -- 4. 0- 4 0
no dlxhar'e=0• ' h sae wetlands etc. - max points)
6 Presence of adjacent Boodploln 0- 4 0 4 0- 2 1
O extensivefloodplam-maxpomn
pmfloodpoin
CA _ _
-
Entrenchment / Doodplain access 0- 5 0 4 0- 2 1
?+ 7 (deeply entrenched= 0• frequent floodi ng a max i nis
8 -- Presence of adjacent wetlands
j 0-6 0-4 0-2 0
acent welands.max points)
(no scedands- 0; large ad
Channel sinuosity 0- 5 0- 4 0-3 2
_(cxtrnsice channe lization = O?nanmd m eondu? m nxpoinrs _.
- -
10 '?Sedlmentlri 0-5 __
0-4 _
U-4 I
(extenmade osition- 0; little or rn sediment-max pints)
11 Size B(dlversify0fch "I bed substrate NA* 0--4 U-5 3
find, homogenous 0; large, diver se sits - max 2SIfors)
12 Evidence of channel incision, or sc ldenl-g 0 „ 5 0-4 0-5 0

?
=moo points-
(de?Iy incised-0;stable bed&banks
_
13 Presence of major bank failures. 0-5 0-5 0-5 3
t„t f sc,, fro erosion - 0• no er(,sion, siabie brinks ° max po rots)

14 Root depth and density on banks
0-3
0-4
U-S
3
(?, no visible roots a Odense roolslhroughout amax p0111i9)
__
15 Impactbyilgrlcultureorlivestockproduction 0 -5 0-4 0-5 4
(substantial Impact -i1; no evidcKtce ? max o an ts -
16 --
1'resenceofriffle-paollripplc-pool complexes 0-3 0-5 0-6 1
nu tifflcsln les or ools ffi0• vv.1 A veto red =roux Dints
17 Ilaldtafcpmplcxlty 0-6 D-6 0-¢ 2
(little or no habitat 0 frequent; varied habitat s - may point s
t 18 Canopy co" rage over alreembed 0-5 6-5 - 0-5 1
d max points]
py
no shading vegetatiou m 0; continuous cans
_
_
?

19 Substrate embeddedags
- -
NA*
'0-4
0-?
1
deal embedded-O; looseslructuir - Inax)

aD Presence of stream Invertebrates (sae page 4)

'
0-4
0-S
0-5
0
types ? nt az poi nts)
(no evidence ? 0, common, nwneraus
_
_
y
f,9
21 Presence of amphibians
p_q
074
0-4
0
(no evidence- Otto mmon, numerous ty2o - max 1f nla

22 Presence of flih '

0-4

0-4

0-4

0
no evidence - 0• common numerous t cs - max mints ,
23 Evidence of wildlife use 0- 6 0-1 0- S 0
,... _ _. _ .. ?, no evident, e - Oi obundatri evil rose - max p ounsZ _
Total pohill Possible 100 IOII IOU
'1'OTAC, $C ORV (also entef on first 1)490) 26
-17sese characteristics are not as sessea m coastat streams.
2
Lake Mist Storm Drainage Improvement Project
Iw y 7( ilfiltF 1°:'A?}! `e! ? r ,?/' ifi?"
B. View of
i
August

Photograph A. View of Unimportant Intermittent Stream A
11
ra STATf o
awu+
North Carolina Department of Cultural Resources
State Historic Preservation Office
Peter B. Sandbeck, Administrator
Michael F. Easley, Governor Office of Archives and History
Lisbcth C. Evans, Secretary Division of Historical Resources
Jeffrey J. Crow, Deputy Secretary David Brook, Director
June 6, 2005
Andrea L. Hughes
Carolina Wetland Services
550 East Westinghouse Boulevard
Charlotte, NC 28273
Re: Lake Mist Storm Drainage Improvement Project, CWS 2005-1034, Charlotte, Mecklenburg County,
ER 05-1122
Dear Ms. Hughes:
Thank you for your letter of May 17, 2005, 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,
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,
Qu-u-
Peter Sandbeck
ADMINISTRATION
RESTORATION
SURVEY & PLANNING
Location
507 N. Blount Street, Raleigh NC
515 N. Blount Street, Raleigh NC
515 N. Blount Street, Raleigh, NC
4617 Mail Service Center, Raleigh NC 276994617
4617 Mail Service Center, Raleigh NC 27699-4617
4617 Mail Service Center, Raleigh NC 27699-4617
Telephone/Fax
[phone]/733-8653
[phone]/715-4801
[phone]/715-4801
1
NCDENR
' North Carolina Department of Environment and Natural Resources
Michael F. Easley, Govemor William G. Ross Jr., Secretary
' June 1, 2005
Ms. Andrea L. Hughes
Carolina Wetland Services
550 E. Westinghouse Blvd.
Charlotte, NC 28273
Subject: Lake Mist Storm Drainage Improvement Project; Charlotte, Mecklenburg County
CWS Project No. 2005-1034
Dear Ms. Hughes:
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 project area. Although our maps do not
' show records of such natural heritage elements in the project area, it does not necessarily mean
that they are not present. It may simply mean that the area has not been surveyed. The use of
Natural Heritage Program data should not be substituted for actual field surveys, particularly if
' the project area contains suitable habitat for rare species, significant natural communities, or
priority natural areas.
t You may wish to check the Natural Heritage Program database website at <www.ncnhp.org> 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 919-715-8697 if you have
' questions or need further information.
' Please note that the Natural Heritage Program no longer wishes to receive information requests
by FAX. Please instruct biologists at CWS to send information requests through the U.S. mail,
addressed to the N.C. Natural Heritage Program, 1601 MSC, Raleigh, NC 27699-1601. Thank
' you.
Sincerely,
Harry E. LeGrand, Jr., Zoologist
' Natural Heritage Program
HEL/hel '
1601 Mail Service Center, Raleigh, North Carolina 27699-1601 NOnTe1C?TO/l1/T11
' Phone: [phone] • FAX: [phone] • Internet www.enr.state.nc.us ??jtur?ll?
An Equal Opportunity • Affirmative Action Employer - 50 % Recycled • 10 % Post consumer Paper
Lake Mist Storm Drainage Improvement Project August 18, 2005
Nationwide Permit Number 3 Application and Request for Verification CWS Project No. 2005-1034
0
r_
F-
11
Attachment I - Construction Plans
r
r.

L'

Cover Shert. 1
General Notes & Abbreviation GI
Standard Detzfl G2
Standard Deta•ts G7
StormWaterStructureTabk..__ ? G4
P1nandProfile Lake Mist Pond Ds 2
Plan Leke Mist Pond I
Plan and Profile line "A" - 4-S
uand PrafdeLine "B" 6
SO
Soil Bering line _
7
TmMc Control Plan TCPI-TCP2
Ero sion Control Plan__ ....»._._ ECI-EC2
Eros sion Control Detada ._..... ECDI-ECDI
Delius- .? DI-D5

1
{

{
f
E
°s -

D
TATUM
z??ate?t*1? ?xa
Armstrong Oen, P.C.
_ W\--LTTNGQVILLNGIVL[RS
9600-H Southern Pine Boulevard
a- P.O. Box 7326
Charlotte, NC 28241
Phone: [phone]
Fax: [phone]
ENGINEERING & PROPERTY
MANAGEMENT
Construction Plans of Proposed
Lake Illist Storm Drainage Improvement Project
Project No. 671-04-709
Project Features:
This project consists of Storm Drainage,
Grad'mg,Excavation,
Channel Stabilization and Utility
Relocations.
I_I
III
1 ' - ---
95% Submittal
PRELIMINARY

C
Proposed Baseline ......
New'Property Line.._...............-_-
Property Line or Existing RAN Line.-...... - - - - ?
Existing Structures
Proposed Edge of Pavement 0

...._....._..-----.....?• -"-`
Existing Fence
Proposed Fence .-.----•.-"-"-`- '
Slope Stake Line- Cut- _.._.....r..._ -c-c-c- -
Slope Stake Line - File- -r-r-F- '
Temporary Construction Easement.-.-- -'? - --__
Existing Storm Drainage Easement
Proposed Storm Drainage Easement WE
Existing Sanitary Sewer Easement sae - sae - -
Proposed Sanitary Sewer Easement ..?.. - ON - SSE -

-?_...._.. -c-c-c-
Existing Gas Line

4
Proposed GasLine .....-.. -a-6-0-
Existing Water line .?.
ProposedWater Line ..? -a--a'-a-
ExistingSanitary Sewer_. -- -s-??-
Pro osed Sanita Sewer 'T
Proposed DIP Sanitary Sewer (Profile)
NTS Exsting Underground Telecommunications -U, uT-LT-
Proposed Underground Telecommunications ---- ur -------n------ jT'-
ExistingUnderground Eleetric__._-
Proposed Underground Electric -- UE
---
6 Existing Overhead T.IeArie _ -tr-cs-?-
Existing Storm Drainage
t --- ! Proposed Ditch Line _......._.?.-.-..... "!?"?'
Y i Cr
1PrterMeler_-..?.,. - 0
wv
Wder Valve ---
i Gas valve
xs EslstlngGnftarySewtthianhole.....?_»......• .'- s `; r
t
?? ? a•? \v sb` _ Proposed Sanitary Sewerfifanholc......_...._............--__........ ?',? e
_ Existing Storm Brain Manhole. .-.-•-------U '?
,w rC\, I Proposed Storm Drain Manhole »_._...?....-.-..._.-_....--_O ';, H
"C11 I ° a
,sa rLAN@ Existing Catch Basin ?._..........._.._......_. ?? ? (?
T O I e? Proposed Catch 6asin.»»._...._..» 1
a t II I I iv Existing Light Pole
....._._._......... --•--•-.---- # O
J t ? ? ? I ?i I Existing Utility Pole.....,..._....._..._.......?....-_._-.. w
z
sI? Proposed Utility Pole _-.-..--.•-...._. 1. U
?• t I ?? - D ? I Proposed Condult._.......-..._.._._.=7_7 r'``` CJ
ii I I 41??1-, .lj? L_ Iron Pin
tt n L
? I I I n 'LIJ, I Boring
I1 I -J
....
i t i ? S EdstingFire Hydrant
Proposed F1 reHydrant.?... _ ».---- ; a
Existing Drop inlet - _ • ?:J U
7y I 1 I ' ` I j Proposed Drop inlet _..... _
Ma6 Box
I''? II III III l.J_ It ?? `` `? t III I n [
Exsting Tree_ ?-
L? U ?? i I I ?'? III I TrerRemoval X J
Q l
? I i III TreeProteetlon ?••-? ? Sr
i I I t r???i r1i _ Guy Wire ?r-T I I t 'Proposed Hand Rah 0_?,_,`aa 4-a
I rIl I Stabilization Nlattiag
?, rC' I I,I Exis.'ng Weiland Area
1 _ d
0
L,-7 I I I i 11 CmSectiow Thraagh Proposed Concrete
Cross-S.cetion Through Channel Bottom ?, 0
rITT MA TO I I 'i ? Sr
00an 4"? 5 ;3 f' ? "s `'st%f? yes
Prop osedCnnerete(Curb&Gutler,Ddve&Sidewalk&
a1
Storm Drain Pipe) -?-
Asphalt W'idening& Asphalt Driveway.-...- •:
Proposed Rip Rap Ditch ...? _ U
Existing Rip RapDitc!
Gravel L

Contract Administration
A
!
Sturm Water Services
20 40 60 Construction Mena er - -
?
- J rte..
Ilan View ........». ??-.. .w Storm Water Services _ . Bid Set i?oa „y
set Mnnaner ?. ,
20 r0 60
Horz.Prolle._.... - Landscape Management
4 S 12
l ?
s
--
CDOT-Design e6 S n r:=om s y
!caracs
ana
Vert Profile _I ?* i

NOTE: GRAPDICSCALES AREASSHOWN
CDOT•TralLeControl

- ..
ABOVE UNLESS INDICATED OTHEP.NISE.
CMLT
APPROVED - ty

CITY ENGINEER DATE ,?
a
- C.h:AEIt?L
10TE; GENERAL _N
. .
...MONOLITHIC
As AND ....ABANDONED MONO 1. INSTALL TEMPORARY SILT FENCE ALONG DAM EMBANKMENT AS SHOWN ON Q
DRIVEWAYS AND SIDEWALKS: EROSION CONTROL: A D .............ALGEBRAIC DIFFERENCE mph ...... MILES PER HOUR SHEET ECU.
-
PROPOSED DRVEW'AY ENTRANCE DIMENSIONS ARE FROM EXPANSION JOINT TO EXPANSION THE CONTRACTOR SHALL MAINTAIN EROSION CONTROL CEVICES IN ACCORDANCE WITH THE ASPH ..... .........ASPHALT ME_ ...METAL
A-PROX........APPROXIMATELY N............................. NORTH/NORTHING
. 2. CONSTRUCT TEMPORARY ROCK SILT SCREEN UPSTREAM OF THE PINEVILE
JC'NT. MATCH REPLACEMENT MATERIALS TO THE EXISTING SURFACE ACCORDINGLY. APPROPRIATE CITY AND STATE EROSION AND SEDIMENT CONTROL ORCINANCES AND THE B/C . ..... .....BACK OF CURB NCDOT ...... .NORTH CARCUNA POINT AVCNUE CULVERT.

e CONCRETE - SIX INCH PORTLAND CEMENT CONCRETE (3600 PSI).

P APPROVED EROSION AND SEDIMENT CONTROL PERMIT, THE CONTRACTOR SHALL PREVENT
STANDING RATER DUE TO CONSTRUCTON. DISTURBED AREAS SHALI. BE SEEDED AND

WN
N
I BIT ....... ............. ....BITUVINOUS DEPARTMENT OF

BLVD _..................... BOUIEVARO TRANSPORTATION
NOT TO SCALE
M
BENCH MARK NTS

3. CLEAR ALl TREES, BUSH AND 1ECETATIOJ FROM INSIDE THE INDICATED
ALL MAIERIAU MUST HE DISPOSED Or IN A MANNER
LIMITS OF CLEARNG `i

-°
HALT CONCRETE SURFACE COURSE - TYPE S (SF 9.5A)
o ASPHALT - TWO INCH AS
AND FOUR INCH AS-HALT CONCRETE IN'ERMEDIATE COURSE - TYPE I (1 199)
PA
TED AGGREGATE BASE COURSE (ABC ON CONTROL MEASURES SHO
O
MULCHED, THE CONTRACTOR SHALL FOLLOW THE EROS
SHEETS EC-1 THROUGH EC-2. ..........................
..........................
9
BRC .......................-HEARING 0/H......................._.01!R HEAD
CATCH BASIN OC
ON CENTER
CB .
APPROVED BY THE ENGINEER.
°
V
)
o GRAVEL - SIX INCH COM
C ...........................
............................
PAVEMENT
CDOT
CHARLOTTE DEPARTMENT PAVT
. 4. DRAIN POND USING APPROVED MEASURES AND IN ACCORDANCE WITH THE u

DRAINAGE STRUCTURES: CURB: ....
.................
................ ........
OF TRANSPORTATON Pc .............._..._....PO1NT of CURVATURE
F
T F
D PERM
PERMANENT
F
B
T P
R
CO
SPECIAL PRO'ASIONS. Fv -

o

AS DIRECTED BY THE
H
Y
N ARE APPR
XIMATE „ VATOVS TO ENSURE PROPER
SET (OR ADJUST AS NECESSARY) PROPOSED CURB E_k

F SAWGUi
T
EE
IC IC
._....................
N
C
S........................ CU
EE
E
SE
. PAGE
CkG
.....-.CURB AND GUTTER PIS ..............
.
.
.
.
..
.
.
.
.
4' TALL TEMPORARY EARTHEN BERM WITH 4' TOP WIDTH, 2:1
5. CCNST?'JCT A
n
.. v a
V
,
C
O
.
GRA ES, ELEVATIONS AND LOCATIONS S
C
WEEPHCLES
OMMODATE UNFORESEEN CONDITIONS
T
T
EEXISTING PAVEMENT (OU
SIDE O
RETAIN
DRAINAGE.
GRACE
FOR
LONGITUDINAL,
^

L ..........................CLEARANC r . PL............................POINT OF INTERSECTION
.
.
.
.
.
.
.
..
..
.
OF

SIDE - SLOPES, AND ID' W:OE SPILLWAY. BERM SHALL BE PLACED UPSTREAM Or

..nn

E
t' °
OOi
.
O ACC
ED
ENGINEER, THEY MAYBE ADJUS
' DTHERW
SE
NOTED.
UNLESS
ZONE
IF APPLICABLE).
CADLE), C/L FENCE .............CHA!N LINK FENCE PK...........................PK NAIL SET THE PROPOSED RISER STRUCTURE AS SHOWN ON SHEET EC1. A PUMP AND/OR a
oqO
ARE TO BE CONSTRUCTED IN ALL DRAINAGE STRUCTURES, W_EPHOLES SHOULD BE ON 8 pELD.._ ..................CHA4!011E-MECY.LENBUP,C PP........... ......._........P01'FR POLE SIPHON WILL BE USED TO MAINTAIN THE HATER LEVEL UPSTREAM OF THE RJ E rvrv
CENTER WITH A MINIMUM OF I WIERHOLE PER WALL. YrEEPHOLES ARE TO BE COVERED ON
y78
TSIDE OF THE STRUCTURE BY A BAG MADE OF FILTER FABRIC AND FILLED W/
T
O SAWCUTS: LAND DEVELOPMENT PRW........_...._.......RROPOSED
r TEMPORARY FERM WHILE THE TEMPORARY DUAL 24" DRAINAGE PIPES ARE ` <m
'
n
?
I
HE
U
STONE. THERE WLL BE NO SPARATE PAYMENT FOR THIS WORK. STATIONS, OFFSETS AND
ELEVATI ONS REFER TO THE CENTER OF DROP INLETS, MANHOLES AND JUNCTION BOXES, AND
THE CONTRACTOR SHALL SAWCIJT EXISTNG ASPHALT AND/OR CONCRETE SURFACES PRIOR CMHP....... -.-............ CORRUCARO METAL PIPE PT_ ..............._.........POINT O
TANGENCY
CMU .................. CHARLOTTE-MECKLENBURG PVI........................... POINT Or VERTICAL INTERSECTION
......... PERM SIDEWALK A UTILITY ESMT
UTILITIES (OR) PSUE ............. CONSTRUCTED THROUGH THE DAM EMBANKMENT.

EXCAVATE THE DAM EMBANKMENT AND ALL UNSUITABLE SOILS AS INDICATED
6 ,.
o i
,
o
0. '" ^O
o= o
THE CENTERLINE BACK OF CURB FOR CATCH BASINS. ALL PIPES SHALL BE RCP CLASS III, TO REMOVAL UNLESS OTHERWSE DIRECTED BY THE ENGINEER. SAW CUT WIDTH SHALL BE
MINIMUM FROM TIE EXISTYS EDGE OF PAVEMENT. SAW CUT PAVEMENT SHALL BE
I FOOT .
CHAR! OTTE-MECKLEN9URC r .............................P,ADILS .
ON THE DRAWINGS AND AS DIRECTED BY THE ENGINEER TO CONSTRUCT THE a P u
o
o `P x
?
UNLESS CIHERWSE NOTED. WELL AS ADDITIONAL PAVEMENT REQUIRED TO iE -IN TO FACE OF PROPOSED
PLACED AS
RE r`PARDIENT
FIT
UTIL
TIES
- NO 2d' HOPE TEMP. ORal4 PIPES.
RISER AND 48' DIP SPILLWAY BARREL A p
+ `)
maua?
,.
?UR9 AND GUTTER OR TO EXISTING EDGE OF PAVEMENT ELEVATIONS. SAWN PAVEMENT TE
FORCED COED PIPE
CONC .....................
RCP
UTILITIES: JOINTS SHALL BE MADE USING STRAIGHT LINES AND FINISHED PAVEMENT JOINTS SHALL BE
PATH EXISTING PAVEMENT
V CONST.....-.............. CONSTRUCTION RIELOC...................... RELOCATE
CP ..........................CONTRO' POINT R/W'........................-RIGHT OF WAY f
NOTE: IT IS LIKELY THAT SOILS FROM THE EXCAVATION WILL NOT BE SUITABLE
FOR REUSE DUE TO ORSANICS, MOISTURE AND HIGH PLASTCITY. AN
,?.^A _ {I

UTILITIES ARE ILLUSTRATED FOR INFORMATION PURPOSES ONLY. THE CITY WILL NOT BE HELD

RCGFONSI9LE FOR THE ACCURACY OF UTAJTY -LOCATIONS, 4ZE5, DEPTHS, OR FOR .
NEAT AND LE
EL
CY ..........................CUBIC YARDS S............................. SOUTH

D9 ......D D BOOK _J ....STORM CRAIN

APPROVED INF-SITE D'S°OSAL SITE W".LL BE P!2ESSAAY FOR DEPOSAL Of
THESE SOILS. I
COMPLETENESS OF UTILITY INFORMATION. TRAFFIC CONTROL: DI ...... .DROP INLET SIDE .STORM DRAIN EASEMENT
DI0. OIAN'cTER SDMH .. .STORM DRAIN MANHOLE THE BOTTOM OF THE EXCAVATION MUST BE APPROVED BY THE ENGINEER PRIOR - ' t
PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY ALL UTILITY OWNERS WHOSE

T TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH THE NOVEMBER 2002 EDITION OF THE DIP.. ........................DUCTILE IRON PIPE SF._......................._SQUARE FOOT
. TO PLACEMENT OF FILL OR BACKEILI FOR CONSTRUCTION OF THE RISER, 49' -??

SFF
TRACTOR SHALL
LOCATIONS. THE
CON
RACTOR
C
UTILITY
FACILITIES WILL BE AFFECTED TO DG
E
^ HANDBOOK" (WATCH) AND THE TRAFFIC CONTROL PLANS
'WORK TRAFFIC .................
.
r
^
L
E
S
F`n?CE RISER OUTLET PIPE, AND 24' HOPE TFMP DRAIN PIPES. ----
E
AV
AGENTS.
THOSE
SED BY
HIS T
OR
E CAU OF
ONS PR0IECTALL UTILITIES FROMDAME
IRD-PARTY INCONVENIENCE
FOR
ANY THIRD-PARTY
HARMLESS
THE CONTRACTOR SHALL HOLD THE CITY

SHEETS TCP
THROUGH ..............SAN
,TARY
SY
R
DIM ...
... ........
?....?.... DIMENSION S
..
lNG SSMH
SANITARY SEWER MANHOLE
E
EAST/EAS-

Y 24' HOPE
P
R
OR
THAT OF
HIS
AGENTS.
CREATED BY WORK OF HIS OWN FORCES OR THAT
PROPERTY IRONS: .
.......................
....... ......
CA ....................:......EACH ETA.......................... STATION
a
no
TANDARD
TD A
O
7. CONSTRUCT A TEMPORARY DROP INLET ALONG THE TEM
DRAINAGE PIPE, AS SHOWN ON SHEET ECU, TO COLLECT RUNOFF BETWEEN THE

AS NEEDED, THE CONTRACTOR SHALL 0.0JU5T/RELOCATE THE SANITARY SEWER AND WATER E EV ......................_
EVa
......................... S
N S
EOP .............. ........... EDGE OF PAVEMENT SW................ ........... SIDEWALK TEMPORARY IIERM AND THE DAM EMBANKMENT SEE NCDOT STD. 840.15,

840.15.
LINES ONLY. ALL OTHER ADJUSTMENTS/RELOCATIONS WILL BE PERFORMED BY THE VARIOUS THE CONTRACTOR IS RESPONSIBLE FOR RESETTING ALL PROPERTY IRONS PIN REMOVED ESMT ...................._ EASEMENT TAN..........................TANGENT
UTILITY CWN'CRS. THE CONTRACTOR SHALL COORDINATE WORK WTH UTILITY OWNERS SO AS OR DISTURBED DURING CONSTRUCTION. EXIST .......................EXISTING TCE....,...................... TEMP CONST ESMT INSTALL RIPEAP AND WASHED STONE FILLER BERM DRAM ON THE UPSTREAM
NOT TO ADVERSELY AFFECT THE PROJECT SCHEDULE. THE OlY WILL NOT BE HELD F/C .......................FACE OF CURB TEM11P........................TEMPORARY
END OF THE DUAL 24' HOPE PIP'NG FOR SEDIMENT COLLECTION. (CMLD STD. _-
a,-
RESPONSIBLE FOR ANY DELAYS OR DISRUPTIONS TO THE WORK SCHEDULE OF OTHER UTILITY DAM AND POND DATA FES.._ ............ FLARED END 5ECTON TP............................ TRAVERSE POINT 12)
30
OYNEP,S. FH .......................... FIRE HYDRANT T/W'.......................... TEST HIRE . _
DAM HAZARD CLASSIFICATION = LOW (CLASS A) FCC .........................EBER OPTC CABLE T1R.......................... TYPICAL PLACE SUITABLE BACKEILL TO THE ELEVATION NEEDED FOR PLACEMENT OF
8
o EXSTING WATER.ANO SEWER SERVICE IS OWNED AND MAINTAINED BY DAM SIZE CLASSIFICATION - SMALL SIZE G .............................GAS ......_UNDER
U /C .................. UNDER GROUND .

THE 48' DIP SPILLWAY BARREL 24' LOPE TEMP. DRAIN PIPES, AND CONCRETE
CHARLCTTE-MECKLENBURG UTILITIES (CMU). THE CONTRACTOR IS TO NOTIFY CMU 48 SPILLWAY DESIGN STORM EVENT = 100-YEAR GV........................... GAS VALVE VC.......,................_AL CURVE FOOTING FOR THE RISER STRUCTURE.

IS TO
HOURS PRIOR NI THE PRE-CONSTES AND NOTIFY FOR THAT LOCATION CONSTR OF EXISTING
I
T
WATER AND SANITARY SEWER LINES AND
IMPOUNDED WATER COURSE = UNNAMED TRIBUTARY TO KINGS BRANCH
HORIZ ................ HORIZONTAL VERT...... ................... VERTICAL
W'ATER LINE
HW
HEADWALL W

'
PURPOSE OF IMPOUNDMENT - STORMWATER CONTROL AND WATER QUALITY ..........................
.............................. HOPE TEMP. DRAIN PIPES.
9. INSTALL T+E 48• DIP SPILLW'A° BARREL AND 24
(
AT (7(704) 336-2565 (WATER) ) OR (
704)
, THE CONTRACTOR IS TO CONTACT CV U 4 O
BEGIN DAM STRUCTURAL HEIGHT = 12 FEET :NT.. ......................INTERSECTION W............................-WEST
:.
357-5064 (SEWER) HYDRAULIC HEIGHT = 9.24 FELT NV- ........................INVERT W/............................ W D!
IPF
IRON PIN FOUND WM
WATER METER f0. CONSTRUCT THE RISER BASE FOOTING AND FIRST SECTION OF RISER.
o FCR UTILITY LOCALES CALL NORTH CAROLINA ONE-CALL @ 1-809-632-4949. DAM CREST LENGTH - +/- 280 FEET
DAM CREST WIDTH (PROPOSED)- 18 FT. MIN. ..........................
,..........................
IPS .........................IRON PIN SET W/0.........................AdTHOUT
'
11. MARE CONNECTION OF 49' DIP SPILLWAY BARREL AND RISER STRUCTURE
?-

e FOR LOCATES OF UTILITIES NOT MEMBERS OF NORTH CAROLINA ONE-CALL CONTACT
45 AS.
DRAINAGE AREA -
.
.
.
.
.
.
.
.
.
.
..
..
..
.
V
AULT.
.
..
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
L.LF
. W' WATER ATER VAULT VALUE
INEAR. LENGTH FEET W WV
AS INDICATED ON THE DRAWINGS.
THE CO'SiR'J:TIOY MANAGER. ACE
NORMAL POOL SURFACE = 561.67 ..
..
..
.
..
..
........
.
.
.
.
.
.
.
.
.
.
.
.
.
,
.
.
..
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.L
LT ...........................LEFT YI............................. YARD INLET
INSTALL THE RESERVOIR DRAIN VALVE AND ALL HARDWARE.
12
PETE COSS
FOURTH STREET
fiW E NORMAL POOL SURFACE AREA = 225 AG
-FT
PACITY
0
32 AC
lb ............................POUND 1R............................ YEAR
P
NN
AI
T
T
.
. .
.
.
-
NORMAL POOL RESERVOIR CA Y N
LP ...........................LIGHT POLE 60p............ ............. SIX
Y
E
L SE 13. CONSTRUCT A RIPRAP AND WASHED STONE FILTER BERM TO PROTECT THE
CHARLOTTE, NC 28202
704-536-4110

THE CONTRACTOR SHALL ADJUST ALL WATER VALVES, WATER METER BOXES AND WATER
WATER METERS LOCATED IN SIDEWALKS OR CONCRETE DRIVEWAYS
FINISHED GRADE
T MAX. IMPOUND CAPACITY = 15.6 AC.-FT. MA%...._ ..................MAXIMU!M FOOT

M9_ .........................MAILBOX ............... .INCH
...............
%.N ......_, ..MINIMUM
12' DRAIN PIPE AT THE BASE OF THE RISER (CMLD ST. 30.12).

4. ONCE THE RIS_rA IS COMPLETED AND APPROVED, REMOVE AND DISPOSE 0
TEMPORARY EARTHEN BERM AND DUAL 24' HOPE PIPING AND DIVERT THE F
,Is

,

Pt,
3
.
VAULTS
O
SHALL BE INSTALLED WITHIN CONCP.EIE BOWES. " STREAM FLOW THROUGH THE PRINCIPAL RISER STRUCTURE, V
F'
CAS LINES WILL BE AOJJSIED/A°10CA1ED AS NEEDED BY PIEDMONT NATURAL GAS. A S 1' NI)ARDS 15 PLACE APPROVED FILL MATERIAL TO BRING THE DAM EMBANKMENT TO THE
T
DRAW
NGS t3
REPRESENTATIVE OF PIEDMONT NATURAL CAS MUST BE PRESENT JUST PRIOR TO ANCr DURING - HE
.
GRADES AND ELEVATIONS INDICATED ON
I
CONSTRUCTION NEAR EXISTING CAS LINES, THE CONTRACTOR SHALL CONTACT PIEDMONT
PRIOR TO CONSTRUCTION
-
EXCAVATE AND GRADE THE EMERCENCY SPILLWAY AND DISCHARGE
16
.
NATURAL GAS AT LEAST TWO WEEKS .
CHANNEL AS SHOWN ON PLAN SHEET 2. INSTALL TEM-ORARY ROCK CHECK
THE FOLLOWING STANDARDS AND THE LATEST REVISION THERETO ARE APPLICABLE DAMS EVERY SO FEET ALONG THE EMERGENCY SPILLWAY DISCHARGE CHANNEL.
?1IC
EXISTING SANITARY SEWER AND WATER LINE TO THIS PROJECT AI70 BY REFERENCE ARE CONSIDERED A PART OF THEE; PLANS.
I INSTALL EROSION CONTROL MATTING ALONG THE EMERGENCY SPILLWAY AS
NCOOT STANDARDS SHALL BE USED. CHARLOTTE MECKLEN
BURG LAND DEVELOPMENT INDICATED ON THE SHCEI ECU.
SEWERS AND
V
G AROUND
W
M
THE CONTRACTOR SHALL USE CARE STANDARDS MAY BE USED IF THERE IS NOT AN APPLICABLE NCDCT STANOARO.
ALL
ATER
A
EXISTI
R
AG
SMALL
LINES,
SHOULD THE CONTRACTOR DAMAGE EXISTING EWER OR.
LINES. 17. CONSTRUCT PERMANENT GRAVEL ROAD, AS SHOWN ON SHEET 2, TO
T
JOIN
T DU
RESTRAINED
NE
HIS
EXPENSE WITH
LI
AT
:MME
D
LATELY AE NCDOT STANDARDS: PROVIDE ACCESS TO DAM EMBANKMENT FROM OLD PINEVILLE ROAD. O

LINE, E. WITH
WATER
SANITARY SEW Y SEWER AND/OR
REPLACE
TRACTOR
SH
ALL
THE CONTRACTOR
PIPE.
RON
A MINIMUM NINE FOOT SECTION OF PC350 RESTRAINED JOINT DUCTILE IRON PIPE WHEN
18. APPLY SEED, FERTU2ER, AND MULCH FOR PERMANENT SEEDING AS SOON
DRAINAGE PIPE COMES WITHIN TWO FEET OF SAID ONES, VERTICALLY OR HORIZONTALLY, SID. NO. DES IPTON AS THE EMBANKMENT IS BROUGHT TO GRADE.
SUBSURFACE PLANS: 838.11 BRICK EENCCNC FOR SINGLE PIPE CULVERTS
63881 RI PRECAST CCNCN REINGLEL
A PERMANENT VEGETATIVE COVE SUFFICIENT TO RESTRAIN ACCELERA
BED AREAS
ST

SUBSURFACE PLANS ARE AVAILABLE ON THIS PROJECT AND MAY BE ACQUIRED BY 840.00 CONCRETE BASE PAD FOR DRAINAGE STRUCTURES
840.01 BRICK CATCH BASIN UR
.
EROSION WALL BE REQUIRED ON ALL DI F
-
CONTACTING THE ENGINEERING AND PROPERTY MANAGEMENT CONTRACTS DIVISION. THE 840.03 FRAME, CRATE AND HOOD
CONTRACTOR IS RESPONSIBLE FOR MAKING HIS OWN FINAL SUBSURFACE DETERMINATION. 840.15 BRICK DROP INLET
840.16 DROP INLET FRAME AND CRATE

'
u
ILBO E P40 32 BRICK JUNCTION BOX ° is THRU 66
PIPE
840.34 TRAFFIC REARING JUNCTION BOX
.2 p
W
THE CONTRACTOR SHALL REMOVE, PRESERVE, OR RESET ALL MAIL BOXES AS REQUIRED 840.54 MANHOLE, FRAME, AND COVER °
BY SECTION 107-12 OF THE NCDOT STANDARD SPECIFICATIONS FOR ROADS AND 840.66 DRAINAGE STRUCTURE STEPS m -
STRUCTURES. COORDINATE THUS WORK WITH THE U.S. POSTAL SERVICE. 840.71 CONCRETE AND BRICK PIPC PLUG
846.01 2'-6' CONCRETE CURB, GUTTER, AND CURB AND CUTTER
4
¢
o
B
'
REMOVE BRICK MAILBOXES W THEROAD FIGHT-OF-WAY
THE CONTRACTOR SHALL 1170.01 PORTABLE CONCRETE BARRIER ° c
WHICH ARE IMPACTED BY PROVIDE A TEMPORARY MAILBOX UNTIL THE END
CONSTRUCTION. 1605.01 TEMPORARY SILT FENCE
MP
T
OF CONSTRUCTION OR UNTIL SUCH TIME THAT THE PROPERTY OWNER INSTALLS A 162201
O SLOPE DRAIN
E
PERMANENT MAILBOX, WHICHEVER COMES FIRST. CONTRACTOR SHALL NOT
REBUILD/REPLACE BRICK MAILBOX,
1630.03 STONE INLET SEDIMENT TRAP

FENCES:
1636.01 ROCK SILT SCREEN
1632
STORM IN
D3 SI
T FEN
ET
IM
NT TRAP
E ^
HIT
D
E
L
CE
L
S
THE CONTRACTOR SHALL REMOVE AND REST FENCES AS NOTED ON THE PLANS
AND/OR As DIRECTED BY TME ENGINEER.
CHARLOTTE-MECKLENBURG LAND DEVELOPMENT
F
TREES SHRUBS AND HEDGES: STANDARDS:
. r2 O
THE CONTRACTOR SHALL PROTECT ALL TREES AND SHRUBS OUTSIDE OF CUT/FILL LINES, IN -`,TD. NO,, OESCRI-TION
70
178 CURB AND GUTTER 2-0• VALLEY CUTTER
( ) F
ASO TION TO THOSE THAT RECEIVE TREE/SHRUB PROTECTION BARRIERS. THE CONTRACTOR IS
R EXISTING TREES AND SHRUBS AS DIRECTED BY THE
T
' .
10.27 RESIDENTIAL DRIVEWAY (TYPE 1) FOR VALLEY GUTTER H
0
'Z F
.4
HE
JES :D TO SAVE O
ALSO REQ
ENGINEER. WHEN ROOT PRUNING IS NECESSARY, CUT ROOTS CLEANLY U5ING A DISC 10.29 CATCHBASIN FRAME IN `ALLEY GUTTER 1
1?
TRENCHER IN ACCORDANCE WTH SECTION 01COD 0:' THE OTY OF CHARLOTTE LANDSCAPE 20.17A CONCRETE WNCWALL VATH SPLASH PAD
CONSTRUCTION STANDARDS. 20.23 RIP RAP APRON AT PIPE OUTLETS
30.10 TEMPORARY ROCK CHECK DAM ~
SIDE SLOPES: 30.11A STABILIZED CONSTRUCTION ENTRANCE
-
1 (HCRIZON'TAL TO VERTICAL) UNLESS
N
T
XC
ED A 3
P 30.12 RIP RAP AND WASHED STONE FILTER BERM
40.02 TREE PROTECTION
:
E SHALL
O
E
E
THE MAXIMUM SLO
DESIGNATED BY THE ENGINEER. A CUT SLOPE OF 2:1 MAXIMUM WILL BE USED ONE' 40.13 TEMPORARY TREE PROTECTION
AS DIRECTED BY THE ENGINEER. CHARLOTTE-MECKLENBURG UTILITY STANDARDS:
U

ELEVATION DATUM: SHEET NO. DESCRIPTION
`

"
" T
5
-
1
5
IRON
R FOR
CAS
FRAME
AND
SANITARY SEWER MANHOLES
COVER t

i{?? f P RE L
NAR u 'y
NETHER
,
ELEVATIONS BASED ON NAVD 1999 DATUM. SOURCE OF DATA IS USCS
NORTHING 516,439.52, EASTNS 1.440.684-18 AND L'SGS •MO71', NORTHING 519.379.67, W
-
;
7
3/4' AND
1'
WATER
CONNECTION
SERVICE
W-18 CONCRETE METER BOX FOR 3/4' MATER METER E \
1 L YE 1 N ,h
V p
CASTING 1 .441,254.90. W-19 CONCRETE METER BOX FOR 1' WATER METER J 10 k .-
r
C

EXISTING GROUND SURFACE
NOTE 00 NOT USE ANCHOR
RINGS ON PVC, CP. OR AC PPE. M FARAMICE AS NOTED M
WIDTH VARES
BASED ON TRENCH DEPTH
W T '? V '--6' DEPTH OF LOCAL MATERIAL Al?l
RFSMECMAM IFAMCLEARANCE AS NOLATED IM VE?AE SUPPORTING
J?T
JONTS BEYOND CONSTRUCTION PNS MMMUN SLOPE BASED
1N?A \ ON OSHA STANDARDS.
Ic A' I WyF^I"'N _ io qE aApW Fj'W-tRA?x UNDISTURBED EARTH \\//\\ /\\// IMCISNRB7! EARTH
of / NEW RW ID Ai AA Pr 1r V? USE SUITABLE EXCAVATED MATERAL
OR 9OA CIRVEFT ^ DUCILEI ?f \ AS F73 '.l MILT ST CONTACT ACT IN
6' (E'iw TD 95i DENA7T (STANDARD
P
AS DS. ROTILE UTE R 6- MM DUCTILE PIPE MINSTALL ECHANICAL JOINT V%\\ / PRO rU?N?A CEP1T To= FOR FINAL Y
c
FEET NOTES REQUIRED (IYPCAL) CLEAR \ A,gARS BEYOND \ HNY?S /
1. RE9IENTS SHALL BE NOIFTED OF ANY IN TONE M PROP. RRDCATION \\\ \/
WATER SERVICE AT LUST 72 HOURS PRIOR TO INTERRUPTION.
INSTALL
2 \ \?
NNE CONTRACTOR SHALL MMIMIg THE TIME W WATER ARE EANICAI .OAR
TRAMIS AT ALL
WTHCUT ER SE
VICE TO BE STANCE TEAMID D SHALL NOT ALLOW HATER P
RE UCE PPE ON SU.TA&F EMS-ING
1ME I UMIH OF MINTS (TYPICAU \\
SmNOU 70 BE INTERRUPTED FOR MORE THAN R HOURS. L1d MN.
L'JCkpN FIPC / MATERIAL OR NUNDAIION CONDITIONING
3. FITTINCS SHALL BE RCSTRNNED USING MEWANCAL MNT CENTERED ON STCRM MATERAL (E1 T MATERIAL LASS III)
RESTRAINTS, STAINLESS STEEL TEE R®S, OR RESTRAII[p JOINT DRAIN AS DIRECTED BY THE ENCMESR.
PIPE AS APPROVED BY ENGINE'S \ A \
7 TYPICAL TRENCH SECTION FOR WATER MAIN RELOCATION
G2 ABOVE OR BELOW STORM DRAINAGE CULVERTS
1. A MiNEWUM Q 24 ' FROM dRIAL. DIAMETER PIPE TO SEE OF TRENCH MUST BE MUDDIED FOR
COMPACTION AF ER FILL MA RIAL TE AID. BACKFIILUNG OF TRENCHES FLAB BE BE.A000PUS90
FB+W Ami LHLM O15A'D COJ?D MT TO TED AFTER THE PIPE IS LAID. THE FELL AROUND UND THE PPE SHAll BE PLACED IN LAYERS TI'11ES
v IYaww w .1 A«na NOT C EXCEED 6. .. UNDER NO ORCLIMSI CES SHALL AT CO PERMITTED 70 RISE M
5 ALL FlLLCO INENCHES AFTER THE PIPE HAS HAS BEEN PLAC- . COMPACTION ENTS R 1. ALL E WPi T UT WN SAW. INCLUDING
SHALL BE SMALL BY THE USE E MECHANICAL TAMPS PS DILLY. EACH FACX AND PLACE EY"RT UYEA OF DP`FWAY$ TO 0 BE BE WT WM A SA SAW.
AAUAiT NN. BAG6WL SMALL BE E PUCmL00« AND 1HOROJCILY COI INTO PACE
DSR F rT ANxr R[>TN d Rw s 2 ALL DINAR-077E REPAIRS ME SUBJECT L APPROVAL BY
2 ALL BACN9LL MAiEt'AL SHALL HAVE AN N PUCE COMPACTED DENSITY OF DSS, d1Y OF OF CMMLO'iE O.O.T. AS 0.PPUCARE
?'?:'' / cAwTE w?h?A yc2' S ALL TP_ CHING 01ERA71.04S SHA'IL MEET 09U STANDARDS 1 SHORTED REM ETRD M ACCORDANCE INTH OS4A STANDARDS,
puwTE ( n PMT 1926• SUBPART P.
- f OT NMwtM N?A9d Cq®
L 1 m A. FOR HOPE. USE 657 STOP TO tY ABOVE TOP Or PPE
v. J J BAw? ? axNa
® MALI nAalm?I^u
-?=-.? r w+?u ewau w`
6 TYPICAL SECTION FOR CHANNEL EXCAVATION DOWNSTREAM Z TYPICAL TRENCH DETAIL FOR STORM DRAIN PIPES OUTSIDE OF STREET
G2 OF EMERGENCY SPILLWAY G2 NCDOT METHOD A - MODIFIED
OLNWD TUNe
r® vu I Menu.
n• nnl
MOTH VARIES 1Y MIN
12' MN BASED ON TRENCH DEPTH
?uur.rt SAM CUT
FXFAVW \ IAWm AN'AOWR xox-Apn ROTE PAVEMMT
L A ` J ®rtSIAA rA?+In _
VA T EA 11WDIC 4,?
treL f CO-1 TNnm!a D,
-1- TYPE
A VA/VA sD.w AT nD tas/s'M esCC AT
114 myY
YM VAA??.
5 TYPICAL SECTION FOR CHANNEL EXCAVATION DOWNSTREAM /' ;/\\\\
G2 OF PRIMARY SPILLWAY /\\?\ < MINIMUM SLOPE
e,YWOOTO NNSH
BASE
COURSE
50' R/W (MINIMUM)
25' MIN. 2S MIN.

EIFFERENCFS
EVATION
(VARIABLE(
(VARRAEBE)
P Q CURB ALA fIFSX GRADE AT f A•?. 9'-6' 9'-6' M'-OT
OBOE OF HDII iRR I . ON. Y (VARIABLE) (V Y MIN.
RIDE - 6-7/6'
-7ro'
?nx I
z??T'
' S ? L"2 MKT DRAf .?..••
Mla?SCHIM E H1'3?
Q Y CCWACIm TNEIMQ$ A9NALT CONCRETE 1. SIDEWALK SHALL BE PROVIDED ON BOTH SOES OF
SURFACE WLR$ TYPE SF 93A THE SIRJZL A MMMUM OF A• FROM THE BACK 6
® IY COMPACTED THICKNESS ASPHALT CONCRETE BASE CLWB AS SHOWN ON INNS
COMRSE. TYPE DCOU
Q Y-0' STANDARD WRB ! O17IER (CND z ME CROWN (TRANSVERSE SDP TCR TED TYPICAL
milli)
'
4CRON ON THIS SHIM Is 5/R
PER FL
©A IDI?PE
4 TYPICAL STREET SECTION
G2 WE MIST DRNE - PRAM SCALE 1/2' - V EL
TO
SJLG
Y COMPACTED Yw KNIESS OF ASCHALT
CONCRETE SURFACE COURSE. TPE SF
9.SA 0 110 LBS/SY/INCH

6' COMPACTED THECE L O<
ASPHALT CONCRETE BAST C'd1R5;
TYPE &'5.a AT 114 LB5/6Y/Fxx
T
ETS
'
2C
DEPTH APPLIED M
WO L
N
SAWC T AND SAWC UT AND
REMOVE FOR CURB REPLACEMENT ONLY REMOVE FOR
CURB REPACQ!ENT ONLY
NOTE ELEVATION W IP OF PROPOSED GUTTEt IS TO MATCH
ELEVATION ON IP OF EXISTING CUTTER. CONTRACTOR IS
TO SUPPLY AND PUCE BAOIFU MATERIAL AS NEEDED
TO MATCH TOP OF NEW CURS CONTRACTOR IS TO
ENSURE FOSTIVE DRAMAE£_ TO ROADWAY OR WATERWAY-
ANY PONCHO WTHN THE STREET MGHT-OF-WAY IS TO
BE CORER Cim BY THE CONTRACTOR.
3 TYPICAL OVERLAY AND OR CURB REPAIR SECTION
G2 SCALE. 21E- -
UNDISTURBED EARTH-/?\?\\
/ UNOSIURBBJ EARTH
\?
\\
/ 24' 24' USE S1RAB.E EXCAVATED MAICRIAL
AS BAC IL W CE t COMPACT IN
S. UM TO 95% DENSITY
R

/ PROCTOR) EXCEPT 170% FOR FNAL
FEET UNDER PAYS,ENT
2
4 .
\

/\ _ \\ PLACE PPE CN SMEABLE EATSTING
MAIEAIAL OR FOUNDATION CONDITIONING
MATERIAL (SLTECT MATERIAL CLASS N)
AS ORECTEo BY THE ENGINEER

1.
NO
AMINMIY OF 2A' FROM OIIMCE DIAMETER OF PIPE TO SCE OF TRRICH MUST-BE ALLO'W'ED FOR
COMPACTION OF FILL MATERIAL BACNFILLPI OF TRENCHES SHALL BE ACCOMPLISHED
IMMEDIATELY AFTER THE PIPE IS W0. TIE FILL ARCJNO THE PRE SHALL BE PLACED IN LAYERS NOTES TOR PAMlF4T FEPAFS
NOT M EXCEED 6'. AIDE. NO CIRCUMSTANCES SHALL WATER BE PERMITTED TD RISE IN
ODAOOIlIED TRENCHES AFTER'PIC PIPE HAS DUN PLACED. COMPACTION REDORLMCNTS 1. All CCMCRETE AND ACPiALTPASLVENT. INCLUDING
SHALL BE ATTAINED BY THE USE OF. VECHANICAL TAMPS ONLY. EACH AND MIRY LAYER OF DRIVEWAYS. TO BE CUT INTX A SAW.
BACNE91 SMALL HE PLACED. LOOSE AND THOROUGHLY COMPACTED INTO PUCE
2 ALL PAVEMENT RECAPS ARE SOAECT TO APPROVAL BY
2. ALL BACNPLL MATERIAL SHALL HAVE AN M PLACE CONPACTm DEN'S" OF 95L CITY OF CHARLOTTE O.C.T. AS IPP.ICARE.
3 STANDARD PROC1dt. THE MAL 2' BELOW FINSHm GRACE SHAD BE LOCI 3. SDRNO REDUCED M ACCCn ANCE WTH OSHA STANDARDS.
PART 1926, SUE PART P.
A ALL. DRENC4l4G OPERATIONS SHALL MEET OSHA STANDARDS
S. BACIOIL MATERIAL BENEATH ROADWAY SMALL BE SEILDT MATERIAL MNVUM HCDOT CLASS I
TONE 2 AS AP DID BY THEE EMQWER
6. FOR POPE, USE 1157 STORE TO 127 ABOVE TOP OF PIPS
- AAM(9'(9_il1 TUTS.
Pacs
A.

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Pk0V0SEbPRDlARY SYSTENf DP.?FPr?GL STRUCTURES .,

ENDWALIS J
aim
w w

ABPREVIATIONS

.= .
a .J
womw z I
wa m ASIN
B
6 x
F<E rc Of CATCH BASIN
D.C.B. DOOUBLE
= Z CLASS 10 RC. PIPE P.C.B.C. Qom -J., CLASS III F.ES ° :d ?! m
N.D.I. NARROW DROP INLET ?
STATION ° w MUSS NOTED OTHERW!
SE)
N (UNLESS NOTED STD. 839.80 0C, L
° FRAME GRATES Al o
° < DROP INLET
D
I
rc?

0
z
0 z
° 07HE7RLIISE) (UNLESS

NOTED oo <_ F +
w '
0z AND HOOD

SID. 840.03
-
d w
E
7
r
iI u

w .
.
M.D.I. MEDIAN DROP INLET y
v u p OTHERWISE) <'<
B
a E o
° m m M.D.I. (N.S.) MEDIAN DROP INLET
o y w o i o . a
m m m a o (NARROW SLOT)
J
w i K ° < w
w N. m _
Ci m ° J.B. JUNCTION BOX U o
zo o z 'F
m F
w z r

'

' b
i

1S-

18'

24'

30'

35'
'?
m n
n
* 0
< w u M.H. MANHOLE
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HORIZONTAL LOCATIONS ARE IN REFERENCE TO
I ME NORTH C R'XINA STATE PLANE
o' - - P d THE CONTRACTOR IS TO CONTACT DOUGLAS 1 i 1 COORDI? 47`E S`TSTEA4 AS DEFINED BY THE
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PROP. Bl;p Cl ASIN 11 /'. 11 ?Ilf STA. 15451.99
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w I AA 1 PROP, 36 RCP 1 1 is ?, ?i"`1 fro BE DONE BY CT!ERS
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HORIZOMAL LOCATIONS ARE IN REFERENCE TO
THE NORTH CAROLINA STATE PLANE
d? ' W
COORDINATE SYSTEM AS DmNED BY THE
NORM AMERICAN DATUM O< 1983 (NAD83).
ELEVATIONS ARE 11 REFERENCE TO SEA LEVr
DATUM AS D-IFINO BY THE NORTH A'dER-CAN O
VERIIOLL DATUM Of 1988 (NAVD 88).
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4 CONSTRUCIm UW-'M THE TEST
w P A _ SD- AIX PROJECT eY ?y
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0+00 0+50 1+00 1+50 2+00
N
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EL 670.0
EL 660.0
EL 650.0
EL 640.0
EL 630.0
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SOIL BORING PROFILE

EL 670.0

8-7 665.0 650.0 15.0
EL 660.0 NOTE: ALL ELEVATI ONS ARE PER SITE DATUM.
EL 650.0
EL 640.0
EL 630.0
LEGEND
® EXISTING - ALLUVIAL SOILS
EXISTING RESIDUAL SOILS
EXISTING SOIL PROFILE OF DAM ALONG CENTERLINE PROPOSED LIMITS OF EXCAVATION
SCALE I"= 20'
PLAN - EMBANKMENT AND PROPOSED SPILLWAY
SCALE I"= 20'
I' 7
C
SOIL BORING SURFACE PREDICTED PREDICTED
BORING STA. ELEV. EXCAVATION ELEV. EXCAVATION DEPTH
T. FT.
0-1 665.5 649.0 220
B-8 665.0 645.0 20.0

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TRAFFIC CONT ROL NOTES
CENE.RAE N!T!S
1 LYNIRATIDt S14I1 MKRRMI A M.NMN OF ONE-IAN: IRO-COAT' 1RA'TI". DURIF: CONSTRUCTION ACITM

j
1. ALL TRAFFIC CCNQOL SIGNS. DEVICES AND OPERATIONS SHALL CONFORM TO THE ISOURNEWS OF UIOIING FU=.NC OPERATIONS.
THE 'MANIM OF UNIFORM TRAFFIC CONTROL DEVICES (W,'=) AND THE CITY OF CHARLOTTE 'WORK __
AREA TRAM- CONTROL HANDBOOK' (WHICH), 2702 ED71M 4. of W20-70 (FLACM AFE M SHNI BE DRRAID ONLY DURING FLAGGING OPERATIONS.
2. CONTRACTOR SHALL WMAM ADEQUATE IMCGRASS AND EGRESS TO Al PROPS TES/DRNERAYS AT All 5. DUPING CONSTRUCTION INICMIIY AD/OR AT THE DO OF EACH WORK DAY. C9NFTALTDR SAL CLEW
TIMES. WORK AREA AND INSTALL NECESSARY TRWTC CONTROL DEVICES
SIGNS R1 R-4 (ROAD CLOSED TO THRU TRAFFIC) MAY BE'PERANMr.
3 SA IF A PPE TRENCH IS REOIN6D TO BE LEFT OPEN OJERN047 INSIDE THE LIMITS OF A ROAD CDSPE,
. COMM= BARRIERS SHALL BE PACED AROUND THE PIPE TRENCH.

P ACL4 TRU
.
4. TYPE T &ARI`-T SNL BE Df SIIFFPDFM WUIN To CLDSE "N""' ROADWAY

PORTABLE CONCRETE BAINIDS SV11 CONFORM N NWOf SID. NO. 1770.01.
5
THE BM CA ES IS REQUIRED FOR CONSTRUCTION ACTTICS. CONTRACTOR SHALL ENSURE THAT THE
EuRIGE' (S) ARE RE-AD DUSTED TO PROPERLY CLOSE THE ROADWAY BY THE END OF EACH OCRKDAC .
5.E MR ROAD QOSURES INVOLVING CLOSURES OF ALL LANES. FOR PPE CONSIAUC O" W M ROM
5. CONBUCTON SHALL PUCE CONSTRUCTION WARNING SIGNS ONE WEEK PRIOR TO THE BEGINNING OF CA'IE7111[ PORTABLE CONCRETE BARRIERS SHALL BE FACED AT 90 TO THE ROAD CENTERLINE AND
SHALL VMN1 ACROSS THE FULL WHOM OF ROADWAY PAVEMENT. ON BON SUMS OF PPE TREN'.OL
WORK.
ADDITIONAL TRAFFIC CONTROL MEASURES MAY RE RRQURD AS STE CONDITIONS WARRANT OR AT
6 5A TYPE A. TOR NIFNSIY WARNING UCNR SHALL BE YCUTm MONO THE TOP OF PINfVLRE CONCRETE k7
.
DIRECTED BY THE MY OR IS REPESEMATM4. AJPERS AT 5 NUT N!ER.9d5 (YIN) WITH 11ARNRG UWM ON EACH ENO OF BAStER WALL
CUTRALLCR SHALL ENAIFE TNT TPAMC CONTROL MEASURES ARE N HALE AND OPERATING
7 S.E. CRASH CUSHIONS SWL BE INSF/llID AT BOTH ENDS OF ALL CDNU= BARRIERS PARALLEL TO THE r
.
PROPERLY AT AL TIMES.
ROADWAY. `
f+
c'n

PE
DURING
HOURS.
AND
S
CONTACTOR SHALL 1UNTOR TRAFFIC
B S. THE C0TRICTM SHALL CONTACT TIME CH•RDTE DEPARTMENT OF TRANSPORTATION IMPLEMENTATION
L1
.J
.
OL M URES ARE IN
AIL LL TIM ON
PLACE D CE AND 9PEW.
U
NG PROPERLY
TO ENSURE THAT 1RAFG CONTROL MA4116 ARE
OR S 336-70M) WHEN
IS R ONE NUMBER OF TRAVEL W16 ARE TD FROM
SSTDN O MANAGER (CM JDRDI
NORMAL CONOIION IONS OR THE E 51RELT 6 pURE NRID 70 BE COOED. EXCEPT W EMERGENCIES. CIER. ONE FOAIDW.WC

P
0. CONES SMALL BE USED TO MUFAAE THE EDGE OF THE ROADWAY INURING CONSINVCRION M ACAS NDRRTYCIOM IS REVJMM:
WHERE CONCRTE CURSING AND SIDEWALKS HAVE BEEN REMOVED. CONES SHALL RCLVN N PACE
'
UNTIL CONCRETE ZLRS14C AND SDEWALn HAVE BEEN REPLACED. CONES SMALL BE 28" IN FEKRO AO K4
6A CLOSING ONE OR MORE TRAVEL LANES - FIVE (5) WORKS DAYS MOOR TO THE SCHMMED
AND HAVE RENF'O KZM HANDS AS SFDWN N THE 'WATCH- MARLA. FIGURE 0. P-3-% 6.B CLCSNG A STREET - TEN (10) WOO]NG DWS PRIOR TO THE SCHED= WALK r
10. CONSIDERATION SHALL LE GNE N 70 PEJESTAAVS WM IN TEMPORARY V--MR=MM ZONES ON
-
PR741SONS FOR ADDITIONAL SPECIFICATIONS AND FOR PROJECT PHASIIG RELATED TO
RUM TO SPIRA
7 U
-
HICHNAYS AND SREE L
.
TRAFFIC CONTROL
1DA PEOEMANS SHMID NOT BE LED INTO DRECT 06NFLCIS WITH WORK STE VE6CLC.
ATI
NS
S
WREN AOUAD CLOSURE HAS SM APPROM (SEE =TONS B AD A OF THE WATCH MANUAL) THE
EQUIPMENT, OR OPER
O .
AGENCY REDuESTPD THE CLOSURE IS REQUIRED TO NOTIFY THE FOLLOWING Ammm AT LEAST ONE (1)
A
10.8 PQf3TMW5 SFD'JED NOT BE LED INTO QR[L'T CCWUCT WITH MAN BALE TRAFFIC AAANC
PEDESTRIANS 'Wm( PRUR N THE -PECIED C IDSLRS POLICE 05PACH (704)563256: FIRE DISPATCH (7W)335-2441;
AN AROUND THE WORN SITE
1 MEDIC DISPATCH [phone]-. CDOT MIBUC SERVICE (7D4)335-3"3. FACT OF THE ANNE ACENCFS
UDC. PEOESTRRWS SHOULD BE PRORMO WITH A SAFE. COM4OEW MAIM PATH THAT REPUIXTTS SMALL ALSO BE CONTACTED UPON REOPENING OF THE ROAD-Y
AS NEARLY AS POSSIBLE THE MOST OEMEABLE CMRALTERIS . S OF SIDEWALKS OR FOOTPATHS 9. TEMPORARY CONCRETE BNMM SHALL BE LISED TO DE NEAIE THE WORN APEX
10.0. WHENEVER POSSML SMUCE SHOULD BE USM TO DIRRf PM=4WS T7 SAFE SM=
CLOSINGS IN ADVANCE OF AN ENL9IMTR WITH A TEMPORARY CONSTRUCTION 201E SONS
SHOULD BE PLACED AT MIRROCTIONS SO THAT PCESM-S. PMnCULMLY M
N'OH-TRAfrC-VOL E URBAN AND SJDJRDAN MEAL ARE NOT CONFRONTED W-TH WO FLOCK CALIF 2-1R4FB' C?\TR'JL COTES - IAVF l ORAL ^VFR - .41 R'^m'N`A
WORN SITES THAT HAIL NQICE 7HEY TD SYJRT THE lT]APORMY TRAFFIC CONTROL ZONE OR STEP 1:
MALT A WO-BLOC( SM= CRCSSNG

E USE SIGN CS'(24?24) SSTERALK CLOSET USE PRIER S7E Cr SRREEY TO.OIRR.T
10 THE CA.'TRA."ICR SiAL PLACE AL CONSTOILTON WARNING SCNS ONE WEER PFeA TO THE BEGrW40 DF
WORK N ACCIOWCE WITH THE WATCH NVODOOL THE ADVANCE WMNT G SCR SMALL BE PLACED ON ALL
APPROACHES AND SMALL REMAI IN NAPE UNIT AL OONTR=104 IS COMPIETEO. PLACE ADVANCE W'MNNS TYPE 10 BA
.
PED STRANS SAFELY TNDUQH THE CONSTRUCTION Z9L REEL TO OAGWM 1. 5CEWAK SGIS AONC LAKE MST DRIVEL
1
CLOSPE N THE CHARt R DEPAERTMEN7 OF TRMSPOPATION WORK ALFA TRAFFIC CONTROL
;
HANCg00K 2--
?CUTRA' M SHALL BAL70EL TIE NORTHERN SECTION M LAKE MST DRIVE TO CD STRL= A MINIMUM 20 L16
11. STORAGE OF EO.WIRM AND MAIEYMM DURING PE1 7S OF CONSTRUCTION KA IM1TTY. AL MOT WOE TEMFORARY MWE. TRAVEL LANE (C T" TO SE USED D I MG CMGTRCTUN OF THE SOURBAN
CONSTRUCTION EQIRPNENT AND VATERNS MAY IE STORED M THE MGHT OF WAY OR TCNPORA Y SECTION OF THE VAT MST DRIVE CULVERT. SEE CRWNO PAN DETAIL FOR TCMPORARY TRAVEL LANE CN THIS
Rl
CdNVRU-UN EAS]ENT. BUT MUST BE PLACED AT LEAH 10 NET OR MORE FROM ANY TRAM LANE

1L THE INN" ACEPTA LE WIDTH OF TEMPORARY TRAVEL IANCS IS TEN (10) FEET; N(W,EVSA. A LAME SHEET.

THE CONTRACTOR SHALL CONSTRUCT THE TEMPORARY GRAVEL TRAVEL LANE ViNk
l-
\) vv
ARCTD)ALE DRIVE
a off(\\\\\
\ 1
I
I?
I
0 l 1
?J
P,P.ICADES AJ ?j
WIDTH OF T617-VE (12) FAST S PREFERRED AND SHOULD BE USM WHMEVER POSSIBLE. WATCH DIAGRAM 2 - WORK AREA ON SHOIRDER (W OR MORE FROM PAVEMM
WATCH DIAGRAM 3 - WORK AREA ON SHOULDER (2' TO 6' FROM PAVEMENT)
WATCH Q'Y:RAM 4 - WORK AREA ON SHOMIEA (MINOR FWCROAEL6RR M PA mom
P O.FECT W-11m, WATCH DIAGRAM 6 - WOW AREA IN TRAVEL LANE (MAINTAINING 2-WAY TRAFTRC) C13L
0
1. SIGNS R11-2 AND 1111-4 SHALL BE DISPLAYED ONLY WMNC CONSTRUCTION OPERATIONS PEDUPOTO Slip 3:
THE CULRALILR SHAT COSTAL TRAFFIC CONTROL MKSURIE5 AS SHOWN ON FIGURE A-7 -'ROW CLOSED
WOW COERSION' OF TE'PART W - STANDARDS AND CADS MR TTAFFIO CONTROLS FOR STREET AND HIGHWAY 4 x D4'
(m L)
ROADWAY CLOSURE AND SHALL Eft REMOVED AS SOON AS MP CABF WHEN PW%AY S RE-OPENED TO
i
AfK LDNSfRJCTON, MVN71XWCE ADM. MD ACE' WYNALIMENT DPERITOW AND MM "W""' PROTEAN ?0
P TALE NEW IPSTRLIM TEMPOARY LANE DURING W STRUCRON OF THE SOURFIN SECTION OF THE LAKE .!ST $(E{YAEx
L CONTRACTOR SMALL USE DNC'RAI ND. 0. TOO-WAY. ONE-LANE TRAFFIC (NAxCI CONTROL). OF THE COOT CLL. I'l
WATCH HANCB00- DURING CU'SRUCION WHEN CLOSURE OF ONE LANE S REQUIRED. FUGGEM MUST BE WORK ZONE ND STIRS SRM11 BE IAISPECRD AT THE STEMMING AMID END OF FACT WORKIYG DRY FOR Dom:
'?' CVNDTRON AND IRATUH CONTRACTOR M REMOVE AL MMPMEHR FRDY DRIVERS LINE OF Sl" ACROSS
$
PROP. CULVERT CONSTRUCTION DURING WIM-ADD MUM TPET
STP
FFT
.
24" x 24'
I+Y??7?n!?r N
J
I ?
1 \ 0 I
EI' \
I I
•
, I ROAR I LAKE AIlST DRItiB
COVSIMDRI 20' 070E 7E144.OP.'
/ ? ? •• _____ _____
?RAAEL.DMAf (8'TIOCK) WITH 1? 4.1- 1 NARROWS
SASS SLOPE SE DRM 7. ONLY/
'RRl SL FOR SETQ4-S2TION. ITHRE ALONG D1RR FINE
vv \J?m ONO SECTION / PEDESTRIAN WARW. C6
fdm rZ, A TnaawaY ¢wSmrcT 0 WIDE TDIPQWR 36' x 36' SQCSEO
PIPE CT)Da" (415-1)
QDVFL PEDESTRIAN WALKWAY (4'
/ iE1PORARI' 10 IF OF 9I' / UI TH11CC) WITH 1% C? COPE C1 4L trE GM
SIDE DF
S"LD e7RUCF A nEDUa TRAmG SEW 1 36' x 36' STREET RDAO
JUNQGN FDI AND lE 10 ERELONG ts' / I L .•A' 1 -. _ ` I (WI -4L) a 'MRRO'A5 w01O;
RCP. (Nmcr sm ew3N e4D_.5+) I A
CRLESMBILB'LRR I? i 11 ?) 24' x 24'
-? ??T721 SIDE --- I TYPE III BARRICADES C6 C2
' ?RwE2rEr DF'3G' ioPE. 36' x 36' 30 x N.
AFkOVE ICIDWL.AH$ ROAD (W5-1)
/ CUSTRPT A.TEMPJRRf ,.?- ,? r `\ CIRRN I CLOSE (W21 -1
(N= eD JJI. ?`\' A??
(NCWI'ST0. 54 64O34Ye4aS4) C76
70' HOPE I 30'
' / Af OUT 45291 T \ / (R11-2)
TEN OF 51. HOPE P top. is-,
1MV.0N -864.70 F,
____-_---_0 - 0 C13R
-?? _ - i 0 tRA41 QTDHDx ,, 4(' x 24
NT-6R
-- i' - i / - _ - 0 pT 11IISTDRNE
0 I 0 /
PM'WL P113APORARY ?FnAD LAKE MIST
0\SO
CONCRETE BARTCADIES
WORK POND
Exit 1. RCP IIrv.. e6zn , Y
3 PROP. 30' HOPE INV. M -:C2 n /
`CA ?. 1 PROP. 30' HOPE IM'. OUR$6200
\"K•/ C2 I
IRA, 30' x 30'1
"IV ? H I I
A /• e N 1 1 I
PROP. P EfEY.. 670.
PROP. 5' HOPE NV, . 86? E r ,' /,'' U 1
PROP./30" HOPE MV, 8l<Y°1A? 20'1 1 LD 20' 10'
IXST 46' RW INV. HJ3; ,/. i N /
RR SCkLE\ 1' - YO' PHASE 1
Kr ' / ` LAKE MIST DRIVE -DOWNS = SECTION
fRl, /,'L (REFER TO PLAN SHEET 4 AND ST ARID DETAIL SHEET
1 111,RS1 1 1 1 I
1 (33)
i?l ?1 i ?\ t, I 1 1
i III I ?J 1-_ I / \
W.
9

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0
4
LEGEND:
0 DRUMS
e PERMANENT SIGN
- PORTABLE SIGN
TrW TYPE III BARRICADE(S)
CREEK
EXIST. STORM DRAIN
C? PROP. STORM DRAIN
® CONSTRUCTION AREA
TEMP. CONCRETE
BARRIERS
NOTE: MUTCD SIGN IDENTIFICATION
CEDE IN PARENTHESIS
0 50' T00'
SCALE 1' = 50'
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TRAFFIC CONTROL NOTES
M?
1. ALL TRAFFIC CO TRi STNS, DEVC23 AD OPERATIONS S ALL CDKFM TO THE RFAP.RD!EK15 OF
S OURREG CONSTRUCTION NA"TTTY AND/aR AT THE END OF EACH WORK DAY, CONTRACTOR SWll CLEAN
THE vAM1Al. ff Ufi0R11 TRAFFIC COL71RCt DE\",.NS' (MUfCD) AN) THE CITY Of CHARLOTTE 190AK WORK AREA AND IN57ALL NECESSARY TRAFFIC CONTROL CfVIC6
AREA TRMFG CONTROL HANDSOW (WACHj 2002 COTTON. SA R A PPE TRNCI IS RCOIRRED TO BE LIFT OPEN OVERNIGHT NSIDF THE LIMITS OF A ROAD CLOSURE,
2 CONTRACTOR SHALL MAINTAIN ADEQUATE INLRMSS AND-EGRESS TO AIL PRO UMES/ONENAYS AT ALL CONCRETE BARRIERS SHALL BE PLACED AROUND THE PPE TRENCH.
TIMES 52. PORTABLE CONCRETE BARRERS SAL CONFORM TO NCWT SRO NO. 1170.01.
1 SIGNS RI I-4 (ROAD CYOSED ro TRIM TRAFFC) MAY BE 'PERMANENT. S.O FOR ROD CLOS7RES WAOWNO CLOSURES OF All LINES, FOR PRE CONSTRUCTION ICY TO ROOD

A.

OF
ro
AO H
S
A
f1
BE
SUFFICIENT WIDTH
CLOSE ENTIRE
ACCESS
T
HEPB IV BARRICADES ONTMUW, PORTABLE CON EYE DARIII SAIL BE PLACED A BO TO THE ROW CENTERLINE AND

S IL EXTEND ACROSS THE FILL WIDTH OF ROADWAY PAVEMENT, ON BON SIDES OF PPE WENCH.

S,
r. RE
ALLL ENSURE
. CONTRACTOR AC
NSTRUCTION N ACUIRTIES
WA
R
D
THE BWRCD6
FUR
CO
THAT THE
SHALL
BARRICADE(S) ARE RE-ADJUSTED TO PROPEFC.Y CLOSE THE ROADWAY BY THE END OF EACH WORKDAY. SA TYPE A LOW NIEMITY WARNING, LIGHTS SHALL BE MOUNTED ALONG TAE TOP OF PORTABLE CONCRETE
S CONTRCIOR SWiL RACE CONSTRUCTION WARNING SONS ONE WEEK PRIOR TO THE BEDrtWING DE BARRIERS AT 5 FOIE INTERVALS (IAN.) WITH WARNING LIGHTS ON EACH END Q RATTLY WALL
WORC S.E CRASH CUS14 5 SHALL BE INSTALLED AT BON ENDS OF ALL CONCRETE SARWERS PARALLEL TO THE
COADYMY
S ADDITIONAL TRAFFIC CONTROL MEASURES WAY TIE. REMIRED AS, SITE CONDITIONS WARRANT OR AS
DIRECTED BY THE CITY OR ITS REPRESENTATIVES
- S THE CONTRACTOR SHALL CONTACT THE CIMRTIE DEPARTMENT Q TRANSPORTATION NPLEL ATION
SSCINN MANAGER (CLA JO" 338-DOO8) NRN THE MWBR OF 1Rna. LAWS ARE REDUCED FROM
`N
7. CONTRACTOR SNAL-ENSURE THAT TIMM CONTROL MEASURES ARE N PUCE AND OPEPATINO
ALL TIMES. NORMAL CONDITIONS OR THE STREET IS RAUIRED TO BE CLOSED. EXCEPT N EYMCEH7ES, THE
FOLLOWING NOTIFICATION S REQUIRED,
F

S C7KTwFOR SWL MONITOR TP.AFC C94NOL CURARE-NCTPME W13um WAST:CPJS, AND WJJDAYS

THAT TRAFFIC CONTROL MMMUIR S ARE N PUCE AND OPERATING PROPERLY AT ALL TIUM
TO ENSURE
sA GDSVG ME OR MORE TRANS LANES -FIVE (5) WORKING OAS PEAR 10 THE SCHEDULED WO7K;
(J
0. DINES SH41L BE USED TO DELINEATE THE EDGE C` THE ROADWAY DURING CONSTRUCTION N ARMS I.B. CUDMNG, A'TIrID - Id (10) WORKING DAYS PRIM TO THE SCHEDULED WORN. U
WHERE CONCRETE CUBK AND SOIEWAL S RAW BEEN REMONIl: CONS MALL REMAIN N PLACE
]. REFER TO PHASE 2 NOTES BELOW FOR FDDT70HW. SPECFT,AIIOMS AM FOR PRNECR PHASING. RELATED

w
aREr[ aRBxc AND SDEWNJKS HAVE BEEN REAACL4 COMB SHALL BE Zr IN HEart
UNTIL tox
' TRAFFIC CONTROL

TO
C
AND HAVE R:FlECTOR.ZED BANTS AS SHOWN N THE
WATOf MANUAL FIGURE S. P$ W
to. CONSNERT.ION SNAIL BE CNEN TO PEDESTRIANS SAFETY N TEMPORARY CONSTRUCTION ZONES ON S WHEN A ROAD CLOSURE HAS BEEN APPROVED (SEE SECTIONS AI AND H OF THE WATCH MANUAL) DIE
AGENCY PAUESRG THE CLOSURE IS TEQUPID TO NOTIFY THE FWLOMMG AGENCIES AT LEAST ONE (1)
HIGHWAYS AND SF= WEEK PRIOR TO THE EXPECTED QOSUI RLN POLICE DISPATCH [phone]: FIRE DISPATCH [phone]: U
ICA PEOFS TANS SNCIRD NOT BE LID INTO DR= CONFLICTS WITH WORK SITE VEHICLES. MEDIC DSPATO1 (704}738.4040, CWT PUBLIC SMVTOE [phone] EACH OF THE A90VE AGENCIES
EQUIPMENT. OR MMATIONS SWLL ALSO B. CONTACTED UPON REOPENND OF THE ROADWAY
10A PEDESIRNNS SHOULD NOR BE LED INTO DIRECT CONFLICT WITH MAIN NE TRAFFIC WANG 9. TEMPORARY CONCRETE BARRIERS SHALL BE USED TO DELINEATE THE WORK AREK
THROUGH OR WOUND THE WORK SITE. PLAnAC
.
10.0 PIDESIRMNS SHOULD BE PROVIDED WITH A SAL E CONIRWENT TRAVEL PAN THAT REPLICATES `T - - F
CH RYYC
AS NEARLY AS POSSIBLE THE MOST DESREAME CHARACTERISES CF SDCYWAS OR FOOTPATHS.
O
WE
E TO P
1D.0. WW MR POSS LE, SKNAM SHOULD BE USD TO DETECT PEDESTDANS TO SANE STREET NTRACTOR SW.'L RACE All CONSTRUCTION WARNING SIGNS ONE MEN POOR TO THE MCANNC OF
C
CROSSINGS N ADVANCE OF AN ENCOUNTER WITH A TEMRCRJRY CONSTRUCTION ZONE SIGNS
S,DUID BE PLACED AT WEREMMS CO THAT PEDES'IRMS. PARTICULARLY N WORK IN ACCORDANCE WITH THE WATCH HANDBOOK. THE ADVANCE WARNING SIGNS SNL BE PLACED OH ALL
APPROACHES AND SHALL PEU:N IN PLACE UNTIL AL WNTRUCTON IS COMPLETED. PLACE ADVANCE WARNING
HDN-1TA3FG-VOLUME URBAN AND SNBJRRAN AREAS. ARE NOT MNFRONTED WRAF MD BLOCK MRS NDNC LAKE KIST DRNL
COVER OR TURN DOIWN SIGN WHEN
FLAGGER NOT IN USE
c1W?.r
C8
E LAN 48' X 48'
ROAD (W20-7A)
HEAD
I
C7
48' X 48'
(W20-4)
WORN SITES THAT WIL INDUCE THEN TO SKIRT THE 7ENPOAP,Y TRAFFIC CONTROL 704E OR
N
T
STEP 2:
OSSHG.
MANE A MD-BLOCK S
REET C THE CONTRACTOR S: ALL RACKEIL THE NORTHERN SECTION OF LAKE MST POND TO CONSTRICT A NNIMJM 12
SICK C
Ct4TO41 'SIDEWALK CLOSED TAE OTHER SIDE OF EERLTT' M TAMELY
10.C FOOT SIDE TEMPORARY GRAVEL TUNA LANE (6' THICK) 04 THE SOUTH SIDE OF LAti: MST CRNE TO BE USED TYRE IN 9AE!RiICADES
9
I
FESTRANY Y THROUGH THE CGN'STRUefIJR ZOWE REFER TO DMRAU 1. SCEPAR
CLOSURE. IN THE CHARLOTTE DIPAn"DIT OF TRANSPORATION WORK AREA TRAFFIC CONTROL 0 0 CONSTRUCTION OF THE HO THERN SLCDON Of THE LAKE MST DRNE CLO C. . SS GRADING PUN
DETALL FOR TEMPORARY TRAVEL LANE ON THS 41ST. )
ROW/
NNNDBOOM THE CONTRACTOR SHALL WNSMU7T WE TEMPORARY GRAVEL TRAVEL LANE UDNL`. CLOSED
11. SIOPACE OF E2U"rME AND M4ERMIS: CLANG PERIODS OF CONSTRUCTION ImAcIr t'. ALL

S MAY BE ST
R
F
A
P
RARY
I
D N THE
R TE
AT
RI WATCH DIAGRAM 2 - WORM AREA ON SHOULDER (r OR MORE FROM PAEIQT)

V FROM PAVEMENT
' T
6
Cis
W
APNENT AND M
O
E
RIGHT O
Y O
M
O
CONSTRUCTION EO
E
AL
COYSTRUCTON EMELLM. BLUE MUST BE RACED AT LEAST 10 FEET OR MORE FROM ANY TRVEL LIVE )
WATCH DIAGRAM 3 - WORK AREA ON SHOULDER (2
O
WATCH DIAGRW 4 - WORT( AREA ON SHOULDER MINOR LRCRDCHME T ON PAVEMENT) 48A' i
I-
,
RIT-2)

AL LEN (10) PELT; HOWEVM, A LINE
12 THE
STN OF
ACCEPTABLE
STEP 3:
BRED AND BE USED
(12) FELT 6
OF TWELVE
WIDTH OF 7Mi1VE 02) PREFERRED NO SHOULD TOLID BE LIED WHQNEARR POSSIBLE. BLE
WAIN
INSTALL TRARCOMEDIC MS%SIURCS AS SFDMH
THE FLOE BELOW
AND
THE CONTRACTOR
O
E
I - TWO-WAY,
(FIM69i CONTROL). NO DNF
N E NEW
THE
DIAGRAM RAY, ONE-LANE TRAFFIC
TRAFFIC PATTERN
J
SE
G CON
E
DOWNSTRAM TEMPORARY LANE DURING CONSTRUCTION Of THE ONE NORTHERN BECTON OF WE LAKE NSF CULVERT.
)
PRn FEET Nmm WORK ZONE AND W .NS SHALL BE B6PECICO AT THE BEC NRNO AND ETD OF EADN WORMING DAY FOR
SIGNS A11-2 049 R,1-4 SAE BE DISPLAYED ONLY OJRNC CONSTRUCTION OPERATIONS REDUCING
1 CONDITION AND LOCATION. CONTRACTOR TO REMOVE ALL EQUIPMENT FROM DRIVERS UNE OF =HT ACROSS C13L
.
ROADWAY CLOSURE AND SHILL BE REMOVED AS SOON AS APPLMLE WHEN ROADWAY B RE-OPENED TO PRO'. CULVERT CONSTRICTION DURING NON-WORKING HOURS ERECT YIELD SIGNS WHEN FLAMER S NOT USED 4 X 24' O
TRAFFIC. AS SHOWN ON PW1£
(N. L)
Z. CONTRACTOR SWILL USE DIAGRAM NO. 9. TWO-WAY. ONE-LAYS TRAFFIC (FLAMM CONTROL). OF THE COOT PHASE A - T
WATCH HANDBOOK DURING CONSTRUCTION WHEN CLOSURE OF ONE LANE S REQUIRED. FLAM S MUST BE
USED.
THE CONTRACTOR SAE CONS IRICT PROP. CATCH BASIN ALONG OFJIOCREST LANE USN;
WATCH DIAGRAM 4 - WORK AREA ON SHOULDER (MINOR ENCROACHMENT ON MYSMLN()
1 CONTRACTOR SRUL MAINTAIN A MINIMUM OF ONE-LAW, TWD-WAY TRAFFIC DURING CONSTRUCTION A-TMN
URIZNG FLAGGING CPLRATTONS.
4. S=AD W20-7a (FLAME ARM) SHALL BE D'SPLVEO ONLY DURING FUO .Q OPE+ATION&
20'.
7 /60RS(T llf WIDE TEMPORARY- J '
cRWR DRIVE (6' Tsp-NTH-1
7 / CROSS SDPE ' V
` I
CUSHION
/,, ,
/
TO x1 r
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1
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0
_ 0 CRASH CUSHION
0 LAKE 1%HS? DRIVE
0 1

1
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IU I ? \ I 1
V I I I l R
V 1° ' 1 1 1 1
NC"",eYTEWPOW
RACKFIL'.6EHIND' EH
A NI PID'SNIW WALKWAI
' J
L. LSTRUCT P WIDE
TEMPORARY GRAVEL
PEOESTIW kIUXNd (4'
TWCIQ WTIX 100 DNess
SIDPE
MSWL IEYPORWf
CONCEFE IAR;r
WNSTU= ORANGE SAFETY
rum ALONG OUTER EDGE
OF PEDESTRIAN WALKWAY.
KU. TO CREATE
ARCADALEDRIVE
U
0
6)

ro

TO BE IN PLACE 1'RiEN W
?FLRGGER NOT 1, USE
1 ?' l1 w
i
0.
Q
? ? o I

0 ? I
PROP.I24'ERANP BHITE I
PAIN `;TOP WFN_T CENTER
0 ! I
ROAD PERAw'00
f'?TD.- Q

IJ C5.01. 0
C

er nr nr ,_..?
4,2

f ELAKEWSTD

0
0
k
E LAROAD a
OWE III BARRICADES

ROM ROM WOE( b
AHEAD .MEAD 0
?
CtDSm C7 C2
C16 48' X 48' 30' X 30'
48' K 3D' (W20- 4) (x21-4)
(R11-2)
PROP. 24' P YMITE
PAINT STOP AR TO CENTER
OF ROAD PE NCDOT STD.
1205.01.
48'%846'
? (1no-7A)
COVER WTH W3-2A YIELD AHEAD SIGN
00TH TYPE B FLASHING UGHT WHEN
ROAD LAKE MIST FLAGGER NOT IN USE.
POND A
\ `P
C2 N
30' X 30 .1
,
(1121-4)I
(Y;3-u)
I I
\FE:2 , x 35'
I
HP 1 LAK E MIST DRIVE -UPSTR M SECTION
i° (REFER TO PLAN SHEET 4 AND STAN APED DETAIL SHEET
G3)
LEGEND:
0 DRUMS
o PERMANENT SIGN
a PORTABLE SIGN
w TYPE III BARRICADE(S)
ti. NIGGER
EXIST. STORM DRAIN
C? PROP. STORM DRAIN
® CONSTRUCTION AREA
TEMP. CONCRETE
BARRIERS
NOTE MUTED SIGN IDENTIFICAT)ON
CODE IN PARENTHESIS
50' 0 50' 700'
SCALE: I' - 50'
PRELIMINARY
I?
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?nmmrr? CONSTCUTION
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,
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LRU MAE Sr-rr US BANK 1. (p I 1 ) f d I I I I
De 15746 Pr. m Pi D
pa-12,19 LAKE M,ST at I RIPRAP AND STONE FlLTE 2j1 jl
A . (CMLD STD
1 ? 1,ABILI D C UCTI(
AKE Ysr PCn?,? GRADE T N?P. '•.m I A ? I NTRM E S AIL a
INSTALL 20 LF OF TEy,O
VUAL 24" HD S!DRAp PES?'?? 11 ! } NAG MT PO ? ? DIVERSION C TRH iEET
15.0% (40 TOTAL) M 'k i •11? ?HDPt LRAIR' PIPES ?-i
24 HD"' 101OF tin ?or
CONSTRUCT A 's?TALL ?NV. IN = 652.0 O.
?• I 16501 RO N LLC B01 I
TEMPORARY EARN BERM 0 0 \ r?T \ W I I A
WITH A 4' TOP VAADTH AND
2:1 SIDE SLOPES. of '' T 1 .?? D 1fl al
INSTAL 6 LP TE
L
0 ??; _-_?? (n III i DUAL D 0RAI4U
`'1 /' .,I ?) 111 1.', L?.'1!. 'I'\ I1 III y. ?Tt
-ItW IV II ?' I f PIPES TOTAL
a- b
" 'Z4"WDF? SPIL
I INSTA ? M.
SILT FE K STORM INpET? 4N
SEDIMENT TRAP. (SEE 'T? HDPE B W 2)
DETAIL SHEET ECD-2)
ILL 0 M
TEMPORARY ROCK CHECK pAM?{( / INLE NT TRA
SEE DETAIL SHEET ECD-i.'
CONSTRUCT TEMP. DROP INLET.u
NCpOT STD. ,$40.151,64O.16 ---
RIM,T El EV. _ $5100 a _ s ._A ?? Ir; I I ?I
INV. IN. = 649:00 P 24 LF
INV. OUT = 648.8 ORA Y SI FENC
5E -=. "- \ > t , I,,l/r1 f 5 DEL, IL SH, ?T E 1
TEMPORARY ROCK CHECK 57?1??`
EAM?-SEE D TAIL N 8 LF TEM,
DUA 24" HDPE RAIN
I
„ 4%? i. ?? Ear I?l PI AT 0.75 (172 F
T L) I V. Oq, = 6 7 44.
D PROP. 260 L OF [ D
t? 4 ?' ??'.o MI Da.'N1P z
MP ARY LT NCE, } 4-6- R NT AT
D TAIL HEEL E -1 Y;IROCK ISI 1I
?. . 1 ! %I // ;%r,r ..-T; I'II \ .,\,r;,_.? ..•., n a SCREEN.E DET I EET !
ECD-2.

¢A4RARAA If TIN
TEMPORARY EMERGENCY SPILLWAY PROFlIF
FOR TEMPORARY EARTHEN BERM
NO-S:
t 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
I CONTROL MEASURES ARE FUNCTIONING PROPERLY.
2. STABILIZATION OF DISTURBED AREAS SHALL PROCRESS WITH PIPE
INSTALLATION. AT NO TIME SHALL PIPE INSTALLATION PROGRESS
MORE THAN 500 FEET AHEAD OF FINE CRADING, SEEDING, AU
MULCHING OPERATIONS.
3. CONTRACTOR SHALL MAINTAIN STORM DRAINAGE DURING PIPE
INSTALLATION DISTURBED AREAS WITHIN THE LIMITS OF
CONSTRUCTION SHALL BE GRADED DAILY TO PREVENT PONDING OF,
STORM WATER RUNOFF AND UNNECESSARY SOIL EROSCd. THE
ROADWAY CUT SHALL BE BACKFILLED AND STABILIZED AT THE ENDI
OF EACH WORK DAY NTH STONE MATERIAL. AND GRADED TO
MATCH NORMAL ELEVATIONS AND SLOPES SO THAT NORMAL
DRAINAGE WILL SE PROVIDED.
GENERAL EROSION CONTROL LEGEND
TDB TEMP. DIVERSION DITCH (DETAIL 1/ECD-2)
-SF- SILT FENCE (DETAIL i/ECD-1)
D_ FDNBLE PIPE SLOPE DRAIN (DETAIL 3/ECD-1)
Q STONE INLET SEDIMENT TRAP (DETAIL 4/ECD-1)
SILT FENCE STORM INLET SEOI4ENT TRAP
(DETAIL 4/ECD-2)
TEMP. ROCK CHECK DAM (DETAIL 2/ECD 2
CT
5
)
TEMP. ROCK SILT SCREEN (DETAIL
/E
STABILIZED CONSTRUCTIDN ENTRANCE
(DETAIL 2/ECD-2) -
4O' 0 4D' BO'
SCALE: I' - 40'
A. 0.
JI L
z z EXIST. ram
-BOTTOM
7,7, 7- 777 EXCAV,T10N I MNO TO 13 BE D1 OETERMINED
BY THE
L?IIy+ BY ME ENONETR
1. ID6ERCUT EICAVATRN MAY BE RE?'JRED TO CONSTRUCT
A SOUD FOUNDATION FOR THE TEMPORARY EARTHEN
BLFL
2. THE TARY EARM ME E BE ATMI UCifD
Of I smucTMRUL FBI. m2 OF DETt . Mws uAT[xuls.
3. FTl SHALL BE PLACID N 6 INCH UFTS AND C"ATED
TO 95S OF MAXIWM DRY DENSTY.
I 4. B(. M GALL BE I'MrIREiI, S2'JED. AND MULCHED TO
I PMVIDE A LUSH VEGETATED COVER
I B THE TCMPORARY EARTHEN BERM 5 TO BE REMOVED
ONCE THE POND CONSTRUCTON IS CM.??
TEMPORARY EARTHEN BERM DETAIL
NOTE:
REFER TO CONSTRUCTION
SEQUENCE ON SHEET G1.
PRELIMINARY
IM
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1 I 11 Dd 10158 PC NO __\
STONE INLET SEDIMENT TRAP.
SEE DETAIL SHEET ECD-1
R -W
x4l ./
6y = ? ry I /' 1?11?
L
T ?
1 I ?;
1M81MJRAC
ROPOSED 100 LF OF 6MF
NCE. SEE DETAIL SHE
[-[ =E-S

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ITIM I l 1, I 1
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INLET CONSTRUCTION BY OTHERS.
I
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BINZE CbNSTRUL-UM-ENTRANCE. -
.QE? _SR1 ET ECD,-27 ----%
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'ORA'Yf&t
ESE
---SHEET ECD
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
STONE INLET SEDIMEM;I{kP?
SEE DETAIL SHEET
N.iTR ECb 11`
I ?lFIIII?,1
CMAn l6UGES L5 gAM; ? ? 111'1111 ??; ?1
08 I6I16 PC AJr 1
noD- lu9ux[wsrae e; I,?J\lr
---------------
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¢?l1N.lM1! • i
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SEDIMENT TRORSEE DETAIL
I?AEET ECD 2,
h'?? I I '' I I
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1
I / 169-10-C99
C01'Ldu1111M6
If-
I
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I ? I T`ONE-fNt.ET SEDIMENT TRAP. ,------
y SSE DETAIL SHEET ECD-1. '1 I
ItT -TOR!A_INLrT-'` ^I
SEDIMENT-7AP SEE DETAIL
STAEiL-IZED?CONSTRUC?ION
` IE N TRANCE. SEE DETAIL SHEET CD-2. _
„KE AIIST DRIVE

-=-=L - 3= = all 351
P OP05ED 100 LF OF
TEMPORARY SILT FENCE. I
1
S?E DETAIL SHEET ECD-1A

??// r/1 11 / ?
ll/ r/ N I 4
I/ 169-1o-117
1
,{NOUAHS pRJETS iRU52F SNAPDY ? I
? calrxrcAnav a) I
DE 0I1JA PG 869 I 1
6500 0LO PNENl1F R0 I
TEM 0 ARY ROCK SILK -L '
?
SCR?E. SEE DETAIL SHEET
I I r
ECD-1 I I ;
MEASURES AT LEAST CM^,E A WEEK OR AFTER EACH RAINFALL
MULCHING OPER0.nDNS.
MATCHLIIJE STA 10+00 SEE SHEET ECi
NOTF'z
1. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL
E1ENT, AND REPAIR IF NECESSARY, TO ENSURE THAT ALL ERCSION
C'tiTROL MEASURES ARE FUNC1041NG PROPERLY.
2. STABNZADON OF DISNRDEO AREAS SHALL PROGRESS WTH PIPE
LLAON. AT NO TIME SHAH. PIPE INSTALLATION PPOGRESS
:INSTA T
M(x?E THAN E00 FEET AHEAD OF FINE GRADING, SEEDlNG, AND
3. CON TRACTOR SHALL MAINTAIN STORM DRAINAGE DURING PIPE
INSTALLATION, DISTURBED AREAS IMTH!N THE LIMAS OF
I
CCISTRUCiIC'I SHALL DE GRATED DRILY TO PREVENT PDNCING OF
STORM WATER RUNOFF AND UNNECESSARY SOIL EROSION. THE
ROADWAY CUT SHALL RE EACKFlLIEO AND STABILIZED AT THE END
OF EACH WORK DAY WITH STONE MATERIAL, AND GRADED TO ,
MATCH NORMAL ELEVATION'S AND SLOPES SO THAT NORMAL
DPAINAGE WILL DE PRONDED.
SCALE., 1' - 40'
GENERAL EROSION CONTROL LEGEND
TD-i TEMP. DIVERSION DITCH (DETAd 1/ECJ-2)
-SF- SILT EENCE (DETAIL TACO-p
".? FLEXIBLE PIPE SLOPE DRAIN (DETAIL 3/ECD-1)
Q STONE INLET SEDIMENT TRAP (DETAIL 4/ECD-1)
SILT FENCE S10RM INLET SEACdENT TRAP
(ORATE 4/EM-2)
-
•, TEMP. RIX7f CHECK DAM (OETA!L 2(/?`CD-1
TEMP. ROCK SILT SCREEN (ORWL J?EDD- )
RUCnoN LNreaNGE
T
)
(eEAli2%E?z
40' 0 40' eD'
PREL1M lNARY
0
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p `y a Ni<
O "o'h
w
'n = o'
e ? ImaG
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0
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•f.d
.7
C
i
an
AA
STORAGE AREA--I
i
CATCH BASIN
,1p5 WASH FE STONE
A f
GENERAL NOTES:
1. 5_JA1rJJT SHALL BE RQ•IOVT7J AND TRAP RESTORED TO ITS ORIGINAL DIMENSIONS WHEN
THE SEDIMENT HAS ACCUMULATED TO 1/2 THE DESIGN DEPTH OF THE TRAP.
2 REMOVED SEDIMENT SHALL BE DEPOSITED IN A SUITABLE AREA AND IN SUCH A
MANNER THAT IT WILL NOT ERODE.
3. THE STRUCTURE SHALL BE INSPECTED AFTER EACH STORM EVENT AND REPAIRS MADE
AS NECESSARY.
A 4. CONSTRUCTION OPERATIONS SHALL BE CARRIED OUT IN SUCH A MANNER THAT EROSION
.1#5 WASHED STONE
AND WATER POLLUTION ARE MINIMIZED.
5. THE SEDIMENT TRAP SHALL BE REMOVED AND THE AREA STABILIZED WHEN THE
DRAINAGE BASIN HAS BEEN PROPERLY STABILIZED.
\ 6. ON LARGER DRAINAGE AREAS, CLASS 'A' RIP RAP MAY BE REQUIRED TO A HEIGHT OF
16' WITH A 12' THICK LAYER OF 35 WASHED STONE AROUND THE OUTSIDE PERIMETER TO
A HEIGHT OF 18'.
G 30.08 SrCTIDN A-A
a STONE INLET SEDIMENT TRAP
CD-
LENGTH AS NECESSARY
TO GO THR'J BERM
PIPE
1' MIN
FLEXIBLE PIPE 1' MIN. SEDIMENT PR
1 ( H?Or12'
C4.
STAKE 'Kfi.. ua / 2
TIE DOWN AT END
J'
4' (MIN)' 2 (MAX)
\12'
ppO T E
RIP-RAP APRON
• Al LESS THAN I% SLOPE
rvrr??n m rnrc nr nrn roaeurc
1 CONSTPUCTION SPECIFICATIONS:
1. THE TOP OF THE EARTH BERM OVER THE INLET PIPE AND THOSE BERMS CARRYING
WATER TO THE PIPE SHALL BE AT LEAST 1 FOOT HIGHER AT ALL POINTS THAN THE TOP
OF THE INLET PIPE
2 THE PIPE SHALL BE HDPE WITH WATER TIGHT CONNECTING BANDS. HOPE PIPE SHALL
BE BURIED FULL LENGTH WITH 2' MINIMUM COVER.
3. A RIP RAP APRON SHALL BE PROdCED AT THE OUTLET, IF EMPTYING. INTO A DISTURBED
AREA
j 4. THE SOIL AROUND AND UNDER THE NT.Ef PRE AND ENTRANCE SECTION SHALL BE
? HAND TAMPED IN 4' LIFTS TO THE TOP OF THE EARTH BERM.
5 5. FOLLOW-UP INSPECTION AND ANY NEEDED MAINTENANCE SHALL BE PERFORMED AFTER
EACH STORM BY THE CONTRACTOR.
6. OUTLET PIPE SHOULD BE TAKEN OVER OR THROUGH ANY SILT FENCE. TAKING CARE
NOT TO VOID THE EFFECTIVENESS OF THE SILT FENCE
30.04
?E
f a MODIFIED PIPE SLOPE DRAIN

v EW-
A

ISOMETRIC VIEW
RIP RAP d WASHED STO
FILTER BERM
(CMLD STD 30.12)-

EARTH BERM
r.
FLOW
#5 WASHED STONE
y
B 0
2'-0' MIN. A A
} .. a
SPILLWAY CREST 1
-f5 WASHED STONE
U FLOW
RIP RAP VV?? __ 10
H B PLAN
O? m ? t nn?
Q ? ? O jn'UyN
(SPILLWAY) C. tnn?oo
MIN 2/3 STREAM WIDTH xa?nr
omo'
G ma?a°
SECTION B-B
u rya 1' MIN. BROW LOWEST
30.10 BANK LEVEL (MIN)
H = LOWEST BANK LEVEL - 1 FOOT
CLASS I
SECTION A-A RIPRAP
2 TEMPORARY ROCK CHECK DAM
ECD-1
STEEL POST
B MAX
WIRE FENCING 13 GAUGE LIX MIDDLE
AND VERTICAL WIRES ..
10 GAUGE MIN. TOP AND
BCTTOM STRAND
WOVEN FILTER FABPIC.
SEDIMENT PIT
1

GENERAL NOTES, 1. FILTER FABRIC FENCE SHALL BE A MINIMUM OF 32' IN WIDTH AND
SHALL HAVE A MINIMUM OF 6 LINE WIRES WITH 12' STAY SPACING.
2. WOVEN FILTER FABRIC BE USED WHERE SILT FENCE IS TO REMAIN
FOR A PERIOD OF MORE THAN 30 DAYS.
3. STEEL POSTS SHALL BE 5'-0' IN HEIGHT AND BE OF THE
SELF-FASTENER ANGLE STEM TYPE.
4. WIRE FENCING SHALL BE AT LEAST 10 GAGE WITH A MINIMUM OF 6 LINE
WIRES WITH 12 STAY SPACING.
5. TURN SILT FENCE UPSLOPE AT ENDS.
6. WIRE MESH SHALL BE MINIMUM 12 1/2 CACE WITH MAXIMUM 12' OPENINGS.
7. WIRE AND WASHED STONE WILL BE REQUIRED AND NOTED ON PUNS WHEN:
A AT TDE OF SLOPES GREATER THAN 10 FEET VERTICAL (2:1 SIDE SLOPES
OR STEEPER).
8. ALONG WATER COURSES.
C. AT DENUDED LIMITS WHERE A REOUIRCD UNDISTURBED BUFFER IS 50
FEET OR LESS AWAY.
S. ORANGE SAFETY FENCE IS REQUIRED AT BACK OF SILT FENCE (WITHIN 5 FT.)
WHEN GRADING IS ADJACENT TO SWIM BUFFERS OR WETLANDS (REFER TO SWIM
BUFFER GUIDELINES).
MAINTENANCE NOTES: 1. FILTER BARRIERS SHALL BE INSPECTED BY THE CONTRACTOR IMMEDLATELY AFTER
EACH RAINFALL ANO AT LEAST DAILY DURING PROLONGED RAINFALL ANY REPAIRS
NEEDED SHALL BE MADE IMMEDIATELY.
2 SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTNE PRIOR TO THE END
OF THE EXPECTED USABLE LIFE AND THE BARRIER STILL IS NECESSARY, THE
FABRIC SHALL BE REPLACED PROMPTLY.
3. SEDIMENT DEPOSITS SHOULD BE REMOVED WHEN DEPOSITS REACH APPROX.
HALF THE HFICVHT OF THE RARRIFR ANY SEDIMFNT DEPOSITS REMAINING IN PLACE
AFTER THE SILT FENCE IS REMOVED SHALL BE DRESSED TO CONFORM TO THE
EXISRNC CRACE, PREPARED AND SEECED.
-STEEL POST
Y,TRE FENCING
FILTER FAERIO
m
0
ANCHOR SKIRT 6' MINIMUM
i
STEEL OR WOOD POST
FILTER FABRIC
IN LIEU OF BUR..NG SKIRT, 6':
OF #5 WASHED STONE MAY BE
USED OVER TURNDOWN.
ANCHOR SKIRT 6' MIN.
30.06
n TEMPORARY SILT FENCE
cD- FOR HIGH RISK AREAS
PRELIMINARY
r??IEE
bx s r'p
C
?a
a
i`
O
O
0
z
z
C Co ?o
F u r
x <
i?
80
°o m
ig u=G ?P
° °
a
0
?I
4
A ZVW
a 0 A
V, u
?61?
0
NOTE:
USE CLASS B STONE FOR STRUCTURAL STONE AND PAY FOR AT THE CONTRACT
UNIT PRICE PER TON STONE FOR EROSION CONTROL, CLASS B.
USE NO. 5 OR NO. 57 STONE FOR SEDIMENT CONTROL AND PAY FOR AT THE CONTRACT
UNIT PRICE PER TON SEDIMENT CONTROL STONE
CONSTRUCT DAM A MAXIMUM D-- 1 FT. ABOVE NORMAL FLOP! DEPTH.
SEDIMENT CONTROL STONE
2
STRUCTURAL STONE FLOW
^ <
PO H
O H 1'-B' MIN, S MAX
CROSS SECTION
1636.01
5 ROCK SILT SCREEN
CD-
FLOW
A
TOP VIE11
TOP OF BANK
H ^}' { TOP OF BANK
H • 1'-6' MIN, 3' MAX
FRONT VIEW
15 WASHED STONE
SILT FENCE \ I /
STORAGE AREA
i
CATCH BAST
O.-NEPAL NO :
1. SEDIMENT SHALL BE REMOVED AND TRAP RESTORED TO ITS
ORIG:NAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO
1/2 THE DESIGN DEPTH OF THE TRAP.
2. REMOVED SEDIMENT SHALL BE DEPOSITED IN A SUITABLE AREA
AND IN SUCH A MANNER THAT IT WILL NOT ERODE.
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
MANNER THAT EROSION AND WATER POLLUTTON ARE MINIMIZED.
5. THE SEDIMENT TRAP SHALL RE REMOVED AND THE AREA
\ STABILIZED WHEN THE DRAINAGE BASIN HAS BEEN PROPERLY
STABIUZEO.
6. SILT FENCE INSTALLATION SHALL BE IN ACCORDANCE WITH CMLD
STD. NO. 30.05 OR NCDOT STD. 1605.01.
/ I 1
PLAN VIEW
qoW 6'
12 MIN. 5
t:
FENCE
2.' --- 85 WASHED STONE
1 "a ri?_a
F I FILTER FABRIC SKIRT
IN 6 OF F5 STONE
M30,09
SECTION A-A
SILT FENCE STORM INLET SEDIMENT TRAP
cD-
STREET
SOIL STABIUZATION FABRIC
UNDER STONE
t0 gS?rl`ej Kid m
NQTES:
1. A STABIUZED ENTRANCE PAD OF 2' TO 3' WASHED STONE SHALL BE LOCATED WHERE TRAFFIC WILL ENTER OR
LEAVE THE CONSTRUCTION SITE ONTO A PUBLIC STREET.
2. FILTER FABRIC OR COMPACTED CRUSHER RUN STONE MAY BE USED AS A BASE FOR THE CONSTRUCTION
ENTRANCE
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
STONE AS CONDITIONS WARRANT AND REPAIR OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT.
4. ANY SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO PUBLIC STP,FETS MUST BE RELIOVED
IMMEDIATELY.
5. WHEN APPROPRIATE, WHEELS MUST BE CLEANED TO REMOVE SFDIMENT 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. NO. 30.119.
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.
LL?4-0 SID i=
30.11A 2 STABILIZED CONSTRUCTION ENTRANCE
cD-
SLOPE
2' MIN
N4111SH GRADE
OROUIyp
? WINK Wt?nA'„ i'.
L/J `WIDTH AND
DEPTH TO DE DESIGNED
2' BY ENGINEER (1' MIN)
30.05
BERM
NOTES:
1. DITCH SHOULD HAVE LONGITUDINAL
1 TEMPORARY SILT DITCH SLOPE OF iz
CD- 2. SILT FENCE MAY BE REQUIRED BEHIND BERM.
PRELIMINARY .-
r
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ii
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O
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O
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?y
I
u o
i o u i o 0
K
a
0
z
?A pE
O ,A
w7 EQ
C
:a
AIo
PLUG ISLAND WITH PANICUM
HEMITOMON (-DFNCAN'Q
TOP OF 6UIID TO BE SR
0.25' ABOVE NORMAL POOL
0ST
RP RAP - 9' TO .:.
18' IN DAMETER
BOTTOM OF IS - It Ix
FOND, R1FR? . .? - - -.- -
DREDGING
Fl9iC -?
TYPE 2
CT
DORY E
+57 SIDNE
IAR
NCDOT SF.rn 1056
5 VEGETATED ISLAND DETAIL
D1 RJR
J'
2' COVER
3 WALL SECT10N - STRUCTURE HW1
D1 SCALE: 1/2' - 1•
I u°.roinwx cur owiu /..7 -,AST
RCBC
NORMAL moL 661.67__Q_ ul
11 0
IT O A9
?UJA?n9iAM Y . Ns .64 - - - - ?
1 ELEVATION - 4X31 CULVERT ENDWALL
D1 STRUCTURE HW1 SUALE. 1/2• - P
NVfi[
1. AORTAE OONTS SHALL BE 1/2' THNX.

.b

I M "'

Ci
P. -
J?T © N
..
C v n P
L16 nolY

?
L 0 on?<n
V N?ZOI

n
? ? Z0,°,
0
Imam
O .u
°
O
aural:

?f
s-.l I I
CHAMFER AT
EXPOSED EDGES
2. ALL CONCRETE TO BE 4000 P.SL COMPRESSME SMENGTH. CUSS 'A' UNLESS OPIE WSE NOTED.
3. ALL CONCRETE I6.NFORONG STEEL SNVL BE GRACE 60.
4. ALL DP ACE STRUCTURES OVER 3-6' IN DEPTH SHALL BE PROVIDED WITH STUS E-0' ON CENTERS. STEPS SHALL BE N ACCORDANCE WITH RCDO1 SITE.
S CONCRETE BRICK MAY BE USED M LID OF HARD CCMMON CLAY BRICK
5. JUN BRICK BULL JE RERMRRL
'
7. FOR W-O' N 1H1GW OR LESS USE 6 WALL OVER 6'-0' N HEIGHT USE IT WALL TO 6-0' FROM TOP OF WALL AND 6' WALL MR THE REMA14M W-0
IL ALL EXPOSED CORNERS SHALL BE CHWFEHED 1'.
9. All EXPOSED JON TS WILL BE "CAVE TOOLED.
la ALL PIPE IN STORM DEAN STRUCTURE SHAL IF S11RKK EVEN WIN THE N DE WALL GROJTID AND BRU llm SMOOTH.
It. ALL DNENSIDNS REATN'C TO PLACEMENT OF RENFORCNG SRO. ARE TO CENTERS OF BARS.
IZ FORMS ARE TO BE USED FOR CONSOICTOJ OF THE EDITION SLAB.
FEE]
?J
O
O
P
h
z ?
Y ?a
.F
a t
n ?
U O
D ?
h
F
N
? A 4
y
a A

BACIOTLL RUNES WTH SANDY LOAM
ELEV = 661.92
i-7'DUA WSP
HOLE (PER WING)
CENTERED
HORIZONTALLY Cr
ABOVE FLOW IMF
ROUGHEN CONCPETE AT
CONSTRU.'RCN UD,w
if THIO
SOIL CAP
/4 HORIZONTAL BARS u
6 B' ON GETTER
-14 VEt11^JC BARS
D 6 ON CENTER
.N DIAGOtlAL BARS
• ST ON CENTER
2' COVER
/ V
' 659 TO 660
e4 BARS 0 6' ON CENTER
2 CDVER ?. IS BARS R7 FD AS
REMRED TO SiAB6IIE
TIN
AND IFVEL FOO
G
Y-f
4 WING SECTION - STRUCTURE HW1
Di sC?IE 1/z. a 1.
3/4' CHAMFER
AT ALL EXPOSED
1D• 2 H
BARS
EDGES. CgJ_UDL

'
'4' Ell ANC4O16 •
IS* oN CENTEA F61H . ..:
>
EM9TDWENi N
TOP 9J9
°C ROW OIPELT oN
?-
1'XS' PREG57
RCBC
04 ANCNC'I BARS a 6 CM
ANOIOR BARS ARE
QN1FR.
CONTINUOUS INTO BE CPO" C7OUTED INTO FA
1S. TWICAL At
ACES 9' CF ClAlERT BOTTOM LAA
ANCHOR BAR HOLES MI?YBE f
FABWGRD BY PRcC,_,T "m
MANUFA^M _

/
,O

a 031 STABRZATION
.

SONE 6 3/4' CIAWER 16
DEEP
MM.
AT ALL WCSEB
IPRELIMINARYI
?a
r
y
{
Rg?
z
L
i
F
a
Y X r ALL%14UM
BARS OVER ENDS OF
rtur. F:EV . 667.00
1
6' X (' ALVMM'JM
BAR E1FV - 665.00 ,E
--VAL\L-SRMi?CUa)-S'
6•X18 X{
'ALUMNUN ANGLE
FRAME YECNANRCA
DP RETAIN
C LAND W/
I VALVE STEM
JIIIVA III- vux STEM C7JMFS
10 FRONT - RISER TRASH GUARD
D2 SCALE: 3/B' - I-
3' X r ALUWNJM
BARS OVER ENDS OF\
C04S MTCIN ANT
To 1/4' ANPu TIA[ I
BARS SKULL EXTEND
12' ABOVE CONSTRUC
` EIFY 68650 7 WALL COLLAR DETAIL - 48" MJ X PE DIP WALL COLLAR
DL SCALE: 3/8'
6' M { AilA!MIAI
BARS EIFY • 665A0 ,E
7 -vuK-si?u-4T701DE
6'X1?X{ N72
ACU0NU4 ANISE
ERNE ?THE BOTTOM SLAB 94ALL BE CAST ON A 14' X 14'
X 6' "MADE CONStSTNO 6 FLMABL AL
ADanO1AL DETiH 9WL BE PACKIAlED MTH T57 µ DOWEL BARS
WASMCO 5704 157 (GRACE 60) 6' UC.
VALVE STEM
1C05ER ? ly"covER f N BARS (acADE
VALVE STEM 0MCS 60) 6• CC BOTH
I RI wA1S
T t
10 SIDE - RISER TRASH GUARD A4 BARS (GRADE
60) ET .F BO-,H
D2 SCALE 3/8' - 1' wA s
L'?R 1T -
r ,2-0•
HNSMSO FV O FOR ARANCCESS, 6 BOTTOM SLAB - 6' X 6' RFNFORCED CONCRETE RISER
H
SP:LLWAT RISER
STEPS
NNOTS

D2 SCALE: 318'
X 6' STAIILESS
TER BMTS E? LED
MTO 96ER FOR
TRASH "Al
ATTACHMENT
ALL E)POSM
r XIT X{ IT CO TO BE
ALIIMMIM ANGLE cHAvrERcD
FRAME
-- BAR OTSET Y TO
AVOO VALVE STEM.
VALVE STEM r?l
I/ I I ' V
T
9 PLAN - RISER TRASH GUARD
D2 SCAM 3/B - Y
rIN P68101 DIA
C0NCRE2 ANC1gR WTH
r 0A BOLT AM
d• DIA HOLE MASHER.
i ELEV - 663A0
EIEV - 661.67
YxrALu-
8 \WEIR INLrT TRASH GUARD
D2 SCALE: 3/8' = r
NoTm-
1. TOP WEIR IS 4 FEET WOE. ON ALL 4 $ DES
2 BOTTM HEIR 15 4 FEET WOE CN 3 90'5
AND 2 FEET WOE DN ONE SIDE
S RJR STRUCTURE SHALL SE FASPa'ED TO A
B'XS'X1Y CONCPETE SLAB TO P?--4EI1T
FLOATATION.
CONSTRUCnRI d0'N
TO 1/4' AMPLITUDE
5
D2 J ANn-ROATAnON
UB
WALL
DIP WALL
AR
BARS
O.C.
D
E 60)
POND WATER
SURFACE ELEVATION
(NORMAL POOL) V SLAB

4 ISOMETRIC-6'X6' RISER
D2 SCALE: NTS
ST[.PS STEPS -
NCDOT SPS NCDOT STC
810.66 640.66
1_p 01•-Y
----.? SPAONC 01'-Y
SPACNG
D
L 1•-I
rY CLEAR
1Y AND A6' CP
WALL cou1
µ BARS AROUND
WE OPENING
(MONT AND BADE)
PC3S0

,,C

D IP STEPS

or

'-D'
1
r-Ir 2
D2

4•-0'
1'-6'
-
I ?
3
D2
1 PLAN-6'X6' RISER
D2 SCALE 3/8' - 1'
At -FLOATA'T01
1Y
SLAB
7'-6• 6
t2'-D• t2'-0'
PRvVDE CLEARANCE M M--:j
OF SLAB T AC=MODDN AT 2 SIDE-6'X6' RISER
5 WALL SECTION - 6' X 6' REINFORCED CONCRETE RISER 3 SIDE-6'X6' RISER O ? AL DO NZC A E
SCALE 3/8' - 1' D7. SCALE 3/8' - 1' WALL COLLAR 02 SCALE: 3/8' - 1'
D2

r
tn
a
o
75
.. n
.. v P <
? (art Nqm
q q E "m
O ;no'u"i
n
n ? P
I?oEn

?y7

3 N
VALVE STEM CODE
?'B614D=- ?S??Fw1
FIFY ? 66].11
N7 ELEV 651.67 4-
a
NAVE STEM cuO"
II
A, n
?1Y s?
z
7 e ? G r ?
o W
' I F r
O V o m ¢
? U ? 0 0
BEY. 63100 ? ¢ ? U :•
T f?
-BRICK COLUMN UWER VALVE BCOT TO SJPPOAT p
VALVE
F]FV - tl5000 ,?
F
TA CA
-PRELIMINARY
a A
N
N A `o
e
1
1
1
1
t
If
DEL
J
03 °
1

J
10 6'-8"x3'-0" BRICK DROP INLET 012 7 5'-8"x3'-O" BRICK DROP INLET 0-1-3)(D-1-5)
D3 -11 3/8- - 1- DEL EMVA'IM 3/5' - Y
• RA ME ! CRATE TCP EIEY. - 665.90 FRAME (NMOT ! 510. GRATE °40.16)
(NCDOi 570. 54016) -- D13 .666.85 ---- '4 BARS (GRADE 60)
p5 • 6RT0 6' 0.C 60M NA1S

44 00%U- BARS AT
G
60 7-D'
AAB
YY EiEY. ` 46e p-0• 1' roAVR

T P DR RAB
RADE
)
1d D.C. ( - 0
DEL Rxo
COYER
COVER
DRAMA GE STRUCTURE
STEPS O V-Y O.G
(NCDOT 510. 840.66)-
1- - GROUT FLOW PAIN
FROM INVERTS Of
16' RCP PIPES TO HAUNCH!
4X3' RCBC - -
At gLP
u-
2 CCVER
n B PLAIN CO
NICS TE TYR
4WAYS

BD x

P--
.

ea A u
TGm r_A
L, 6G
EL waT 661x6
.. •,

W-10, • ?,.,. 1h' COVER
D15 6
T.
•?
1. DOYCS BANS SMALL BE NO. 4 BARS AND SHALL RE FORUM x-°
NM A Zr RADIUS AND SHALL HAVE TANGENT LEGS OF IZ%
11 6'-8"x3'-0" BRICK DROP INLET DI2 8 5'-8 x3'-0" BRICK DROP INLET DI 0I5
DEL BEVA PN 3/e• - I' DEL FT:oM 31e' - P
A-- k MATE(NCDOT
FM FRAME k CRATE
640.16) (NLPOT SM. 64616)
- - -
- - ?/ BARS (GRAD[ 60) ?
I' COVER .
l 3.-0'

µ DC%EL BARS AT RAMAM STRJCTURE
*
10. OG (GRACE 60) STEPS 0 V-2
O.C.
-J (NCDOT SID. MBS)
. C I" COVER
W i ^ GROUT FLOW PATH
FS FROM DIVERT M INVERT

i N
w - F.DN
?'
4r
r05 BARS MADE 60)
42• RM AT 6' M BOTH NAYS
6. Ar 1 4X3' RM'

- - l G B01H NAK
6' O
04 OO%FL BAT
3

e•T
I
4Y POP RCP

s
T.
Ix, COVER 1' S-4' CONLPEM
f BOTMM SLAB
12 6'-8"x3'-0" BRRICK DROP INLET DI2 9 5'-8"x3'-0" BRICK DROP INLET DI
DEL E EYA nN 3/3'. 1' DEL F NA RN 7 8 - 1'
1. MORTAR JOINTS SHALL BE 1/2- THICK.
2. ALL CONCRETE TO ES 4000 P.S.I. COMPRESSRE STRENGTH, CUSS -A' UNLESS OT14ERMSE NCM.
3. ALL CONCRETE REINFORCING STEEL SHALL BE GRADE 60,
4. All DRAINAGE STRUDNRES OVER 3'-6' IN DEPTH SHALL BE PRIDV= WITH STEPS 1'-2. ON CENTERS. STEPS SHALL BE IN ACCORDANCE KTM N-„ DOT STD. 840.66.
5. CONCRETE BRICK MAY BE USED AN-LIEU OF HARD COMMON CLAY BRICK
6. JLLI,90 BRICK WILL BE PERMTT2.
7. FOR 8'-0' M HEIGHT OR LESS USE 8- WALL OVER 8'-0' M HEIGHT USE 12' WALL TD 6-0' FROM TOP OF WALL. AND 8' WALL FOR THE REMAINING 6•-0'.
8. ALL EKPCSEO CORNERS SHALL LL CHAMFERED 1'.
9. ALL ERPCSED JOINTS WILL BE CONCAVE TOOLED.
10. ALL PIPE N STORM DRAIN STRUCLR_ SHALL BE STRUCK EVEN WITH THE INSIDE WALL. GROUTED AND BRUSHED SMOOTH.
11. ALL DIAF,ASKNS RELATIVE TO PLACEMENT, OF RONFORCNG STEEL ARE TO CENTERS OF BARS
12. FORMS ARE TO BE USED FOR CONSTRUGIION OF THE B0TT0M SUB.
6
03

6_TYR.
J
3
JI^?1
it
e' -
? io I
DEL ° w° I"
I I.
3B

® s ~
r

N

F
m n
.. V N v
?E
`r
m
l
ov=a
? =oa a
o
o
Cl maoa?
r4_'?5'-8°x3'-0" BRICK DROP INLET DI6 1 5'-0"x3'-0" BRICK DROP INLET DI6A DI6B ?I'''
DEL PLAN 319' - V - D 2 PLAN 3/E . 1'
`1 FRAME k GRATE r ?'{
FR
dry. 674.711 AAE !MAZE TO- N. (AmOT S 6 ! O.C BOTH WAYS
1<`n 640.16) 16O .- 676.60
- _ _ - MroM GR f4 BAPS (GRADE 60) 06. 67860 N BARS GRADE fi0
6. O.C BO7H WAYS 1' COYER 2'-d
2-c
c,,q
C!6 -
70^ D' S',Ae - b 61/97
D1
b 61 61 p168 - - 676.97 -
1' COVER 4' 1' COVER -
DRAINAGE STRUCTURE °• °•
DRAMA GE STRUCTURE STEPS 01'-2' D.C.
STEPS O 1'-2' C.G 4' B• (NCCOT STD. 840.66) -
(Nro^T SID. 640.66 _ i
GROIi ROW PATH i 3 GROUT ROW PATH
INVERTS OF ?b FROM INVERTS OF
FROM
PIPES TO HALNCHES PIPES M HAUYKS - -
1\ ;2f ' I
AY RLR
HAM COICREIE TYR.. PINM CONCPEIF
BOTTOM SUB
BO?
?LAO .
Li6 3s
MV. GUI. - ma . 671.a7
E66.P0
FT_8-?1 Ji v.
e ?T z4 3
2'-B'
4 a "n
r _S] 5'-8"x3'-0" BRICK DROP INLET DI6 21 5'-0 x3'-0" BRICK DROP INLET DI6A 01613
?
DEL FRONT 3/E• - ,' FRONT
FRAME k MATE FRAME ! CRATE
NMOT SID. 840.16 (NCDOT SM. 840.16)
3'-d
7-O ?•c O
lit
b
B'T ?- T
1 0
4? I ?k ? n B
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550E. I'VESTINGHOUSE BLVD.
CHARLOTTE. NC 28273-5774
i W OFFICE: 704-527-1177
Carolina Wetland Services FAX: [phone] _
U?V?VCWS-I, C.NET `!
Pre-Construction Notification Pursuant to
Nationwide Permit Number 3
Lake Mist Storm Drainage Improvement Project
Charlotte, North Carolina
City Project Nos. 671-04-700 and 671-04-709
US Infrastructure Project No. 030213
Carolina Wetland Services Project No. 2005-1034
August 18, 2005
Prepared For:
Charlotte Storm Water Services
600 East Fourth Street
Charlotte, North Carolina 28202
[phone]
Prepared By:
Carolina Wetland Services, Inc.
550 East Westinghouse Boulevard
Charlotte, North Carolina 28273
[phone]

CHARLOTTE, NC - CHAPEL BILL, NC - COLUMBIA, SC
Lake Mist Storm Drainage Improvement Project August 18, 2005
Nationwide Permit Number 3 Application and Request for Verification CWS Project No. 2005-1034
Table of Contents
Executive Summary ................................................................................................................................. 2
Existing Conditions ................................................................................................................................. 3
Current Land Use ................................................................................................................................. 3
Jurisdictional Delineation .................................................................................................................... 3
Cultural Resources ............................................................................................................................... 5
Protected Species ................................................................................................................................. 5
Purpose and Need for the Project ............................................................................................................ 5
Avoidance and Minimization .................................................................................................................. 6
Proposed Impacts to Jurisdictional Waters 6
..............................................................................................
Compensatory Mitigation .......................
7
List of Attachments
Attachment A - Figure 1. USGS Site Location Map
Attachment A - Figure 2. NRCS Soil Survey
Attachment A - Figure 3. Approximate Jurisdictional Boundary Field Map
_ Attachment B - Pre-Construction Notification Pursuant to Nationwide Permit Number 3
Attachment C - Request for Jurisdictional Determination Form
Attachment D - Routine On-Site Data Forms
Attachment E - NCDWQ Stream Classification Forms
Attachment F - USACE Stream Quality Assessment Worksheets
' Attachment G - Representative Photographs
Attachment H - Agency Correspondence
Attachment I - Construction Plans
1
Lake Mist Storm Drainage Improvement Project August 18, 2005
Nationwide Permit Number 3 Application and Request for Verification CWS Project No. 2005-1034
Executive Summary
' The Lake Mist Storm Drainage Improvement Project is located at the intersection of Old Pineville
Road and Archdale Drive in south Charlotte, North Carolina (Attachment A - Figures 1 and 2). The
' purposes of the proposed activities are to upgrade existing stormwater drainage infrastructure and
improve the integrity and function of the Lake Mist dam. US Infrastructure of Carolina, Inc. (USI)
has contracted Carolina Wetland Services, Inc. (CWS) to provide Section 404/401 (of the Clean
Water act) permitting services for this Charlotte Storm Water Services (CSWS) project.
The results of the on-site field investigation conducted by CWS indicate that there are two
jurisdictional streams (Streams A and B) and one open water pond (Pond A) located within the
project area (Attachment A - Figure 3). Proposed impacts include approximately 197 linear feet
(0.01 acre) of Unimportant Intermittent stream channel (Streams A and B) and 0.04 acre of open
' waters (Pond A).
On behalf of CSWS, CWS is submitting a Pre-Construction Notification with attachments in
' accordance with Nationwide Permit General Condition Number 13, and pursuant to Nationwide
Permit Number 3 (Attachment B). In addition, CWS is requesting written verification from the U.S.
Army Corps of Engineers of the extent of jurisdictional features on the subject project
(Attachment C).

Lake Mist Storm Drainage Improvement Project August 18, 2005
Nationwide Permit Number 3 Application and Request for Verification CWS Project No. 2005-1034
Existing Conditions
The Lake Mist Storm Drainage Improvement Project is located at the intersection of Old Pineville
Road and Archdale Drive in south Charlotte, North Carolina (Attachment A - Figures 1 and 2). The
project area is generally bordered to the north by Archdale Drive, to the east by the Southern railroad
track, and to the south by Pineville Point Avenue (Attachment A - Figures 1 and 2). This project is
associated with the proposed South Corridor light rail line.
Current Land Use
The current land use for the project area is residential and commercial. Dominant vegetation within
the project area consists of sycamore (Platanus occidentalis), Chinese privet (Ligustrum sinense), red
elm (Ulmus rubra), black willow (Salix nigra), and grass (Festuca sp.). According to the Soil Survey
of Mecklenburg County', on-site soils consist of Cecil sandy clay loams (CeD2) and Cecil-Urban
land complex (CuB) (Attachment A - Figure 2). Cecil soils are typically found in upland areas and
along slopes. They are well drained and have moderate permeability.
Jurisdictional Delineation
On December 16, 2003 and June 3, 2004, CWS's Isaac Hinson, Andrea Hughes, and Kip Kerecman
delineated potential on-site jurisdictional waters of the U.S 2 within the project area 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.3 No wetland areas were observed
within the project limits. Routine On-Site Data Forms representative of non jurisdictional upland
areas are included (Attachment D). Jurisdictional waters of the U.S. were classified according to
recent North Carolina Division of Water Quality (NCDWQ)4 and USACE guidance. NCDWQ
Stream Classification Forms and USACE Stream Quality Assessment Worksheets representative of
the on-site streams are included (Attachments E and F).
The results of the on-site field investigation conducted by CWS indicate that there are two
jurisdictional streams (Streams A and B) and one open water pond (Pond A) located within the
I United States Department of Agriculture, 1980. Soil Survey of Mecklenburg County, North Carolina
2 "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.
3 Environmental Laboratory. 1987. "Corps of Engineers Wetlands Delineation Manual," Technical Report Y-87-1, US Army Engineer
Waterways Experiment Station, Vicksburg, Mississippi.
4 North Carolina Division of Water Quality, 1999. Stream Classification Method. Version 2.0.
3
' Lake Mist Storm Drainage Improvement Project August 18, 2005
Nationwide Permit Number 3 Application and Request for Verification CWS Project No. 2005-1034
project area (Attachment A- Figure 3). On-Site jurisdictional waters are unnamed tributaries to
Kings Branch. Kings Branch is part of the Catawba River basin (HU# 03050103)5 and is rated
"Class C Waters" by the NCDWQ. CWS is requesting written verification from the U.S. Army
' Corps of Engineers of the extent of jurisdictional features on the subject project (Attachment C).
t Stream A emanates from a stormwater pipe and flows southwest across the project area for
approximately 37 linear feet before it enters into another stormwater pipe under Lake Mist Drive
(Attachment A - Figure 3). Stream A was evaluated to be Unimportant Intermittent and exhibited no
flow, weak sinuosity, and a 3-foot bankfull width. Sampling within pooled areas yielded only one
aquatic worm (Attachments C and D - SCP1). This stream channel scored 23.5 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. A photograph of Unimportant Intermittent Stream
A is included as Attachment G - Photograph A.
' Stream B generally flows south for approximately 160 linear feet from the dam of Pond A to the pipe
system under Pineville Point Avenue (Attachment A - Figure 3). Stream B was evaluated to be
Unimportant Intermittent and exhibited no flow, weak sinuosity, and a 3 -foot bankfull width
' (Attachments C and D - SCP2). Stream B scored 19.25 out of a possible 71 points on the NCDWQ
Stream Classification Form and 26 out of a possible 100 points on the USACE Stream Quality
' Assessment Worksheet. Photographs of Unimportant Intermittent Stream B are included as
Attachment G - Photographs B and C.
' One jurisdictional open water area lies within the project limits (Pond A). Pond A has a normal pool
surface area of 2.25 acres. Pond A is contiguous with Streams A and B. This pond has a relatively
' natural shoreline and is jurisdictional based on the presence of a surface water connection to Stream
B. A photograph of Pond A has been included as Attachment G - Photograph D.
I 5 "HU#" is the Hydrologic Unit Code. U.S. Geological Survey, 1974. Hydrologic Unit Map, State of North Carolina,
4
Lake Mist Storm Drainage Improvement Project August 18, 2005
Nationwide Permit Number 3 Application and Request for Verification CWS Project No. 2005-1034
Agency Correspondence
Cultural Resources
A letter was forwarded to the North Carolina State Historic Preservation Office (NCSHPO) on May
17, 2005 requesting a determination of the presence of any areas of architectural, historic, or
archaeological significance that would be affected by the project. Correspondence from NCSHPO
dated June 6, 2005 indicates that are "no known historic resources which would be affected by the
project" (Attachment H).
Protected Species
A letter was forwarded to the North Carolina Natural Heritage Program (NCNHP) on May 17, 2005
requesting a determination of the presence of any known federally-listed, candidate endangered,
threatened species or critical habitat located within the project area. Correspondence from NCNHP
dated June 1, 2005 states that the agency has "no record of rare species, significant natural
communities, or priority natural areas at the site nor within a mile of the project area"
(Attachment H).
Purpose and Need for the Project
The primary goals of this project are to upgrade existing storm water drainage infrastructure and
improve the integrity and function of the Lake Mist dam (located on Pond A). Infrastructure
improvements include new pipes and drop inlets to reduce residential yard flooding and meet current
City of Charlotte standards. The proposed reconstruction of the Lake Mist dam includes a riser-type
spillway designed to convey runoff from the 100-yr storm event and a vegetated emergency spillway.
It was determined that the dam is comprised of poor soil material and must be rebuilt to safely
accommodate this upgrade. The dam is less than 15 feet tall. Preliminary discussions with the Dam
Safety Section of the North Carolina Department of Environmental and Natural Resources
(NCDENR) indicates that the embankment is most likely considered a "low hazard" embankment.
5
' Lake Mist Storm Drainage Improvement Project August 18, 2005
Nationwide Permit Number 3 Application and Request for Verification CWS Project No. 2005-1034
Avoidance and Minimization
' The currant design minimizes imp ? acts to jurisdictional waters as well as costs and flooding incidents
' while maximizing hydraulic efficiency within the drainage system. Proper sediment and erosion control
measures will be used to minimize disturbances to downstream waters during construction. All
' construction activities will be done after the pond is drained and will take place in the "dry" to
reduce sedimentation of downstream waters. Waters that currently feed into the pond will be routed
' temporarily around the construction area until construction is complete. No "live" concrete will be
allowed to come into contact with jurisdictional waters during the construction of this project.
' Proposed Impacts to jurisdictional Waters
' Proposed On behalf of CSWS, CWS is submitting a Pre-Construction Notification application with
attachments in accordance with Nationwide Permit General Condition Number 13, and pursuant to
' Nationwide Permit Number 3. The proposed construction plans and details are included as
Attachment I.
In order to prevent flooding of the adjacent condominium community (Carriage House Condos) and
improve the system hydraulics, the culvert under Lake Mist Drive will be directly connected to the
' pipe system upstream of Stream A (Attachment I - Sheet 4). As a result, water flow will be diverted
from Stream A and approximately 37 linear feet will be impacted. Avoiding impacts to Stream A
would require that the culvert under Lake Mist Drive and the downstream pipe system be enlarged in
order to avoid residential yard flooding in this area. Approximately 160 linear feet of Stream B will
i be impacted by contour changes associated with the reconstruction of the Lake Mist dam
(Attachment I - Sheet 2).
Approximately 0.04 acre of Pond A will be impacted through the construction of three vegetated
islands that will be built at the downstream end of the Lake Mist Drive culvert (Attachment I - Sheet
3). The islands will reduce the velocity of the influent and provide a longer flow path, allowing
sediments to be removed. The islands also provide additional water quality benefits by filtering the
influent through plantings. Temporary impacts to Pond A are associated with the draining of the
pond and rebuilding of the earthen dam. The replacement of poor soil materials in the existing dam
is necessary for public safety and to meet current City of Charlotte standards. A new primary riser-
6
Lake Mist Storm Drainage Improvement Project August 18, 2005
Nationwide Permit Number 3 Application and Request for Verification CWS Project No. 2005-1034
type spillway and vegetated emergency spillway will also be constructed. The riser-type spillway is
designed to accommodate a 100-year storm event. These features will not cause a change in the
normal pool surface area of 2.25 acres.
Compensatory Mitigation
Due to the minimal impacts and anticipated benefits to water quality and public safety associated
with this project, no mitigation is proposed for the Lake Mist Storm Drainage Improvement Project.
7
?I .
J
1 Old Pineville Rd=
Lakemist
Ln
Approximate Scale 1" = 2000'
Reference: USGS 7.5 Minute Topographic Map Series, Charlotte East and Charlotte West, NC, quadrangl
11Carolina Wetland Services
Cws 550 East Westinghouse Blvd.
127) Charlotte, North Carolina 28273
PREPARED BY DATE
Wicker Dr
dated 1991 and 1996 respectively.
Figure 1. USGS Site Location Map
Lake Mist Storm Drainage Improvement Project
Charlotte, North Carolina
CWS Project No. 2005-1034
CHECKED BY DATE
(0,r-4 0/1$?o a?
Scale 1" = 2000'
''I Carolina Wetland Services
?.-? 550 East Westinghouse Blvd.
...?..? Charlotte, North Carolina 28273
Figure 2. NRCS Soil Survey
Lake Mist Storm Drainage Improvements
Charlotte, North Carolina
CWS Project No. 2005-1034
I PREPARED BY i1i.?` I DATE 0 IZ? IU? I CHE61e4 ? "" V" S?G?
JURISDICTIONAL AREAS WERE APPROXIMATED IN THE FIELD BY CWS ON 12/18/03 AND
1
8/3/04. THESE AREAS HAVE NOT BEEN VERIFIED BY THE USACE.

l
,
Archd
f ale Or

r: i:

...
S
1
' Cherrycrest Ln .
.... .; 1 +. ....

Unimportant
Intermittent
Stream A
Lakemist Dr
sCP1
,
m
t
DP1 ( •

REFERENCES: STREET AND BUILDING GIB LAYERS PROVIDED BY MECKLENBURG COUNTY,
2003. ALL OTHER LAYERS CREATED BY CAROLINA WETLAND SERVICES, 2004.
LEGEND
PROJECT AREA
I JURISDICTIONAL STREAM CHANNEL
JURISDICTIONAL OPEN WATER POND
I DP1 DATA POINT LOCATION
•SCP1 STREAM CLASSIFICATION POINT
I PHOTO LOCATION AND DIRECTION

APPROXIMATE SCALE: 1 200'
Carolina Wetland Services
550 East Westinghouse Blvd.
Charlotte, North Carolina 28273
Lake Mist Storm Drainage Improvement Project
Figure 3. Approximate Jurisdictional Boundary Field Map
Charlotte, North Carolina
CWS Project No. 2005-1034
PREPARED BY DATE CHECKED BY DATE
ALH 5/17/05
PAYMENT
RECEIVED
_A L
Office Use Only: Form Version April
2001 2 0 0 5 1 5 3
USACE Action ID No. DWQ No.
If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A" rather than leaving
the space blank.
1. 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 No. 3
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 (NCWR? is ed,
(
mitigation of impacts (see section VIII - Mitigation), check here: ? 0
kl?
II. Applicant Information AU G 1 9 2005
L Owner/Applicant Information DEhR
Name: City of Charlotte Storm Water Services Contact: Mr. Damn Peine yystmgs Aw SIORW'4 l ;t ?RAT:CH
Mailing Address: 600 East Fourth Street
Charlotte North Carolina 28202
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: dpeine(i?ci 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:
Company Affiliation:
Mailing Address:
Telephone Number:
E-mail Address:
Fax Number:
Page 1 of 6
' III. Project Information
1. Name of project: Lake Mist Storm Drainage Improvement Project
' 2. T.I.P. Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): N/A (linear project)
4. Location
County: Mecklenburg Nearest Town: Charlotte
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers, landmarks, etc.): From downtown Charlotte, travel south on
South Boulevard to Archdale Drive (the crossroad south of Archdale Drive). Turn right onto Lake
Mist Drive The pond will be on your left hand side.
5. Site coordinates, if available (UTM or Lat/Long): N35°9'S" W80'52'47"
' (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 existing land use of the project area is residential and commercial.
7. Property size (acres): N/A linear tract)
8. Nearest body of water (stream/river/sound/ocean/lake):. UT to Kings Branch
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://h2o.enr.state.nc.us/admin/maps/.)
10. Describe the purpose of the proposed work. The purposes of this project are to upgrade stormwater
drainage infrastructure and improve the integrity and function of the Lake Mist dam.
11. List the type of equipment to be used to construct the project: A trackhoe and typical excavation
ee uipment will be used for this project
12. Describe the land use in the vicinity of this project: The land use surrounding the project is
residential industrial and commercial.
N. Prior Project History
There is no prior history for this site
V. Future Project Plans
There are no future project plans for this site
I Page 2 of 6
VI. Proposed Impacts to Waters of the United States/Waters of the State
Wetland Imnacts
Located within
Wetland Impact
Site Number
Type of Impact* Area of Impact
(acres) 100-year
Fooodplain** Distance to Nearest
Stream (linear feet)
Type of Wetland***
(indicate on map) es/no)
N/A
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, nu, excavanon,
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.fcma.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.)
List the total acreage (estimated) of existing wetlands on the property: N/A
Total area of wetland impact proposed: N/A
2. Stream Impacts, including all intermittent and perennial streams
Stream Impact Site
"Number
indicateon,ma)
Type of Impact* Length of
Impact
linear feet)
Stream Name** Average Width
of Stream
Before Impact Pereuniahor
Intermittent".
leasespecify)

Stream A fill 371f UT to Kings Branch 3' Unimportant Intermittent
Stream B fill 1601f UT to Kings Branch 3' Unimportant Intemmittent
List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap, dams (separately
list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain), stabilization activities (cement wall,
rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed{ plans and profiles showing the linear
footprint for both the original and relocated streams must be included.
** 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.mapquestcom, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 197 if (0.01 ac
3. Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any other Water
of the U.S. 0.04 '
Open Water Impact
Site Number
Type of Impact* Area of
Impact Name of Waterbody Type of Waterbody
(lake, pond, estuary, sound,
indicate on ma acres (if applicable) bay, ocean etc.
Pond A fill 0.04 UT to Kings Branch pond
List each impact separately and identify temporary impacts. Impacts include, but are not limited to: till,
excavation, dredging, flooding, drainage, bulkheads, etc.
4. 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
Page 3 of 6
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)
The proposed project is necessary to upgrade the existing stormwater drainage system to current City
of Charlotte standards and ensure the integrily and function of Lake Mist dam. The current design
minimizes impacts to jurisdictional waters as well as costs and flooding incidents while maximizing
hydraulic efficiency within the drainage system Proper sediment and erosion control measures will
be used to minimize disturbances to downstream waters during construction. All construction
activities will be done after the pond is drained and will take place in the "dry" to reduce
sedimentation of downstream waters Waters that currently feed into the pond will be routed
temporarily around the construction area until construction is complete. No "live" concrete will be
allowed to come into contact with jurisdictional waters during the construction of this project.
VIII. Mitigation
Due to the minimal impacts to jurisdictional waters and anticipated water quality and public safety
benefits no compensatory mitigation is being proposed for this project.
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.ne.us/wrp/index.htm. If use of the NCWRP is proposed, please check the
appropriate box on page three and provide the following information:
Amount of stream mitigation requested (linear feet): 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): NIA
IX. Environmental Documentation (DWQ Only)
Does the project involve an'expenditure of public funds or the use of public (federal/state/local) land?
Yes ® No ?
If yes, does the project require preparation of an environmental document pursuant to the requirements of
' the National or North Carolina Environmental Policy Act (NEPA/SEPA)? Note: If you are not sure
whether a NEPA/SEPA document is required, call the SEPA coordinator at [phone] to review
current thresholds for environmental documentation.
Yes. ? No r;l
E 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. .
Page 4 of 6
Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (DWQ Only)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to required state
and local buffers associated with the project. The applicant must also provide justification for these
impacts in Section VII above. All proposed impacts must be listed herein, and must be clearly
identifiable on the accompanying site plan. All buffers must be shown on a map, whether or not impacts
are proposed to the buffers. Correspondence from the DWQ Regional Office may be included as
appropriate. Photographs may also be included at the applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233 (Meuse), 15A
NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and Water Supply Buffer
Requirements), or other (please identify: )?
Yes ? No ® If you answered "yes", provide the following information:
' 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
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.
r 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
XIH. Violations (DWQ Only)
Page 5 of 6
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
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).
The embankment construction will occur duriniz the dry summer period The pond will be allowed to
refill during the fall and winter seasons.
4g tri 19, acs
Applicant/Agent's Signature Da e
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 6 of 6
REQUEST FOR JURISDICTIONAL DETERMINATION
DATE: Auizust 2.2005
COUNTY Mecklenburg County, North Carolina TOTAL ACREAGE OF TRACT linear project
PROJECT NAME (if applicable) Lake Mist Storm Drainage Improvement Project
I PROPERTY OWNER/APPLICANT (name, address and phone):
Charlotte Storm Water Services
POC: Mr. Darrin Peine, at [phone]
600 East Fourth Street
Charlotte North Carolina 28202-2844
NAME OF CONSULTANT, ENGINEER, DEVELOPER (if applicable):
1
STATUS OF PROJECT (check one):
( ) On-going site work'for development purposes
( X) Project in planning stages
(Type of project: stotmwater system improvement and dam reconstruction)
( ) No specific development planned at present
( ) Project already completed
(Type of project: 1
ADDITIONAL INFORMATION REQUIRED:
Check items submitted - forward as much information as is available. At a minimum, the following first two items must be
forwarded.
(X) USGS Site Location Map (Attachment A - Figure 1)
(X ) NRCS Soil Survey (Attachment A - Figure 2)
(X) Approximate Jurisdictional Boundary Field Map (Attachment A - Figure 3)
(X) Pre-Construction Notification Application - Nationwide Permit Number 3
I (X) Routine On-Site Data Forms
! (X) Stream Classification Forms
(X) Representative Photographs
(X ) Construction Plans (Attachment I)
? r
Signature of Property Owner or
Authorized Agent
I Mr. Darrin Peine
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Date: 12/16/03 USGS QUAD: Charlotte East and Charlotte West (NCI Longitude: W80a 52' 47.2" Latitude: N35* 9' 5.3"
Location/Directions: From downtown Charlotte, travel south on South Boulevard to Archdale Drive. Turn right onto Archdale Drive and continue to Old
Pineville Road. Turn left onto Old Pineville Road and travel for approximately 600 feet to Lake Mist Drive. The project area is located at the pond on Lake
Mist Drive.
'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 mare-made ditch and not a modified natural stream-this rating system should not he 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
Different From Surrounding Terrain? 0 1 ® 3
3) Are Natural Levees Present? 0 1 2 3
5) Is There An Active (Or Relic)
II. Hydrology Absent Weak Moderate Strong
1) Is There A Groundwater
Flow/Discharge Present? 0 2 3
PRIMAR YHYDROL OGY INDICA TOR POINTS: 1
ll 1. DIVIU
1 Are ibrou Roots Present In Streambed? US llt Y1 Calt
2 1 0
2 Are Rooted Plants Present In Streambed? 2 1 0
3 Is Peri h on Present? 2 3
4 Are Bivalves Present? 1 2 3
PRIMARYBIOLOGYINDICATOR POINTS-
6-Secondary Field Indicators: (Circle OueNumberPerLine)
1. Geomorphology
3) Does Topography Indicate A
Natural Drainage Way? 0 OK 1 1.5
SECONDARY GEOMORPHOLOGYINDICA TOR POINTS: 2
II. Hydrology Absent Weak Moderate Strong
1) Is This Year's (Or Last's) Leaflitter
4) Is Water In Channel And >48 Hrs. Since 0 0.5 ?If 1.5
Last Known Rain? (*NOTE. Il'Ditch Indicated In W Above Skip This Step And #5 Below*)
5) Is There Water In Channel During Dry 0 0®. 1 1.5
Conditions Or In Growing Season)?
6) Are Hvdric Soils Present In Sides Of Channel (Or In Headcut)? Yes=1.5 No (1
SECONDARYHYDROLOGYINDICATOR POINTS:_?
1LL. DLDIU
1 Are Fish Present? H USent "eaft
0.5 IYlUU rate auxin
1 1.5
2) Are Amphibians Present? 0.5 1 1.5
3 Are A ua icTu les Present? 0.5 1 1.5
4 Are Crayfish Present9 0.5 1 1,5
5) Are Macrobenthos Present? 0 0 1 1.5
6 Are Iron Oxidizin r Bacteria/Fun s resent? 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 Streantbed 2 1 0.75 0.5 0 0
As Noted Above Skin This SteD UNLESS SAV Present*).
SECONDARY BIOLOGYINDICA TOR POINTS: 0.5
NCDWO Stream Classification Form SCPI - Unimportant Intermittent Stream A
Project Name: Lake Mist Drive Storm Drainage Improvement Proiect River Basin: Catawba River County: Mecklenburg Evaluator(s):
DWQ Project Number. Nearest Named Stream: Kings Branch Signature(s):
)= 23.5 (If Greater Than Or Equal To 19 Points The Stream Is At Least Intermittent)
TOTAL POINTS (Primary + Secondary
(*NOTE: I1"Bed & Bank Caused By Ditching And WITHOUT SinnosiN Then Score=O*)
10) Is A 2°d Order Or Greater Channel (As Indicated
On Topo Map And/Or In Field) Present? Yes=3 NqA
PRIMARYGEOMORPHOLOGYINDICATOR POINTS: 11
NCDWO Stream Classification Form SCP2 - Unimportant Intermittent Stream B
Project Name: Lake Mist Drive Storm Drainage =rovement Project River Basin: Catawba River County: Mecklenburg Evalualior(s): KJK
DWQ Project Number. Nearest Named Stream: Kings Branch Signature(s):
Date: 6/3/04 USGS QUAD: Charlotte East and Charlotte West (NC) Longitude: W80'52'47.2" Latitude: N35° 9' S.3"
Location/Directions: From downtown Charlotte travel south on South Boulevard to Archdale Drive. Turn right onto Archdale Drive and continue to Old
Pineville Road Turn left onto Old Pineville Road and travel for approximately 600 feet to Lake Mist Drive The project area is located at the pond on Lake
`PLEASE NOTE: If evaluator and landowner agree chat the feature is a mare-made ditch, then" 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 ^ h T J Absent Weak Moderate Strong
1) Is There There A Riffle-Pool Sequenced 2 3
2) Is The USDA Texture In Streambed
- -- - - , R a
5) Is There An Active (Or Relic)
II Hydrology Absent Weak Moderate Strong
1) Is There A Groundwater
Flow/Dischame Present? ® 1 2 3
PRIMARYHYDROLOGYINDICA TOR POINTS: 0
III Biology Absent Weak Moderate Strong
1) Are Fibrous Roots Present In Streambed? N 2 1 0
2) Are Rooted Plants Present In Streambed? 3 2 N 0
3 Is Peri h ton Present? 1 2 3
4) Are Bivalves Present? 1 2 3
PRIMARYBIOLOGYINDICA TOR POINTS.--4-
Secondary Field Indicators: (Circle One Number Per Line)
I Geomorphology
' 3) Does Topography Indicate A
Natural Drainage Way? 0 OIL ?1 1.5
SECONDARY GEOMORPHOL OGY INDICA TOR POINTS: 3.5
II Hydrology Absent Weak Moderate Strong
' 1) Is This Year's (Or Last's) Leaflitter
Present In Streambed? 1?S 1 0.5 0
Fn 1 t 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 5 No?
' SECONDARYHYDROLOGYINDICATORPOINTS: 2.5
III B'Olo°Y Absent Weak Moderate Strong.
?
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 Macroenthos Present? 0.5 1 1.5
6 Are Iron Oxidizin Bacteria/Fun us P sent? 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 FAU Mostly rAUU mostly UrL
(* NOTE: If Total Absence QfAll Plants lit Streambed 2 1 0.75 0.5 0 0
As Noted Above Skip This Step UNLESS SAV Present*)
SECONDAR Y BIOL OG Y INDICA TOR POINTS: 0.75
i
TOTAL POINTS (Primary + Secondary= 19.25 (If Greater Than Or Equal To 19 Points The Stream Is At Least Intermittent)
(*NOTE: If Bed & Bank Caused By Ditching And WITHOUT Sinuosity Then Score=o*)
10) Is A 2' Order Or Greater Channel (As Indicated
On Topo Map And/Or In Field) Present? Yes=3 NofN
PRIMARY GEOMORPHOLOGYINDICATOR POINTS- 9
OFFICE USE ONLY: USACE AID# -'-?---? DWQ #
SCPI - Unimportant Intermittent Stream A
ter STREAM QUALITY ASSESSMENT WORKSHEET
1. Applicant's Name: Charlotte Storm Walgr Services 2. Evaluator's Name: Isaac Hinson
3. Date of Evaluation: 17/16/01 _ 4. Time of Evaluation: 1.15 om
5. Name of Stream: Unnamed tributary tKing, Branch 6. River Basin: Catawba River
7. Approximate Drainage Area:__6QRcres___-___-. 8. Stream Order:-_First. ______
9. Length of Reach Evaluated: 1001f --- 10. County: Merklmbul g
11. Location of reach under evaluation (include nearby roads and landmarks): From downtown Cbarlott may 1 south on South
Boulevard to Archdale Drite Turn rkbt onto Archdale 12dyc and continue to Old Pineville Road Tum left onto Old Pineville Road
and travel for anproxi mately 600 feet to a M' t Drive The pmt located at the don Lake Mist Dri •e
12. Site Coordinates (if known): N35'9* ` 3" W80° 51' 47 2"
13. Proposed Chan nel Work (if any)
14. Recent Weather Conditions:_rainwithin-48 ti r5- ---
15. Site conditions at time of visit: 0'F and cloudy
16. Identify any spec ial waterway class ifications known: -Section 10 -Tidal Waters -Essential Fisheries Habitat
_TroutWaters -Outstanding Resource Waters _Nutrient Sensitive Waters _Water Supply Watershed -(I-IV)
17. Is there a pond or lake located upstream of the cyst ton point'? YES If yes, estimate the water surface area:
18. Does channel appear on USGS quad map'! YE S NO 19. Does channel appear on USDA Soil Survey'! YE NO
20. Estimated Watershed Land Use: 40 %Residential 50 % Commercial 10 % Industrial _% Agricultural
__ % Forested _% Cleared / Logged _% Other (
21. Bankfull Width: 3' , 22. Bank Height (from bed to top of bank): 2'
23. Channel slope down center of str eam: -Flat (0 to 2%) Gentle (2 to 4%) -Moderate (4 to 10%) -Sleep (> 10%)
24. Channel Sinuosity: -Straight Occasional Bands -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 charactaisti c 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 from 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: sampled, one aqualk worm found
_ Date
Evaluator's Signature_?
a 43t;2?1 Z& 4
This channel evaluation form i `ite6 nd11r d.6e used only as a guide to assist landowners and et ironmet tal 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 millgation ratio or req uirement. Form subject to change -version 05/03. To Comment, pi ease call 919-876-8441 x 26.
STREAM QUALITY ASSESSMENT WORKSHEET
#t CHARACI t'.RISI7CS t CQRFG IIq!'1 Poli1>f RA_N SCORE

Presence offlaw/ persistent pools in stream -5 0-4 0-5 2
max
too (low or -tu"ti 0_ str?0ow_
_
Evidenceofpast buman alteration -6
F 0 0-5 1
emcn5lveallaanion=0;noalwxalin =max ints)
3 Riparian woe O-6 0-4 0-5 2
(n_obuffar=G;contihuoua,wdebuffcti-max Dints
Evidenceofuutrieutto chemical discharges 0-5 0-4 0-4 2
4 (extuuwe discharges = 0• no discharges = max tents)
.a 5 Grat ndwater disdl arge 0-3 0-4 0-4 1
"f (no discharge 0;sm?'ngsseeps wetlands etc_=max
U+
6 Presence of adjacent floodp lain 0-4 0 -4 0 - ? 0
(no flood hnn = 0; cxteosive floodplain
7 Entrenchment( floodplain access 0-5 0-4 0-'_ 1
4+ (deeply en benhed = 0; Cceyuent fl<>ndi ng =max f" i n[s
8 Prescnccoradjacent wellands 0-6 0-4 0-2 0
(no wetlands = 0: la rge scent wetlands =max points)
9 Channel sinuosity - 0-5 0_4 0-3 2
(extensive channelizauoo , 0; nam al fo Co tdUr to ax Points) -
10 - Sedintentinput 0_5. 0-4 0-4 2
(ex(ensive depos lion= 0; Mile or no sediment = max points)
11 Sire& diversity ofthannel bed substrate 19Ar 0--4 0 5 . 1
(fine, homo'enous - 0 large diver se sizes = mm po ints) -
12 Evidence of channel incision or widening 0-5 0 -4 0_5 3
i^ (dlymosed-0; stable bed&banks =mux ants)
o-?+ Presence of majorbink failures
0-5
0-5
0 - 5
3
„•"1y 13 (sevure erosion== _0 o erosion stable banks = max po ints
d Root depth and density on bank
0-3
0-4
0-5
2
I
4
ts)
(no tisihie mots - 0; dense roots throughout - max poin
Impact by agrity pure or iihestod: production
0-5
0-4
0-5
4
15 (substamialini =(hooevidegtt°maxpn lnis
_----
Presence ofrifrle-pool/ripple-poolcam IC%" 0-3 0 5- -0--b 1
16 (nn rifles"I les nC oil=O well-devnlu =max W,)
Habitat complexity 0 _6 0 -- 6 0 6 1
17 (1 atleornohabitat=0; cent VariedhabtWis=max lots -_ __

18
4'anopycoscrageoverstream6cd
0-5 _
0-5
0 -S
4
Q (no shading ctLLtation ° 0, continuous aims PY= max points)
e _ 11
19 s$
Substrate emtbedded Ti NAt 0-4 - 0-4 2
(deeply embedded =0;. louse structure .=mss) _

0 Presence of stream invertebrates (see page 4) 0-4 0- 5 0 - 5 1
= =max xoigls
(no evidencC - 0; common, numerous types
Cam? --Preseueeofamphibia is 0 4 0 -4 0 -4 0
(nocvidence= 0; common, mmefgm types =tnaxpoin )
---
22 Presence offish 0_4 0-4 0-4 0
p r (no ee &occ- 0; common, numinous types =tn ax ints
EvideoceofwOdfifeuse 0-6 0-5 0-5 1
no mdenc t, abundance evidence ma otnts)
Tot21$olntt osslt d00 , 100 H)J'
TOTAL SCORE (418o enter on first p e) , 36
`'these tharacterlattca are not as smsea m coastal aromas.
2
r
E USE ONLY
I USACE AID# - DWQ #
:
OFF
C i
SCP2 - Unimportant Intermittent Stream B
STREAM QUALITY ASSESSMENT WORKSHEET
mill ll
licant's Name: Charlot
1
A te Storm Water Services 2. Evaluator's Name: Kip Kerecman
.
pp
3. Date of Evaluati on: 6/3/04 4. Time of Evaluation: 1000 am
U
d
f S River Basin: Catawba River
s Branch 6
ibutar in
t -
nname
tream:
5. Name o g
.
r
7. Approximate Drai nage Area:-¢(LaCreS 8. Stream Order: FLr5
9. Length of Reach Evaluated: 100 If 10. County: Mecklenburg
Location of reach under
11 evaluation (include nearby roads and landmarks): From downtovm Charlot te travel south on South
. e to Old Pineville Road Tum lef
d
ti
hd
l
D
i
A t onto Old Pineville Road
Boulevard to Archdale Drive.
and travel for approximately ve an
con
nu
a
e
r
Tum right onto
rc
600 feet to Lake Mist Drive The prcj t area i located at the pond on the nonh side of Lake Mist
12. Site Coordi nates (if known): 1,13s"T51" W80" 52' 47 2"
13. Proposed Chan net Work (if any): _ _
14. Recent Weather Conditions:l,i"t rain ""a°" 48ligurs
15. Site conditions at time of visit: 8(Y"F and cnny -
16. Identify any spec ial waterway class ifications known: -Section 10 -Tidal Waters -Essential Fisheries Habitat
-Trout Waters -Outstanding Resource Waters _ Nutrient Sensitive Waters -Water Supply Watershcd_(I-IV)
17. Is there a pond or lake located upstream of the cunt ton point'! YES @)If yes, estimate the water surf ace area:
18. Does channel appear on USGS quad map'! YES NO 19. Does channel appear on USDA Soil Survey? YE NO
20. Estimated Watershed Land Use: .-4(1% Residential 50 % Commercial -10-% Industrial _% Agricultural
_% Forested _%Cleared /Logged _% Other (
21. Bankfull Width: 3' 22. Bank Height (from bed to top of bank): 7'
23. Channel slope down center of str eam: -Flat (0 to 2%) _X-Gentle (2 to 4%) -Moderate (4 to 10%) -Steep (> 10%)
24. Channel Sinuosity: -Straight XOccasional 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): 26 Comments: No flow at the time of Investigation
Evaluator's Signature- _.-_- Dale_
Tbts channel evatualton form i mended to be used only in a guide to assist landowners and envsronmental professionals in
gathering the data required by the Unite) States Army Corps of Engineers in order 1o 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 in rogation ratio or req uirement. Form subject to change - version 05/03. To Comment, pl ease call 919-876-8441 x 26.
STREAM QUALITY ASSESSMENT WORKSHEET

IS"IICS ECQREGION PO 1MV
- - RANGE I
S('ORF
# CIIARAC1,I R
-
Ceu}stal Piedmont
RfouRtatp lI .
1 Presence of flog / P-sistent pools in strearu 0 -5 0- 4 0_5 0
(no flow or sanlran on_ Oisimng M.- lilax jl nts)
Evidence of past human alteration 0-6 0- 5 0- 5 0
(extensive alte ti on =0; no alteration = max points)
3 Riparian woe 0-6 - 0-4 0-5 1
= 0; continuous, }side buffer=max i,mts
(no bu
ffc
_
_
_
Ev idente of nu trim t or them ical disch arges )_5 0-4 0-4 2
4 (cm-ivedisch ,-c 0 iiodiwlnu max lots) ; .

,..] _
5
Groundwater discharge.
- _
- _ _-
0-3
0-4 __-
0-4
0
Q (no discharge = 0; spri ngs, seeix, wotlands, ese. = max lints)
C
? . Presence of adjacent floodplain 0-4 0-4 0-2 1
6 maxpo
mu)
(no noolplam= 0 czienarve flood(pain°
-
?? _
_
Entrenchment I Mndplain access 0-S 0-4 0-2 1
(deeply ttrencbed - 0 fiajoent Flaxii n6 ?- m_ams)
8 Preseu cc of ad j acent weliand s 0-6 0-4 0-2 0

ax
Imo ss eilauds -- 0_; large .41-ni ualnnds = vn ims) _
9 Channel sinuosity' 0-5: 0-4 0-3 2
(ext?sive channe lizaiiun -O;pa[urulmcartd-max lots)
10 Sediment input 0-5 0-.4 0-4 1
(extensive depos idon= 0; little or ud sediment - to ax rots)
11 Size & diversity o/channel. bed substrate NA- 0-4 0-5 3
(fine,homogenous=0large,diver se sins=ma, Lwims)
7 2 Es Idence of claape! loci%mn oe widening 0. 5 0-4 0- 5 0
dglymused=O;atabletzd&b?nks_=maz oims) _
Presence of major bank failures 0- 5 0 5 0- 5 3
a 13 (se%oreerosion-0; no"erosion; stable banks =inazpo rots)
- Root depth and densityoo banks
0-3
Q-4
0 5
3
Q 14 (no visible coats=0•..denso toots-ltuoughnut=max pools)
ImP e!byagricppreorliyesiock production
!
0-5

0-4

0
5

4
_ IS
___ no evidence=maxiw mts
__ 'sutx tatiat impact -
_ --
- --
-
Presen cc ofriffle-pool/(ippic-pobl complcses
0-3
0-5
0-6
1
E„ 16 (norifflvs 'ri Its or 15 0`we)I-dcve{o ped = maxpoints)
17 Habitat complexity 0-6 0 -6 0-6 2
(little or no habitat=0; fte uent,yaried hal)ua[s=maz lots
04 Canopy core rake over s treambed
0-5
0
5
0-5
1
Q 18 na shadim vc •-tation=0; continuous cano max lots -

19 Substrate embeddcdntst NA?t 0- 4 0- 4 1
(dei•ply unbedded ? 0; louse structure = max) _
Presence of stream invertebrates (see page 4) 0- 4 0-5 0-5 0
20 (no evidettce = 0;"eommgn, nlattefons tyP-
m --poi uts)
?
! ---
C7 _
.
-- -- Presence of amph flihms 0_q 0_4 (1-4 0
Q (nnevidrnce=0s commonnumerouslys_maxpoints

22 Presence offr sh.
0-4
0-4 0-a 0
: (no evidence=O:commoq numerous tv=maz inns
ENideuce or ildhfe use
p 0-6 0 5 0- 5 0
23
(no es_tdrnce=0-abund ?r r. id mce mux ointr
Fpt#I Potato )'psstble IN 100
"fOTALSCORE (also entgfonOrcStpale? 26
• These c haracterisucs are not as sensed in coastal screams.
2
Lake Mist Storm Drainage Improvement Project
4`
B. VICNV of, Unimportant Intermittent
i
August 18,
Photograph A. View of Unimportant Intermittent Stream A
1 Lake Mist Storm Drainage Improvement Project August 18, 2005
Nationwide Permit Number 3 Application and Request for Verification CWS Project No. 2005-1034
Photograph C. View of Unimportant Intermittent Stream B
Photograph D. View of Open Water Pond A
III

Michael F. Easley, Governor
Lisbeth C. Evans, Secretary
Jeffrey J. Crow, Deputy Secretary
June 6, 2005
pt $?? Q.
North Carolina Department of Cultural Resources
State Historic Preservation Office
Peter B. Sandbeck, Administrator
Office of Archives and I-Gstory
Division of Historical Resources
David Brook, Director
Andrea L. Hughes
' Carolina Wetland Services
550 East Westinghouse Boulevard
_ Charlotte, NC 28273
Re: Lake Mist Storm Drainage Improvement Project, CWS 2005-1034, Charlotte, Mecklenburg County,
ER 05-1122
Dear Ms. Hughes:
Thank you for your letter of May 17, 2005, 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,
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.
i
Sincerely,
C0-4?
Peter Sandbeck
1 Location Mailing Address Telephone/Fax
ADMINISTRATION 507 N. Blount Street, Raleigh NC 4617 Mad Service Center, Raleigh NC 27699-4617 [phone]/733-8653
RESTORATION 515 N. Blount Street, Raleigh NC 4617 Mad Service Center, Raleigh NC 27699-4617 [phone]/715-4801
SURVEY & PLANNING 515 N. Blount Street, Raleigh NC 4617 Mail Service Center, Raleigh NC 276991617 [phone]/715-4801
NCDENR
North Carolina Department of Environment and Natural Resources
Michael F. Easley, Governor William G. Ross Jr., Secretary
June 1, 2005
Ms. Andrea L. Hughes
Carolina Wetland Services
550 E. Westinghouse Blvd.
' Charlotte, NC 28273
Subject: Lake Mist Storm Drainage Improvement Project; Charlotte, Mecklenburg County
' CWS Project No. 2005-1034
Dear Ms. Hughes:
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 project area. Although our maps do not
show records of such natural heritage elements in the project area, it does not necessarily mean
that they are not present. It may simply mean that the area has not been surveyed. The use of
Natural Heritage Program data should not be substituted for actual field surveys, particularly if
the project area contains suitable habitat for rare species, significant natural communities, or
priority natural areas.
' You may wish to check the Natural Heritage Program database website at <www.ncnhp.orV> 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 919-715-8697 if you have
' questions or need further information.
' Please note that the Natural Heritage Program no longer wishes to receive information requests
by FAX. Please instruct biologists at CWS to send information requests through the U.S. mail,
addressed to the N.C. Natural Heritage Program, 1601 MSC, Raleigh, NC 27699-1601. Thank
you.
Sincerely,
Harry E. LeGrand, Jr., Zoologist
Natural Heritage Program
HEL/hel
1601 Mail Service Center, Raleigh, North Carolina 27699-1601 oe hCaroli/na
No
Phone: [phone] - FAX: [phone] - Internet: www.enr,state.nc.us
An Equal Opportunity • Affirmative Action Employer - 50 % Recycled 1 10 % Post Consumer Paper AatCaroEl
J
' Lake Mist Storm Drainage Improvement Project August 18, 2005
Nationwide Permit Number 3 Application and Request for Verification CWS Project No. 2005-1034
Attachment I - Construction Plans

I
I

CoverSheet_ - 1
General Notes & Abbreviations.__. ..._............_. G1
Standard DedBs. G2
Standard Detdh _,... .»_.?_.._._ G3
Storm Water Structure Tab G4
Plan and Pre6le LekeMist Pond Dam 2
Plan Lake Mist Pond.....__ - .......-.-._.._ 3
Plan and Profile Line "A"______ 4-5
Plan and Profile Line "B"_........? _y._.?..? 6
Sol] Boring 1
Traffic Control Au....?......?.._. r....._......_... TCPI-TCP2
Erasion Control g.i ECl-EC2
Erodes Control Details. .._._..___.„_._ ECDI-ECD2
w+•tk _....__ Dl-D5
II`_
•
(M 11 rm-
ENGINEERING & PROPERTY
MANAGEMENT
Construction Plans of Proposed
Lake Mist Storm Drainage Improvement Project
Project No. 671-04-709
Project Features:
This project assets ofStorm Dranage,
Grading, Excavation,
Channel Stabilization and Utility
Relocations.
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LOCAWMIN
SCALE: 1"=100'
Contract Administration
Soren water Sereiar
. 95% Submittal
?lamnstrong GCera, P.c. PRELIMINARY'
CUrSUL77NG CNRENG°iFl?RS
9606-H Southern Pine Boulevard
P.O. Box 7326
Charlotte, NC 28241
Phone: [phone]
9100 M
Fax: [phone]
20 40 60 Constriction Mau
Phu View ?......., r Storm Water Services
20 40 60 Project Manager
Hors. ProAe..._.. - landscape Management
4 8 12 CDOT-Design
Vert Profile
NOTE: GRAPHLCSCALES AREASSHOWN CDOT-TratScCentrd
ABOVE UNLESS INDICATED OTHERWISE.
1 ..
ce

F
Proposed Baseline

.....___......._...»...__ -
New Property Use
-
-'?
Property line or Existing RIW Line.-_
Existing Structures - -._._._......_._..?.. -

...__....___.__
Proposed Edge of Pavement
Existing Fence
-.-

_..._.._..._..........___.
Proposed Fence --
x x

'71
Slope Stake Line -Cnt._..__._.... .__- -c- c-c- `.:
Slope Stake Line --F- r-v-
Temporary Construction Easement...... - T? - TC7 - "
Existing Storm Drainage Easement - ?_-
Proposed Storm Drainage Easement ......r our
Existing .Sanitary Sewer Easement._....- -' nr sse -
ProposedSaoitary Server Easement ...._.... - am - am
'-
Existing Gas Lice __. _ _.....______._
Proposed Gas Lace __......_. -0- 8-0-

...?_____.._._. -w-
Existing Water Line
" "-
Proposed- Waterline ..._.__._,__......_. _i- i-a-

........,..._-__ - -
ExiatlngSanitary Sewer
-ss ss-
Proposed:Sadilary Sewer .... ......»_.... ?'-
Proposed DIPSanitary Sewer (Profile)
ExistingUndergrsudTelerommanicadoos -'
Proposed Underground Te1eremmunicatiom"'N-- --V?
Existing:Underground Eleetric........___. s"-
Proposed-Underground Electric .»..•.__.._ -uE- +k-X-
Existing' Overhead Eledric.?._.__...._ -ox oe x-- •,
Existing Storm Drainage
Proposed Ditch Line
Water Meter ._..._.......... _......_.._.....Y____..._ r..._..___._
nv

_..__....____
Water Valve .»»».....
_...__._...»_ x
cv
Existing Sanitary Sewer Manhole .....?_....._._».... ...... .___...»_lJ
- O
r

._........»_-__.....
Proposed Smeltery Sewer Manhole
__......_
?
Existing Storm Drain Manhole
0
-

__»......?...___?..
Proposed Storm Drain Manhole
»»....___..
,
Existing Catch Basin ...__ . ...... ____.._._.u
Proposed Catch basin _..._....»....._._.._...._.._....... ......... .... .....
@
Existing Light Pole
Z
Proposed Utility W

Proposed Conduit _.__...»_..__...__...__ r,.--
., 9p
.
Iron Pin ._........ »...... ._.......... ...... ......... _ p
Boring CIO
Existing Fire Hydrant _..».__........»__..__.-.? _........._... ?`.
Proposed Plre$ydrant .._._...._._....._.._.___ ___.........
Existing Drop
Propme&DropNlet_....?__.......__....__.?....._
MB
MaB Box._- ___....?._._.»..r..».?.._.. ......_..__..
4 ?

"._...._...___.r
Exid'mgTm 1 tJ
.
Ikee'Rmoval .?._...._. X
* O
Tree Protection .......... ./ i.

»....... _.._....__.__.
Gay Wire
'QI
'Proposed Hand Rail
M

_. ..._......._...»r.
Stabilization Matting
_
•: y
Exis,mg Wetland Am_.._.?_. S

._._.._.
CxossSeSan Through Proposed Concrete
..- 0
Cross-Section Thrnngh Channel Bottom _...N._ r.
Proposed Coaereta (Ctinb & Cutler, Drive & Sidewalk &
NOW
StormDnia Ape) _._.__....._.....___....»..._..... ...

_..._....___.
Asphalt Widening & Asphalt Driveway
........ '°.:?; :...
Proposed Rip Rap Ditch. ~
Existing Rip Rap Ditd ..._..._..._. ?. SUN
Gravel
C
.-r

A
Bid Set No
.

V,

APPROVED
CITY ENGINEER DATE .
,
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?^ 1$BRF114T1(1V? ? _
,

AB ANC .. .... ABANDONED MONO ...MONOLITHIC 1. INSTALL TEMPORARY SILT FENCE ALONG DAM EMBANKMENT AS SHOWN ON
DRIVEWAYS AND SIDEWALKS: EROSION CONTROL: AD ALGEBRAIC DIFFERENCE mP MILES PER HOUR SHEET EC1.
^ Y'.
=
AS.._... ASPHALT MT ........MET 0.'. C'"T
PROPOSED DRIVEWAY ENTRANCE DIMENSIONS ARE FROM EXPANSION JOINT TO EXPANSION THE CONTRACTOR SHALL MAINTAIN EROSION CONTROL DEVICES IN ACCORDANCE WITH THE .APPROXIMATELY W.. ... NORTH/WORTHING 2. CONSTRUCT TEMPORARY ROCK SILT SCREEN UPSTREAM OF THE PINEN_LE
A ROX
.... r
JOINT. MATCH REPLACEMENT MATERIALS TO THE EXISTING SURFACE ACCORDINGLY. APPROPRIATE CITY AND STATE EROSION AND SEDIMENT CONTROL ORDINANCES AND THE B/C ... .....BACK OF CURB NCDD ........... NORTH CAROLINA POINT AVENUE CULVERT.
...
..
APPROVED EROSION AND SEDIMENT CONTROL PERMIT. THE CONTRACTOR SHALL PREVENT B T .........BITUMINOUS DEPARTMENT OF
o CONCRETE - SIX INCH PORTLAND CEMENT CONCRETE 3600 PSI).
(
T CONCRETE SURFACE COURSE - TYPE S (SF 9
5A)
ASPH STANDING WATER DUE TO CONSTRUCTION. DISTURBED AREAS SHALL BE SEEDED AND
OW THE EROSION CONTROL MEASURES SHDNR ON BLVD .....BOULEVARD TRANSPORTATION 3. CLEAR ALL TREES BUSH AND VEGETATION FROM INSIDE THE INDICATED
NOi TO SCALE LIMITS Of CLEARING ALL MATERIAL MUST DE DISPOSED OF IN A MANNER
UM
BENCH MARK TUTS . .
+
.
AL
c ASPHALT - TWO INCH
AND FOUR INCH ASPHALT CONCRE_ INTERMEDIATE COURSE - TYPE (I I9B'
AND MULCHED. THE CONTRACTOR SHALL FOLL
SHEETS EC-1 THROUGH EC-2. ....._.__.....
.._......._
BBC;. ...BEARING 0/H ......................__OVER HEAD APPROVED Bt THE ENGINEER.
o GRAVEL - S
INCH COMPAC ED AGGREGATE BASE COURSE (ABC) CD ._.._.....CATCH BASIN OC .. .._....ON CENTS
v `c
CURB: CDOT CHARLOTTE DEPARTMENT PA\? . ...PAVEMENT 4. DRAIN POND USING APPROVED MEASURES AND IN ACCORDANCE WITH THE
I
P
V
ONS
S F
DRAINAGE STRUCTURES: of RANSPORTAnaN Pc ?PINT o CURVATURE
PERM
NENT
F
T
ND P
R
P sPECIA
_
RO
I
.
I ED

N i PROP..,.
NECESSARY) _" . VATD 5 0 EN SURE

PROPOSED CURB E
SET (OR ADJUST AS . .

PER SECO
M
A
C
S ......... CUBIC
EE
E
FACE
&G
CURB AND GUTTER PG
C

I

CONSTRUCT A 4' TALI TEMPORARY EARTHEN 9BERM WITH 4' TOP WIDTH, 2P
5
m
.? N

d
ELEVATIONS AND LOCATORS SHOWN ARE APPROXIMATE. 0.5 DIRECTED BY THE
GRADES, OR D
LONGITUDINAL GRADE FOR DRAINAGE. RETAIN EXISTING PAVEMENT (OUTSIDE D< SAWCUT .....
....
'".
...
POINT
INTERSECTION
CLEARANCE PI
CL .
UPSTREAM 0=
BERM SHALL
BE PLACED
AND 10' WIDE SPILLWAY
SIDE SLOPES
nn
. THEY
ENGINEER THEY MAYBE ADJUSTED i0 ACCOMMODATE UNFORESEEN CONDITIONS. WEEPHO115

' ZONE IF APPLICABLE). UNLESS OTHERWISE NOTED. .
L
. .........
.......
.... PK NAIL SET
C/L FENCE - ...CHAIN LINK FENCE PK -
. A
.
,
THE PROPOSED RISEN STRU TRUCTURE AS SHOWN ON SII E: EC1 EC1 A PUMc AND /OR

s V^ a mma
ARE TO BE CONSTRUCTED IN ALL DRAINAGE STRUCTURES,EPHDLES SHOULD BE W B CMLD CHARLOTTE-MECKLENBURG PP....,POWER POLE S;-HON WILL BE USED TO MAINTAIN THE WAFER LEVEL JPSTREAM OF THE Q E
?
NTER W IH A MINIMUM OF 1 WEEPHOLE PER WALL. WEEPHOLES ARE TO BE COVERED ON
CE
SAWCUTS:
LANG DEVELOPMENT PROP ............. .......... PROPOSED THE -

TEMPORARY 5ERM WHILE THE TEMPORARY DUAL 24 DRAINAGE PIPES ARE nm
e ,?
5
?
?
THE OUTSIDE OF THE STRUCTURE BY A BAG MADE OF FILTER FABRIC AND FILLED W/#78 CMP
....... .. ...............CORRUGATED METAL PI_ PE PT........................... POINT OF TANGENCY CONSTRUCTED. TRADUCE THE DAM EMBANKMENT. ?4
Po
O
^
?
. THERE NLL BE NO SEPARATE PAYMENT FOR THIS WORK. STATIONS, OFFSETS AND
STONE
MANHOLES AND JUNCTION BOXES
AND
ELEVATI ONS REFER TO THE CENTER OF DROP INLETS THE CONTRACTOR SHALL SAWCUT EXISTING ASPHALT AND/OR CONCRETE SURFACES PRIOR CMU ............CHARLOTTE-MECKLENBURG PV. POINT ....................OF VERTICAL INTERSECTION
c n<
?
-' m
w ?
,
,
THE CENTERLINE BACK Of CURB FOR CATCH BASINS. ALL PIPES SHALL BE RCP CLASS III, `

TO REMOVAL UNLESS OTHERWISE DIRECTED BY THE ENGINEER. SAW' CUT WIDTH SHALL BE _. ......... ..... UTILITIES OR ..PERM SIDEWALK & UTILITY ESM7
.
( ) PSU HE DAM EMBANKMENT AND ALL UNSUITABLE SOYLS AS INDICAI_C

6. EXCAVATE T

S m c ar
e
UNLESS OTHERWISE NOTED MINIMUM FROM THE EXISTING EDGE OF PAVEMENT. SAW' CU' PAVEMENT SHALL BE
1 FOOT' CHARLOTTE MECKLENBURG r... ....RADIUS ON ?HE ORAIMNGS AN- AS DIRECTED BY THE ENGINEER TO CONSTRUCT THE 8
A
°
. .
LL AS ADDITIONAL PAVEMENT REWIRED TO TIE-IN TO FACE OF PROPOSED
REPLACED AS W
'UTILITIES DEPARTMENT RT.. ..........................RIGHT
RISER AND 48" DIP SPILLWAY BARREL AND 24' HDPE TEMP. DRAIN PIPES. 6
" e_s
c
K
E
DURB AND GUTTER OR TO EXISTING EDGE OF PAVEMENT ELEVATIONS. SAWN PAVEMENT CONC ...CONCRETE RC ......REINFORCED CONC PIPE maaaa.
UTILITIES: JOINTS SHALL BE MADE USING STRAIGHT LINES AND FINISHED PAVEMENT JOINTS SHAW BE CONS .. ....._..-CONSTRUCTION RE'_OC .. .. ..,....RELOCATE NOTE: IT IS 'LIKELY THAT SOILS FROM THE EXCAVA LION WILL NOT BE SUITABLE
NEAT AND LEVEL NTH EXISTING PAVEMENT. CP ..........................CONTROL POINT R/W..._.................... RIGHT OF WAY FOR REUSE CUE TO ORGANICS, MOISTURE AND HIGH PLASTICITY. AN
S ARE ILLUSTRATED FOR INFORMATION' PURPOSES ONLY. THE CITY WILL NOT BE HELD CY ..........................CUBIC YARDS 5......___........_.......SOUTH
APPROVED OFF-SITE DISPOSAL SITE WILL BE NECESSARY FOR DISPOSAL OF
RESPON
RESPONSIBLE FOR THE ACCURACY OF UTILITY LOCATIONS, SIZES, DEPTHS OR FOR DB ...............DEED BOOK SD ............................ STORM DRAIN THESE SOILS.
COMPLETENESS OF UTILITY INFORMATION. TRAFFIC CONTROL: DI ...........DROP INLET SIDE.- .........STORM DRAIN EASEMENT ,

SDMF
STORM ORM GRAIN
DI
A D
:
IAMETER
AIN MANHOLE
IAMETER

Y THE ENGINE"" R103
PPROVE
HE EXCAVATION MU
A
OF
B
THE BOTTOM '

WHOSE
CONTRACTOR
SHALL NOTIFY
N UT'_NT
THE
PRIOR TO CONSTRUCTION,

THE
2002 EDITION
OF
THE
NOVEMBER
ACCORDAN
CE NTH
540.1E BE IN
TRAFFIC
CONTROL
R
DIP
IRON ?PPE S
. -SQUARE
.
DUCTILE
...........
`
TT
E
0`
. FILL OR BACKFILL FOR CONSTRUCTION OF THE RISER. 43
TO
PLACEMENT
O
RAC
DEE MINE
B
FACI'JTES WLL BE AFFECTED TO DE:_RMINE UTILITY LOCATIONS. THE CONTRACTOR SHAW CONTROL
PLANS
"WORK
(WATCH)
TRAFFIC
HANDBOOK"
AND THE
CONTROL
AREA
TRAFFIC DW ......._DRIVWAY 5 F-NC ..........SPLIT RAIL FENCE A
RISER OLTL_ PIPE, AND 24' HDPc
PROTECT ALL UTILITIES FROM DAMAGE CAUSED BY HIS OPERATIONS OR THOSE OF HIS AGENTS. ON SHEETS TCP-1 THROUGH TCP-2. DIM ..............DIMENSION SS .........SANITARY SEWER, '
THE CONTRACTOR SHALL HOLD THE CITY HARMLESS FOR ANY THIRD--ARTY INCONVENIENCE SANITARY SEWER MANHOLE
E
EAST/EAST NG SSMH
T
TEMPORARY 24" HOPE
ONG TH
CREATED BY WORK OF HIS OWN FORCES OR THAT OF HIS AGENTS. PROPERTY IRONS: ......
..
EA .........EACHSTIR .......STATION
EV
TD
TANDARD
E
EL
T
O 7. CONSTRUC
A TEMPORARY DROP INLET AL
E
DRAINAGE PIPE, AS SHOWN ON SHEET ECi, TO COLLECT RUNOFF BETWEEN THE
AS NEEDED, THE CONTRACTOR SHALL ADJUST/RELOCATE THE SANITARY SEWER AND WATER L
.......
EVA
I
N S
.......S
FOP ....LEDGE OF PAVEMENT Sw...........SIDEWALK TEMPORARY BERM AND THE DAM. EMBANKMENT SEE NCDD? STD. 840.15,
840.16_
LINES ONLY. ALL OTHER ADJUSTMENTS RELOCATIONS NIL BE PERFORMED BY THE VARIOUS
/ THE _ CONTRACTOR IS RESPONSIBLE FOR RESETTING ALL PROPERTY IRON'S PIN REMOVED ESM ...........EASEEMENT TAN ___........TANGEN7
ILITY
WORK
WW
UT
OWNERS SO AS
CH
UTILITY OWNERS. THE CONTRACTOR OR DISTURBED DURING CONSTRUCTION. EXITS ..........EXISTING TOE ......._.-TEMP CON'S- ESM'
INS"AILL RIPRAP AND WASHED STONE FILTER BEAN, DRAIN ON Th UPSTREAM
EDULE . THE
ILL
CITY WI
K'01
BE HELD
PROJECT SCHEDJL
TO ADVERSELY AFFECT THE PROJECT TEMPORARY
F/C FACE OF CURB TEMP
END OF THE DUAL 24" HOPE PIPING FOR SEDIMENT COLLECTION. (CM,C ST_' _
-
FOR ANY DELAYS OR DISRUPTIONS TO THE WORK SCHEDULE OF OTHER UTILITY
RESPONSIBLE DAM AND POND DATA FES .........FLARED ENO SECTION TRAVERSE
POINT
x12)
OWNERS WIRE
FH..............FIRE HYDRANT T/N ... .......TEST NRE '
DAM HAZARD CLASSIFICATION = LOW (CLASS A) FOC ....FIBER OPTIC CABLE TYP ....,.....TYPICAL
PLACE SUITABLE BACKFlLL TO THE ELEVATION NEEDED FOR PLACEMENT 0
5
c EXISTING WATER. AND SEWER SERVICE IS OWNED AND MAINTAINED BY DAM SIZE CLASSIFICATION = SMALL SIZE G .........GAS U/G ..........UNDER GROUND .
24" HDPE TEMP. DRAIN PIPES, AND CONCRE
THE 4B" DP SPILLWAY BARREL
CHARLOTTE-MECKLENEURG UTILITIES (CMU). THE CONTRACTOR IS NOTIFY CMU 48
T SPILLWAY DESIGN STORM EVENT = 100-YEAR GV ,..GAS VALVE VC _ VERTICAL _ CURVE ,
FOOTING FOR THE RISER STRUCTURE.

a
_

I TION Oc EXISTING
HOURS S PRIOR THE PRE-CONSTRUCTION CONFERENCE. FOR LOCA
HOURS
THAT CONSTRUCTION IS _0
WATER AND SANITARY SEWER LINES AND TO
NOTIFY

IMPOUNDED WATER COURSE = UNNAMED RIBCTARY TO KINGS BRANCH

HORIZ .HORIZONTAL ``+ER .......VERTICAL
HW
HEADwAI
W'
WATER '
INE

"
BEGIN, THE CONTRACTOR IS TO CONTACT CMU AT [phone] (WATER', OR (704)
(
704) PURPOSE OF IMPOUNDMENT = STORMWATER CONTROL AND WATER OJRLITY
DAM STRUCTURAL HEIGHT = 12 FEET _..._,
.. .,.....
_
L
TNT _INTERSECTION W.. WEST HOPE TEMP. DRAM PIPES
9_ INSTALL TIE 48" DIP SPILLWAY BARRED AND 24
357-6064 (SEWER)
HYDRAULIC HEIGHT = 9.24 FEET INL .INVERT W/ ....WITY

IPE
IRON PIN FOUND WM WATER METER
70. CONSTRUCT THE RISER BASE FOOTING AND FIRS" SECTION OF RISER.
,.

.
o HOR UTLI'Y LOCATES CALL NORTH CAROLINA ONE-GAIL 0' 1-BOC•-632-4949 = + - -
DAN CREST LENGTH 280 FEET / .....
..................
PPS .. .....IRON PIN SET W/0 ......N1HWT

"
'
DAM DIVEST NDTIi (PROPOSED)= 18 FT. MIN.
W
lA..
WATER VAV_'
L LENGTH
DIP SPILLWAY BARREL AND RISER STRUCTURE
17. MN("CONNECTION OF 48
E
D'
3
a FOR LOCATES OF UTILITIES NOT MEMBERS OF NORTH CAROLINA ONE-CAI CONTACT DRAINAGE AREA = +/- 45 AC. .. ..
....
Lf
LINEAR FEET WV
WATER VALVE NOICATEL 6M1 THE DRAWINGS.
AS INDICATE
THE CONSRUCTION MANAGER. NORMAL POOL SURFACE = 561.67 ..,.. ..........
................ ...
_7.... 11. _............__YARO INLET

'
'
PETE GOSS

600E FOURTH STREET NORMAL POOL SURFACE AREA = 2.25 AC.

32 AC
-FT
NORMAL POOL RESERVOIR CAPACITY = 8 lb. ....... . .... ............ POUND
....................
YR ........... YEAR
LIGHT POLE 60
SIXTY ?ENNY NAIL SET
LP _VE AND ALL HARDWARE.
)RAIN VA
12. INSTALL THE RESERVOIR z.J

-°
CHAR
OTT
NO 28202 .
.
. ..
F_ ................
.........._ ...........
- 73. CONSTRUCT A RIPRAP AND WASHED STONE FILTER BERM TO PROTECT THE
L
E, MAX. IMPOUND CAPACITY = 75.6 AC.-FT. MAX_ ............_._.._.MAXIMUM .,
WT
1
'
30
12)
12" DRAIN PIPE AT THE BASE OF THE RISER (CMLD ST
704-336-4110 ... .INCH
MB MAILBOX .
.
.
THE CONTRACTOR SHALL ADJUST ALL WATER VALVES, WATER METER BOXES AND WATER
WATER LOCATED IN SIDEWALKS OR CONCRETE DRIVEWAYS
VAULTS TO FINISHED GRADE MIN .. MINIMUM 14 ONCE THE RISER IS COM4 LETED AND APPROVED, AND DISPOSE OF
TEMPORARY EARTHEN BERM AND DUAL 24" HOPE PIPING AND DIVERT THE P
.
T
' GH THE PRINCIPAL RISER STRUCTURE
T
R
CONCRE
E BOXES.
SHAN_ BE INSTALLED WITHIN
3 .
STREAM FLOP:
i
OU
GAS LINES WILL BE ADJUSTED/RELOCATED AS NEEDED BY PIEDMONT NATURAL GAS. A 15. PLACE APPROVED FILL MATERIAL TO BRING THE DAM EMBANKMENT TO THE :
REPRESENTATIVE OF PIEDMONT NATURAL GAS MUST BE PRESENT JUST PRIOR TO AND DURING GRADES AND ELEVATIONS INDICATED ON THE DRAWINGS.
CONSTRUCTION NEAR EXISTING GAS LINES, THE CONTRACTOR SHALL CONTACT PIEDMONT aT .'?1Dx L.1
- P
EXCAVATE AND GRADE THE EMERGENCY SPIL WAY AND DISCHARGE
16
NATURAL GAS AT IiA57 TWO WEEKS PRIOR TO CONSTRUCTION. .
CHANNEL AS SHOWN ON PLAN SHEET 2. INSTALL TEMPORARY ROCK CHECK
THE FOLLOWING STANDARDS AND THE LATEST REVISION THERETO ARE APPLICABLE DAMS EVERY 50 FEET ALONG THE EMERGENCY SPILLWAY DISCHARGE CHANNE_. II I
p
EXI5TING SANITARY SEWER AND WATER LINE: TO THIS PROJECT AND BY REFERENCE ARE CONSIDERED A PART OF THESE PLANS. INSTALL EROSION CONTROL MATTING ALONG THE EMERGENCY SPILLWAY AS
NCDOT STANDARDS SHALL BE JSED. CHARLOTTE MECKLENBURG LAND DEVELOPMENT INDICATED ON THE SHEET ECi. 1 \
THE CONTRACTOR SHALL USE CARE WHEN WORKING AROUND SANITARY SEWERS AND WATER STANDARDS MAY BE USED IF THERE IS NOT AN APPLICABLE NCDCT STANDARD.
LINES. SHOULD THE CONTRACTOR DAMAGE EXISTING SEWER OR. WATER LINES, HE SHALL
17. CONSTRUCT PERMANENT GRAVEL ROAD, AS SHOWN ON SHEET 2, TO

IMMEDIATELY REPLACE THE UNE AT HIS EXPENSE WITH PC350 RESTRAINED JOINT WCTIIE

NCDOT STANDARDS:
PROVIDE ACCESS TO DAM EMBANKMENT FROM OLD PINEVLLE ROAD. A
IRON PIPE. THE CONTRACTOR SHALL REPLACE SANITARY SEWER AND/OR WATER LINE, NTH
A MINIMUM NINE FOOT SECTION OF PC350 RESTRAINED JOINT DUCTILE IRON PIPE WHEN
18. APPLY SERI, FERTLlZER, AND MULCH FOR PERMANENT SEEDING AS SOON'
)
DRAINAGE PIPE CONES WITHIN TWO FEET OF SAID LINES, VERTICALLY _LY OR HORIZONTALLY N0. DESCRIPTION AS THE EMBANKMENT IS BROUGHT TO GRADE.
838.11 BRICK ENDWALL FOR SINGLE PIPE CULVERTS
SUBSURFACE PLANS: 838.80 PRECAST CONCRETE ENDWALL A PERMANENT VEGETATIVE COVER SUFFICIENT TO RESTRAIN ACCELERATED
840' 00 CONCRETE BASE PAD FOR DRAINAGE STRUCTURES EROSION WILL BE REQUIRED ON ALL DISTURBED AREAS.
'
m
PLANS ARE AVAILABLE ON THIS PROJECT AND MAY BE ACQUIRED BY
SUBSURFACE 840.01 BRICK CATCH BASIN a p m
° °
CONTACTING THE ENGINEERING AND PROPERTY MANAGEMENT CONTRACTS DIVISION. THE 840.03 FRAME, GRATE AND HOOD m ?i
CONTRACTOR IS RESPONSIBLE FOR MAKING HIS OWN FINAL SUBSURFACE DETERMWATON.
840.15 BRICK DROP INLET
p
v n
840.16 DROP INLET FRAME AND GRATE
MAILBOXES 840.32 BRICK JUNCTION BOX - 12' Th'RU 66" PIPE
.
840
.34 TRAFFIC BEARING JUNCTION BOX
THE CONTRACTOR SHALL REMOVE, PRESERVE, OR RESET All MAIL BOXES AS REWIRED 840.54 MANHOLE, FRAME, AND COVER
BY SECTION 107-12 OF THE NCDOT STANDARD SPECIFICATIONS FOR ROADS AND 840.66 DRAINAGE STRUCTURE STEPS
z
STRUCTURES. COORDINATE THIS WORK W14 THE U.S. POSTAL SERVICE. 84C.71 CONCRETE AND BRICK PIPE PLUG
846.01 2'-6" CONCRETE CURB. GUTTER, AND CURB AND GUTTER c
i
p
x
p m
w
THE CONTRACTOR SHALL REMOVE BRICK MAILBOXES WITHIN THE ROAD RIGHT-OF-WAY 1170.01 PORTABLE CONCRETE BARRIER c < e
WHICH ARE IMPACTED BY CONSTRUCTION. PROVIDE A TEMPORARY MAILBOX UNTIL THE END 1605.01 TEMPORARY SILT. FENCE 1 -
OF CONSTRUCTONN OR UNTIL SUCH TIME THAT THE PROPERTY OWNER INSTALLS A 1622.01 FLEXIBLE SLOPE DRAIN
PERMANENT MAILBOX, WHICHEVER COMES FIRST. CONTRACTOR SHALL NOT 1630.03 TEMPORARY SILT DITCH
REBUILO/REPLACE BRICK MAILBOX, 1632
02 STONE INLET SEDIMENT TRAP

FENCES: .
1636.01 ROCK SILT SCREEN
1 A
.63203 SILT FENCE STORM INLET SEDIMENT TRAP
THE CONTRACTOR SHALL REMOVE AND RESET FENCES AS NOTED ON THE PLANS z
AND/OR AS DIRECTED BY THE ENGINEER- CHARLOTTE-MECKLENBURG LAND DEVELOPMENT z
TREES. SFfRUBS. AND HEDGES:
STANDARDS:
r
°? 0
THE CONTRACTOR SHALL PROTECT ALL TREES AND SHRUBS OUTSIDE OF CUT/FILL LINES, IN STD. NO. OESCRIPnON
10
178 CURB AND GUTTER (2'-0" VALLEY GUTTER)
r
ADDITION TO THOSE THAT RECEIVE TREE/SHRUB PROTECTION BARRIERS. THE CONTRACTOR IS
ALSO REQUESTED TO SAVE OTHER EXISTING TREES AND SHRUBS AS DIRECTED BY THE .
10.27 RESIDENTIAL DRIVEWAY (TYPE I) FOR VAL'_E- GUTTER ^
ENGINEER. WHEN ROOT PRUNING IS NECESSARY, CUT ROOTS CLEANLY USING A DISC 10.29 CATCHBASIN FRAME IN `ALLEY GUTTER
E
w
TRENCHER IN ACCORDANCE NTH SECTION 01000 o- THE CITY OF CHARLOTTE LANDSCAPE 20.171. CONCR
TE WINGWN.I WITH SPLASH PAD
' U
W
W
CONSTRUCTION STANDARDS. 26.23 RIP RAP APRON
AT PIPE OUTLETS
30.10 TEMPORARY ROCK CHECK DAM a p
SIDE SLOPES:
30.11A STABILIZED CONSTRUCTION ENTRANCE
P
E
E
30.12 RI
R0. AND WASH
D STON
FILTER BERM
THE MAXIMUM SLOPE SHALL NO' EXCEED A 3'.1 (HORIZONTAL TO VERTICAL) UNLESS 40.02 TREE PROTECTION Z
DESIGNATED BY T'.E ENGINEER. A CUT SLOPE OF 2:1 MAXIMUM WILL BE USED ONLY 40.13 TEMPORARY TREE PROTECTION z
AS DIRECTED BY THE ENGINEER. CHARLOTTE-MECKLENBURG UTILITY STANDARDS:

ELEVATION DATUM: SHEET NO DESCRIPTION

?
{{
` 1!
///

,,,
{{
S-15 CAS? IRON FRAME AND COVER FOR SANITARY SEWER MANHOLES
IAl A ? R R
LD E
ff IM I
?
-

ELEVATIONS BASED ON NAVE) 1985 DATUM. SOURCE OF DATA IS LEGS 'NETHER."
NORTHING -16,439.52, EXSTING 744n,6B4 tE AND LSGS 'M07", NORTHING SiS 37961
W-"7 314' AND 1 WATER SERVICE CONNECTION' PCT[ L 'v, I'
L
P
W-16 CONCRETE METER BOX FOR
3/4' WATER METE-t'
^?y
y V
EASING 1,441,254.80. W-19 CONCRETE METER BOX FOR 1" WATER, METER
H
b
i
i
i
EXISTING GROUND SURFACE
NOTE DO NOT USE ANCHOR
RINGS ON PO. CP. OR AC PIPE, CLEARANCE AS NOTED M
CONSTRUCTION PLANS
JOINTS BEYOND PROP.
RROCABON
45' DUCTILE RON
EEINDS ROUTE AS
NOTES REQUIRED (TYPICAL)
1. RESIDENTS SHALL BE NOTED OF AMY 041MUPTON N
WATER SERVICE AT LEAST 72 HOURS PRIOR TO INTERRUPTION-
7 THE CONTRACTOR SHALL MINIMIZE THE MME RESIDENTS ARE
WTOUT WATER SERVICE AND 94ALL NOT ALLOW WATER
SERVICE TO BE NiJRIPTED FOR MORE MM I X01125.
3. FITTINGS 9011 BE RESTRAINED USING MECHANICAL JOINT
RESTRAINTS, STAINLESS STEEL TIE RODS, OR IESMAIN ED JOINT
PRE AS APPROVED BY ENGINEER
NOTED IN
PLANS
NEW PC350
DOCILE IRON RIF
(TYPICAL)
CENTERED STORM
'ENCH SECTION FOR WATER
BELOW STORM DRAINAGE Cl
NIPT?ADNYWN Fl1 ?,
mAmm
Ir AT
PSNARB AWNS
f??ATIf
' ?dGVArt\
3 \ JY
?l i iS 1MMM p9W
"CTION FOR CHANNEL EXCAV
OF EMERGENCY SPILLWAY
- INSTALL
MECHANICAL JOINT
R STRANTS AT ALL
JONTS (TYPICAL)
?ELOCATION
?S' A.TS
maA10
\? 1 IRrtY PFPp T
Iay-
©uA?iTmc?s uD?NE RAanm
Ta a MTH mwa
IAWti
IDS ACINEM ASM-W.TpI
A6'PUCwS
DOWNSTREAM
maw
? XIMAgd
XCAVATION DOW
OF PRIMARY SPILLWAY
5D' R/W (NNIYIM)
25' MN. £ 25' MN.
T-O' it•-6 11,x'

ELEVATION DIFIERQHCES O N' (YAWABLE)
(VARABL
E)
BETWEEN TOP O N® AND FRO. OWIE FT f r-0' 9'-G 9'-6' 4'-0'
D pdSK ONCE OF FOR TOE 1 . COI. 2' (VARIABLE) (VARIABLE) I MN.
yMp0.4BL - 6-7/C
ElQ COURSE - 7/B' .men Z'/FT'
J1
2 V%F 16t ?
PAVBYEM CfWTLL
® Y NPACED 1ML1PES5 AYPHN.i CONCRETE BDffS
1. SIDEWALK SHAM BE PIOYD® ON 60TH SIDES a
SLRFACE COU.Y, TYPE ST 934 TE 3TIeET A MNMM OFf FROM THE BACKa
® F COMPACTED THICKNESS ASPHALT CONCRETE BASE CRB AS SON ON PLANS,
CCIEE OWE BSOC
® 2'-0' STANDARD CAM k GUTTER (CM D MYNA) 2 THE CON (TPA46Vr%SLOPE) FOR 11E TYPICAL
SECTION ON Ta SHEET IS 3/8' PER FT.
®4
4 TYPICAL STREET SECTION
G2 LINE ANSI DRIVE - PRIVATE SCALE: ,/r - V
F
6' HALT COMPACTED TE THICKNESS,,
COOTIE BASE
TYP1111T BASE DUPSA
DEPT B2&OC AT APPLIED O Lasy
LIFTS APPUm N TWO LFl£ 2f
sARB AND
REMOTE TOR CURB REPLACEMENT ONLY
3 TYPICAL OVERLAY AND
G2
2• COMPACTED TIIOOLSS OF ASPHALT
CONCRETE SUWACE CURSE TYPE SF
951 0 110 IBS/SY/NCH
SAWCUT AND
REMOVE FOR CURB REPLACEMENT ONLY
NOTE: ELEVATION O LP OF PROPOSED COTTER IS TO MATCH
ELEVATION O LIP O EXISTING GUTTER. CONTRACTOR IS
O SUPPLY AND PLACE BACKFILL MATERIAL AS NEELMD
TO MATCH TOP OF NEW CUM CONTRACTOR IS TO
EN9pff POSITIVE DRAINAGE M ROADWAY OR WATERWAY
AMY PONDNG WITHIN THE STREET MOLT-OF-RAY IS M
BE CORACim BY THE COMMACTM.
TOR CURB REPAIR SECTION
SCALE. 3/B'
1WOTH VARIES
BASED ON TRENCH DEPTH
iI
\-6• DEPM OF LOCAL MATERIAL
OF SUPPORTING
C
A EO
MINIMUM SLOPE BASED
ON OSHA STANDARDS
.
UNDISTURBED EARTH UNDISTURBED EARTH
24' 2e USE SUITABLE EXCAVATED MATERIAL
AS BAIXFLL-- PLACE L COMPACT N
6• LIFTS TO 95L DENSITY (STANDARD
PROCTOR) EXCEPT FOR FINAL 2
INSTALL
MECHANICAL JOINT ? UNDER PAVEMENT.
RESTRAINTS TWO

JOINTS BEYOND J* _ /
PROP. RElOCAT10N

PLACE PIPE ON SUITABLE EOSTNG
RIA
OR FOUNDATION CONDITIONIf4G
/ - MATE
L
MATERIAL (SELECT MATERIAL CUSS 111)
\? .' .... ... M DIRECTED BY THE ENGP&FR.
BM
A MINIMUM O 24' FROM OUTSIDE DIAMETER O PIPE TO 913E OF TRENCH MUST BE ALLOWED FOR
COMPACTION OF FILL MATEMAL BACIOIL NO OF TRENCHES SHALL.BE ACCOMPLISHED
IMMIEDATELY AFTER THE PPE IS LAID. THE FLL AROUND ME PPE SHALL. BE PLACED IN USERS -NOTfS,.
NOT M EXCEED 6'- .UNDER-NO CIRCUMSTANCES SHALL WATER BE PERWTTED O RISE IN UBACKRLLED TRENCXES AFTERTHE PPE HAS BEEN PIAC9. COMPACTION REQUIREMENTS 11. ALL CONCRETE AND ASPHtiT PAVEMENT. INCLUDING
BHA, BE ATTAINED BY THE USE OF MECNANUC L TAMPS ONLY. EACH AND EVERY LAYER OF DRIVEWAYS, TO BE CI" MM A SAW.
BACKFEI SHALL RE PLACED LOOSE AND THOROUGHLY COMPACTED INTO PACE
2 ALL PAVEMENT REPAIRS ARE SVBECi TO APPROVAL By
2 ALL BAC(FIIL MATERIAL SHALL HAVE AN N PLACE COMPACTED DENSITY O? 95£ CITY O CHABLO'lE O.O.T. AS APPLICABLE
1 ALL TRENCHING OPDRPi10N9 SHALL MEET OSHA STANDARDS. 3. SHORING REOCRrD IN ACCORDANCE WITH OSHA STANDARDS,
PART 1926, SUBPART P.
4. FOR HOPE, USE S57 STONE O 12' ABOVE TOP OF APE.
FOR STORM
OUTSIDE
WIDTH VASES tr NIN
tr MIN. BASED ON TRENCH DEPTH
1 SAW CUT
FOR PAVEMENT---,J,_
C CCPA:'TED TIaaME O
ASPHALT. TIME CGUR E. TIP"
8250C AT 114 LBSMAL
UNDISTURBED
`MIMMUE SLOPE BASED
ON DSHA STANDARDS.
'--UDWUREIED EARTH
USE SUITABLE EXCAVATED MATERIAL
AS-B1061L PL CE 3 COMPACT IN
r LIFTS TO SIR DR'Stt (STANDARD
PROCTOR) IEX EPT TO= FOP. FINAL 2
FEET UNDER PAVEMENT.
PLACE PIPE ON SUITABLE EDSMNC
MATERIAL OR FOUNDATION CONDTICNIING
MATERIAL (SELECT MATERIAL CLASS N)
AS DRECTD BY THE ENGINEER
1. NA OTES,MINIMUM OF 24' FROM OUTSIDE DIAMETER OF PIPE TO SIDE OF TRENCH MUST- ALLOWED FOR
COMPACTION OF fILL MATERIAL BAiC FUMC OF TRENCHES SHALL BE ACCMPUS ED
IMMEDIATELY AFTER DE PIPE IS LAD. THE FILL AROUND THE PIPE SHALL BE PLACEDIN LAYERS
NOT TO EXCEED 6•. UNDER-:NO.: 111=11STANCES SHALL WATER BE PERMITTED TO"RISEHN
UIBACIOLLED TRENCES AFTER TNT APE HAS BEEN-PLACED. COMPACTON REQUIREMENTS
SHALL BE ATIANED BY THE USE'{F-:MECHANICAL TAMPS ONLY EACH AND EVERY LAYER OF
BACLRIL SHALL BE PLACED LOOSE AND TDRWG LY COMPACTED MITI PLACE
2 ALL BACOTLL MATERIAL SHALL HAVE AN N PLACE COMPACTED DENSITY O S=
S STANOAAI PROCTOR. THE FINAL 2' BELOW FINISHED GRADE SHALL BE 1001
4. ALL TRENCHING OPERATIONS SHALL MEET OSHA STANDARDS.
S. BACIOILL MATERIAL BDIEAM ROADWAY SHALL BE SET£CT MATERIA- MINIMUM NCDOT CUSS 11,
TYPE 2 AS APPROVED BY THE ENGINEER.
6. FOR HOPE, USE 057 STONE TO 12' ABOVE TOP OF PPE
.NOTES GOi PFl9j1ENT RYPAR:
1. ALL CONCRETE AND ASPHALT PAVEMENT, INC.UMNC
DRIVEWAYS. TO # CUT WFIH A SAW.
2 ALL PAVEMENT REPAIRS ARE S48ECT M APPROVAL BY
CITY O CHARLOTTE D7T. AS APPLICABLE
1 SXOINC REOIMED N A{XDRDANO WITH OSHA STANDARDS.
PPM 1926, SUBPART P.
N.T.S.
PRELIMINARY
".+
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OSFSDPRI ARIA-SYSCEMDR INAG 57IiU -T?
,
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a MWALLS
a
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ABBREVIATIONS
-..,
m
?y z
w0 FZD LL j °
<? ax a m C.B. CATCH BASIN
TCH BASH

STATION ? d
z CLASS 11 R.C. PIPE R.G&G
(UNLESS NOTED
836
SID F
Qo= -1
° CLASS III F.E.S a
o
y i
E
O
r D.C.B. DOUBLE CA
N.D.I. NARROW DROP INLET

w

Z
z UNLESS NOTED OhffRW
(
OTHERWISE) .
.
(UNLESS
°o <?v
AND HOOD
w
°
v
0.1. DROP INLET
-
o°I ° z
o o NOTED w oi+ STD. 840.03 o a o ; N.D.I. MEDIAN DROP INLET
a F
i OTHERYASE) ?a o m J
m A.D.I. (N.S.) MEDIAN DROP INLET
rc3 z C1 Y
° m m m < 'o (NARROW SLOT)
z o
F a w _ LN. m _
o '' r z ° J.B. JUNCTION BOX CJ c
ZO Z F w z 0 o
'
' ry
° N W u M.H. MANHOLE
0 o
Fo
w rc
o m
w -'
w 0
18'
24'
30'
36'
459
48' 6
A
B 15' 18' 24' 30 35 m m
¢ n
p n
d <
m N
¢
m
T.B.D.I. TRAFFIC BEARING DROP INLET
?. m

o

<
_ o F

D

z a

g

°

m q

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16

T.B.J.B. TRAFFIC BEARING JUCTIDN BOX

`

Wo
4
z
?'
z 4

o
€
o m
w
o
D.I.P. - DUCTILE IRON PIPE v c -
n
?T a
?
ro
o; o m $ o
h o o r 9 m
c
U f o x p .- < TYPE OF GRATE m 177 m N w
w z Cp E w??l
m
'
m 0 M O O 2° O
n a r F H
d f F O O
F
'"
° ?
im jam.
n Z
'
- 2.y s d d d o m ON
Y o
?
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^
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a n d

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u REMARKS ° i y
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2411432 - UIE 'A' FOW 2 51473503 - 14383MI3 65450 81859 -_ _ _ 1 i ATE HEADWALL FOR 48' OF, NCDOT B35B0 -

HIIIA? MB
1 S 0.8 1 SLAB TYPE C. BASK NCDOT Sm. 840.05
3+70.02 - t6E 'A' 0. ®1B 2 514772.13 1438458.15 emDD 610.42 6M22

0818 C 2 W
7 6'75 CDNpETE Id4R. SEE DUAL SLEET DL r
N53M - tIE 'A' Q C 2 514BM78 14]8420.7+ "800
CONCRETE HEADWALL FOR 4' X 7 0.®C. SEE SHEET DI
11+01.17 - LINE "e FOW D 4 515389,00 113816496 16&14 860.48 1
HIT101 D2 4 97
0+28SD - LIKE 'A' ' 661
78 1 O.S 1 6-6' X S-6' MM DROP MET. SEE DETAIL BEET D3.
DF0200 - IBE 0. 4 515463,11 143803
17 68690 .
y
p2 p3 4 102 T
3
'
'
+30.72 - I6E 'A' Q D3 4 515554.16 14]821852 86605 6838 65228 t 12 1 0
.
B6IX DROP INIU. SE DETAIL SNE
5-4
X S-0
?
03 DA 4 18 v
1 is 7 1 BRICK JBCTM BOX. NCDOT Sm. 54832: ?,-WT SM 540.54
1+4873 - LINE CL J34 4 515551.75 1430=42 6023] 66300 66236

.B4 4 7
E
2
Bhp( 002.82.E CATCH BASIN. p80 SID. 280]
.,,-';Iu?1
1+487] - U NE B[H 4 51559058 143822821 88898 86707 1 0. -
.:
JB4 W 4 1D c4'
+ 2.7 1 6-4' X S-W URICK DRIP *LET, SEE DUAL 9EET 03. '
249003 - UE'A CL p5 4 51503873 143624&97 677.70 ? 61167
D5 DsA 4 10
12150 - U IE W 1S M om 4 515876,60 143826337 6854 OIL75 1 1 1 BBIX DROP WIFT, NCDUT STD. 840.15 6610.16
D5 D6 4 41
0+40.75 - UE'A' 0. DB 4 8572DM 143852.8 67170 88730 616.80 1 L. 1 5'-4' %S-0' BRICK DROP 60ET, SE DETAIL SIEEi 03.
BB DBA 4 W
1 21 1 4'-C % S-C BBIX DROP MET. SEE OETK SHEET 03.
345170 -DIE 'A 0. DIA ! 8578.50 1438705.M 676,80 66051 6830
DM 059 6 W ?
M16.72 - UE'A' CL 069 5 SIW4305 143877.78 67&W "As 871.M 1 20 1 4'-B' % S-0' BRICK O0.IX MET. SEE OETAL SHEET 03
DIB .B7 5 EO i?
I 3
9 1 1 BRICK JWCTU N ROL NCDOT STD. 84L32.' NCDOT STD. 810.54.
4+76.55 - LW 'A' CL 37 5 5T56D255 14MM72 65220 97153 67133 .

397 ae s 35
31 1 1 BRR"CROW BM' NLDOT SW. 81831 NCDW SM 81454.
541491 - UE'A' 0. ,B6 5 85930.94 14386876 68530 674.14 67304 1

? 'm o
< n
?
n ?

02 an 6 1? $
1+2843 - LWE'B' CL ffiI' 6 E15540.J4 1438103.14 8790 M43 en99 1 3D 1 1 SM dMCBON BD: BDOT 510. 61437: NCOOT Sm. 84454.

c ?
1
o
<
1 8 ^ 6
w
v
m
2+0203 - UE Y CL J122 6 51563176 1438032W a" 6'77.97 677.77 1 13 1 I TBNFlC 'AIM d &MM MY- NWOT SM. 610.34 6 BM51 0 '? o
JIM / 2 0
2+5&W - UK b' BW 0343 11 8565390 14 59 86194 6807 1 1 1 BBC( CATM BASM NCDOT SDI. BM01; MDCT Sm. 81403
W
a

0.0

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?a

LL?
s r x.
v
TOTAL 754. 272 714 28 775 97 1 1 15 1 29.9 0.6 3 1 7 1 2 5 1 1
2
I?
O
Q1
_ 670
670 ,.e °a a ?ri P e '
me e i
r ?
Pte. TO- OF DAM
°e
i
'-- \ ? m PRW. CPPDE J W
-665 U o
F665-
r
m m
P
? V
m c
660 E nv
-660
W ? xo?
r e
- \ _ _ mnw w mm i 655
55
- l
650 r ? 650
I ' . IXA411AP PAP APRON, _ _ ? -- ? ,??.,.I
n
645
-645
640
0+00 0+50 1+00 1+50_ 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50
HORIZONTAL LOCATIONS ARE IN REFERENCE ID THE NORTHr S rWA7ER SURFACE `i'•? - ?? A?
ffi f
CAROL A44 STATE PLANE COORDINATE SYSTEM AS DEFINED ,.LTV 561.67
1
(NORMALPOO) -
HY THE NORM AMERICAIJ Gl4NM of 7983 (WiDB.7)- A? 1 L i' 3ot I
1-? 1 I
ELEVATIONS ARE IA REFERENCE TO SEA LEVEL DATUM AS
DEFINED BY THE NORTH AMERICAN V-11- DATUM Of /A-
FOR
DEFINED (NAV0 BB). xE szttw ou mx i rna u rt osx-m?sc wAV r f' wrs
??A< xil a '? . s,a?c , eAa ,0,: ? ',i t + ; / i I r PrtExPlc a6 I , ??h'
t i 9DE SLDP6 :*. / II I ? EIELLE'POhO DY ODiA$ /(?
?.t.
_ A?
_ I rr n !? r O
v ? o i6B-10-it6 _ 4mDErEF7C5f--
? ? p0 `ewur uu P 4j7
.OB 1
6)416 6 PG 4i] AF7/DE ye lF 6 Cr
,lm-r?s urc s>? -- -- . _ _? ? ? SEE DETAIL
thr r 7 ? (,' ( Q R _? ? m o"o
M
PPDP o . m .
OLD
L wL?cr
I, W
t _ - _ / PEE
x. aov - - i?f ?? , ?? orbs v o >
• (? V RW cRAaLOrrt a
LI65 0 P?Mt-VLL?C6R0 i S J ?, W
\y .(? °N \ r PROP. AND o
CJA e \ rev OF OLD PMENLLE °
_, m \ _ ' 9 PPO?c
\ axiea'm1 ' a r r r ?'
?? _ Wtrnec Dtga?? F w y /I / PmP. TO BE
AS PMrr a
M ? tcc mn'yo-
a \ PP9P, caom6 :~mo? A C
v? rt ? ?" .imnp- - _ (Nm07 SN. N400) I - "'r CA mA?t TO B
AS PART OF
lop RAP
f '?', - n.c V \? \ = msr. I i695 n0 r r rg l
UE sow C6a tte tl r r u; I? -.
I QI
PBSIENUIE-pe
r? F? (PRNATE DRIVE , s n' ssl"tSl?'"
} / 4 'aa> \ _ ° r u *6R /
fl 11 K _ (ASPHAL'1)
3
s / o \` ELI h e
Y
HORIZONTAL LOCATIONS ARE IN REFERENCE TO THE NORTH
CAROLINA STATE PLANE COORDINATE SYSTEM AS -DEFINED
BY THE NORTH AMERICAN DATUM OF 1983 (N4083).
ELEVATIONS ARE IN REFERENCE TO SEA tE%TL DATUM AS
DEFINED BY THE NORTH AMERICAN VER71C4L 04TUM OF
1988 (NAVD 88).
13 515330:97: 14381$9.75:
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1 _ 515794.28 1438154.83
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-4 515302:63 1438197.76
5 515269.27 1438201.16.. ..
6 51528776 1438177.5...
7 515324F0 143815489
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9 51534159-., .1438175:24; :
10 515329:B8,1 14=n59 -
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HORIZONTAL LOCAnONS ARE IN REFERENCE TO
THE NO P STATE PLANE
_ 1 ' Vv '7- -? I ?•. l? ',i CD NOP SYSTEM AS DEFINED BY THE
o THE CONTRACTOR IS TO CONTACT DOUGLAS 1 I
Y / gA NORTH AMERICAN D4NM Of 1983 (NADB3).
SI MANAGEMENT COMPANY (704-347-8900) PRIOR TO
' E k o' DNS,NG IN THE VICINITY OF THE EXISTING SA19TARY I ?__
?Imrls SEWER PUMP STATION OR FORCE MAIN. 1 ECEVA41NS ARE IN REFERENCE TO SEA LEVEL
r ?(J. ?. , N I DATUM AS DEFINED BY 774E NORTH AMERICAN
111 ;°^ ' 1 (- _ TTTr L _ - r GRADE 4ER DATUM OF 1988 (NAVD BB).
SWHE WITH THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING
-az A i - Ai SUE o$ I SURE THE SANITARY SEWER PUMP IS OPERATIONAL
-- °mA11T a?ADµEro i 1.. AND THE FORCEAIAN IS UNDAMAGED BEFORE THE
P °'ti[ ?? O2 1 I STORM IXLVN TRENCH 6 BACKFEIEO. G?7i _1
' CRIMI Ma SERVICES BANK' ? v ?•y,° Ai
4G7 A I F,: .y ¢nc
D8 16746 - THE CONTRACTOR SHALL HAVE A SANITARY SEMEN [a.?
two-tag uKE Nls PUMP TRUCK ON-CALL IN THE EVENT THE E)051NG
TCE \ Rt •t'":- .' PULP STAnON/FORCE MAN IS DAMAGED OR 97415 _.. - . -- - - - -m? 1 i4- Y
-
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ELEVATIONS ARE IN REFERENCE TO SEA LEVEL DATUM AS CHERRYCREST LANTE u a 6 S
NORTH AMERICAN VERTICAL DATUM OF .(50 R/W) re11 .--V
DffMED BY THE
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HORIZONTAL LOCATIONS ARE IN REFERENCE TO
THE NORTH CMUNA STATE PLANE
COORDINATE SYSTEM AS DEFINED BY THE P r / NORiFI AMERICAN a4TUM OF 1983 (NAD83).
ELEVATIONS ARE IN REFERENCE TO SEA LEVEL
DATUM AS DEFINED BY THE NORTH AMERICAN
VERACAL DATUM OF 1988 (Naw 86). ?O
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EL. 660.0
EL 650.0
EL. 640.0
EL 630.0
LEGEND
EXISTING SOIL PROFILE OF DAM ALONG CENTERLINE
SCALE V = 20'
ESTIMATED EXCAVATION
EL 670.0
SOIL
BORING i BORING SURFACE
STA. ELEV. PREDICTED PREDICTED
EXCAVATION ELEV. EXCAVATION DEPTH
p-1 665.5 649.0 220
B-B 665.0 645.0 20.0
B-7 665.0 650.0 15.0
EL 660.0 NOTE: ALL ELEVATIONS ARE PER SITE DATUM.
EL. 650.0
EL 640.0
EL 630.0
EXISTING - ALLUVIAL SOILS
EXISTING RESIDUAL SOILS
PROPOSED LIMITS OF EXCAVATION
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TRAFFIC CONTROL NOTES
I
3. CONTRACTOR SAL IYNAN A MINIMUM O OIE-IMO: 1W0-W91' TRAFFIC DURING CONSTRUCTION ACIMIY
i. ALL TRAFFIC CONTROL UNIF 506. DEVM NO OPERATIONS SHALL CONFORM CI THE X115 O UR4M AIC FII FICAGGN6 OPBU1D16.
Tiff NNBAe CO UNIFORM
TRAFFIC CONTROL EVICFY (MILTOOD) THE CITY OF CHARLOTTE 'TWIN
TROL
ARG TRAFFIC CONTROL HAIiDAOgf' (WIOCH), '!OM EDITION. TIONfDN. L SBN NmD-7a (FTACIR ANFAJ) SHALL E DISPUTED ONLY OMEIG EtISGHNG OEDUWI6.
2 CONTRACTOR 91111 MAINTAIN ADEQUATE NCRER AND EGRESS TO ALL PROPERl6/DRIVENAMS AT ALL 5. DUMM CDNMRUC ION INACTIVITY MV/OR AT TIE END OF FAIN WON( DAYS CONFUCIOR SHALL CLEW
WON( AREA AND N6WL IbECESSW TRAFFIC CONTROL DEVDES.
3 SIGNS 871-4 (ROAD CLOSED W THOU TRAFFIC) MAY BE SERWDIf. 5A P A PPE TRENCH IS REQUIRED W E LEFT OBI OVUM; HT INSIDE THE EMITS OF A RAND CILSNIF 1
. CO ORM BNO1B6 SHALL E PLACED AROUND TIE PPE TRENCH.
4. TYPE m iWWOE.S BARS E O SUFICFM NON W CLOSE ENTIRE ROADWAY. P ACCESS TMU
lE$4WIADES S NOOSED FOR CONSTRUCTION ACTIVITIES, LONR4CIN SHALL ENSURE THAT THE ig PO RDWE OOICETE BVWD6 SHALL CONFORM W NNCT 9D. ND 1710.01.
BARMC YS) ARE RE-ADJUSTED W PDPERLY CLOSE TIE R MW BY THE END OF EACH BdN1Y. &C. FOR ROAD CED9U6 UALMIG CIDSUE5 OF Mi LANIM, FOR PIPE WN57NICION W W RON
S. CONTRACTOR SHML WOE CWSIRL'AONt W1RMC SRS DIE WIDC PRIOR W THE EOEWINC O
MWRL ENIIDUH? PORCINE CONDRTE BARRIERS SMALL BE FlCED AT W W THE ROW CrNMLW ND
SALL UIEND ACROSS THE FULL WIDTH OF'RO10NY PA EMENT. N BUN SOO OF PPE TENOL

0. ADDITIONAL TRAFFIC COWIAE YFASTAP3 MAY E REQUIRED AS SITE CODRIDI6 WARRANT O AS

ASURES
M
N S0. TYPE A. Lai' MB6TTT WMENG LUIS SNNL E MOUNTED NG THE TOP OF PWWWE CONCRETE

OWNER WALL
OV
RO.LS.
E
DIRECTED BY RAF CRS'
ITS BARRIERS M 5 FOOT MOANS (ML) WITH WWOM LISTS ON EACH END OF
7. CONTIMMOR STMT. ENSUE THAT TWFM CONTROL EI S ARE N PLACE MD OPBd111D SE CRASH CUSHIONS SHILL E 16PLLFD AT BOX ENDS OF ALL ORIQEIE BARRIERS PARALLEL W THE
ROADWAY a
PROPERLY AT ALL TOES .
0. YF1ClAECAE N PVCE ND m?tlRP6 PROPEALY?ALL TI
TO ERSJRE THAT TAX WORD B S.CO AT mArAc I (OS ATN? 716-70 WHEN THE NUMSER OF TRAVEL LAKES TRANSPORTATION
REDU® FROM
. NORMAL WRONGS O IE STREET 6 REpARED W E ODSED. EXCEPT N EMERIENC45. THE FDUONRIS r'
1 CONIES SHALL E USED TD DELINEATE THE EDGE O THE ROADWAYOURNC COISRLICDON N AMC NOTIFICATION 6 SEQUINED:
. WHERE CONCRETE CIIRlD NIGH SIDEWALKS NYSE SEEN RBDYED. COTES' SHALL REMAIN N POLE
UNTIL =CRETE EASING AND S MWS NWE BEEN REPLACED. COIFS SHALL BE 26' N MOW
AA CLOSING ONE OR MORE TRAIFL LANG - FIVE (5) WOROD DAYS PROF W THE SCHEDULED WOR ;
AND HAVE ERH.90® SKIDS AS SHOWN N THE WHOOP MANUAL, FICLE 4 P1 T B. CLO PIG A STREET - TEN (10) WORNRIG DNS PRIOR W WE SCHEDULED NViK ?.
ID fAEIDSWA N SHALL E DNO1 W PEDESTRIANS SAFETY N TEMPORARY C06IR Ctm WAS W
HIGHWAYS AND SEETS
7. R6N0 W SPECIAL PAN90S FOR ADDITIONAL SECLFTJOM6 AID FOR PROTECT PNSNC RELATED TO
TRAFFIC CONTROL
1DA PEDESTRIANS SHOULD NO E LID INTO DIRECT CONFLICTS WIN WORK SITE IOECIFS,
OR OBMIDIS
DRAPIBR
0. WHEN A ROD CLOSURE HAS am APPROVED (SE SBAOS B MD N O1E WATCH MANUAL) THE
,

AT
THE
CLOSURE
RE
G F
IDTC
IDIOT ONE (1)
E9UED W M
E
R1
?Y
108. PEDESTRIANS SXOND NOT E LED INTO DIRECT CONFLICT MOM MIN LINE TRAFFIC MOVING
)33&=
0 DIE
A= (703),1183216'
AT
EN
FIE
.
CLOSURE. POLICE WSPA
PECI
DISPATCH
PRIOR W TE
EA
MOB(
TWOAN O AROUND THE WOAD SITE D
ENCIES
THE AGENCIES AMC C AD
06
ME= DISPATCH (AF)T36-0Olk 4 COM OT PIIS p C SERVICE (MI)33s-3M. EACH OF
10.0. PEESMMIS SMU0.D E PRIDED WITH A SAFE, CONVENOR TRAVEL PAW THAT REPLICATES SELL ALSO E CONTACTED UPON LEDP MND O THE ROADWAY
AS NEARLY AS POSSIBLE THE MOST DESIRO E CHARACTERS= OF SIDEWl6 OR FOOTRom N. TEMPORARY CONCRETE SNOOKS SOW. E USED W DELINEATE THE WAN AREA

R7
100. WEILVFR PEEL SNNUE SHOULD-SE TO T6® DIPCT31.kSTEMb SAFE STREET
7DPDIMMT fAISTRJCRN 20E 9M6
cRDSSAIa N AO!AIWE OF AN ONmOTEH WMd
SHORD BE 7NAED A7 IFWSDA06 SO THAN 1!NOE17R1/S, PMITICUHARLY N
C- mNiR1L FDTB - IuN MIST DRIVE evAArr _ ONT611N?AY SECTNTx
wMSr
IWGHI-TRVEFIFAOWIE,'IA6M;AID,9BP6W')REAS; NE NOCNFANIm RTIN IRA DOCK
FNK ST6 7NAC'WLL IDUE IIEM10 SRATTE iFMPLNYRI' IPAFRC COTAOL AWE N
T C?9
NG
STEP is

CNS OE WEEP f6C W lE BFC
AL
ALL CONSTRUCTION WARNING
A
L

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.
WIE A#D-NHLR SKEE
,OF
W ,OILCT
115E SIGH CS?mi'j SDBR89C-E11.EOliER,SDE'OF-57REEf
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THE O .ACCOR INSM
CE ITN T
L
W
NPNN im
ADVANCE
'N ES AM 1Nff RAIN 1E NOW E VIDSOUNTIL UNTIL 0 ALL E ICI WNUWD 906 SMALL PLACED O E N ALL
APPROACHES AM SHALL REMAIN IN PLANE L OOTRLICTDNI IS CdAP1EiFD. PLACE MdWNCE WARNING
TYPE J

R
1pE.4EFER W OADRW 1. SDDDWX
TIE COSTAICIDN SONSALONG IRE NOT DOVE
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11. HANDBOOK

STORAGE OF EDILIEM AD MAZERIS: DURING PEREDS O CONSTRUCTION RYC WITY ALL , L STEP 7-'
THE CONTRACTOR SHALL SICIONL THE NORTHERN SECTOR OF MME MET DRIVE W ODASRUCT A MINIMUM 20
FOOT WIDE 7EMMRRY ONE. TR9E1 LANE (6' THCIO W E USED DURING, COIEIRDRW EL THE S
N 46
( ,E
I I
ARCHDALEDRIVE
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ERICADES
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CONSTRUCTION FDEPIEM AID MATERIALS MAY 1E SHOED N THE SORT OF WAY OR TEMPORARY ECDO! OF lE WE MST DRIVE CULVERT. SEE GRADING PUN ED . FOR TNPOPFTT TRAVEL L
CONSTRUCTION EASDONT, BUT MUST E PLACED AT LEAST W FEET OR MORE FROM ANY TRAVEL LAVE BEET.
12 THE NNYUI ACCEPTABLE WIDTH O IMPOMRY TRIYFI. WE5 6 TEN (10) FEET, HOAEV'ER, A LANE THE CONTRACTOR SKILL CONSTRUCT THE TEMPORARY GRAVEL )PAWL MME USING
ANON OF TWELVE (02) FEET 6 PRUERED AND SIEID E USED 'WHENEVER POSE. WATCH ON AM 2 - NON AEA N SHOULDER (P O MORE FROM PoWUENT) )
WATCH DIAGRAM 3 - WORT AREA ON SIMMER V TO B' FROM PAVEMENT)
WOCR OYGRW 4 -RANK AREA O 9DUIIEA (MOIL FMAOMIINLNT N PM9R7D
'
Y iRMRC)
WAFN DIAGRAM R - WON NEVI N ERREL LYRE BAIRTNOC 2-WA C1 3L
STEP 3 X 24" U
1. SINS R11-2 AND RI t-4 STALL E 06Ri1TED ONLY CLINIC CONSTRUCTION OPERATIONS fMMI W DE CONTRACTOR OR SKILL INSTALL TRAFFIC CONTROL MEASURES AS 910E ON FURS TA-7 - 9DAD C DSED \
WITH DWSS;l or THE 'PART Y - STANDARDS AM ODES FOR TRAFFIC 00003 FOR STREET AD HIGHBOY ( L)
Y CLOSURE AND SMALL E REMOVED AS SOON M APPLICABLE WHEN ROADMY 6 RE-aDRD W
RA
aN6ITILTld1 MUTOWEL UTILITY. MD NmEET MNMOBBT OPDM7IN' AND W&W TRAFFIC PATTERN W
C
THE NEW 11145 M TEMPORARY SAE MARC COSTRLRN O THE SOUTHERN SECTION OF THE WE MIST
2 CONTRACTOR SKILL UE DIAGRAM NM R, TWO-WY, ME-UEE TRMRC (FLAMER CON'IRU a TE CDOT ??.

WATCH H NDBMD DL49M CONSTRUCTION WHO CIASRE O OHELANE 6 RENMRDFL409M MUST E WAN ZONE MD SIDE SRA1L E NRAFCIED AT WE MOWING AD END a EACH WMKM DAY FOR
EUSETHER
l?' tBCO
DII CONTHACIOH W RYOVE ML EDTOIENT FROM DRIVERS LYE a SOT ADDS
AVDPCULVERT CONSTRUCTION RANG NOWWORIONG HOURS
I /
Lj 24' K624'
. d
A
?mffid M= 20' SEE TEMPORARY ! I) RCM
NARROWS
/
/ ORIE (R" m -Z 7
4E
SLOPE OEUL ,
)
9871'
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c
BED iFDITN / PEDESTRIAN! EDGE C6 ON TMtS +
AV
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TEMPORARY 1B U OF #
. j a^'W1611WIC7 A YBrG WT TRAFFIC O M M
MCMN BN AND E W E105TN0 15
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TRAFFIC
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i
PROP. ISIigRe -
NV.IRN -!6N.'7D_ _
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?°'P-?? ORRIS
?I CONSTRUCT 4' WE TEMPORARY !I j
1. OWFL PEDESTRIAN MEDWAY (4'
TNclo WRI U CADS SLOPE I I.
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? RANI { •
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\ _ _ .. \ carAE3E eA00DEs
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PROP. 30' HOPE IN. N - 662m

89 PRO. 30' HOPE 1N. OUT - 66200

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ELEV. = 670
W D61AY f , /.'
PROP. 5' IDPE N
B
S
'
20' ! •'D 20' 40'
! /
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IDPE
BYS
PROP. 30
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RDAD
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30" X 3C
(WZi-4)
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(WI-4L)
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LAKE MiSTDRWE -
I? OBfk
SIDE EF
STREET
24" X 24'
TYPE III BARRICADES
EDSED
CTB
48' x 30'
?J
C13R
48" X 24"
(WI-6R)
LAKE MIST
POND
LEGEND:
o DRUMS
a PERMANENT SIGN
Pr PORTABLE SIGN
w TYPE III BARRICADE(S)
- - CREEK
EXIST. STORM DRAIN
O PROP. STORM DRAIN
CONSTRUCTION AREA
TEMP. CONCRETE
BARRIERS
NOTE: MUTCD SIGN IDENTIFICATION
CODE IN PARENTHESIS
LAKE MIST DRIVE -DOW
(REFER TO PLAN SHEET 4 AND
133)
Pi6C
50' 0 50' 100'
SECTION SCALE: I' = 50'
DETAIL SHEET

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TRAFFIC CONTROL NOTES j
r?L
1. ?LNl7>Fs
ALL 7RVN6 CONTROL 906, EYAS AND OEMTWW6 SHALL CONFORM TO THE PEDtNElEN6 OF
5, ONWG CONSTRUCTION INACTIVITY A D/M AT THE Elm OP EACH WORK MY, CONTRACTOR OWL CLEW
WOW AREA NO WILL NECESSARY TRAFM CONTROL DEVICES
THE IMNAML OF UNIFORM 7 WM CONTROL MVUCW IMUTCO) AND THE CITY OF CYALDIE YDAK .
AREA IWM CONTROL HANDBOOK C'WNICH). 2DQ2 EDITION. 5A IF A POPE TRENCH S REQUIRED TO E EFT OPEN OVERNIGHT INSIDE THE LIMITS OF A Ram CLOSURE.
ATE 6VNEAS 9N1 BE PLACED AROUND THE PIPE TRENCH.
L CONIM40M OWL MAINTAIN ADEQUATE NOR551M-ECRESS TO ALL PWOPEflRS/ON1'EMAYS AT ALL
TIMES. SA PORrAEE 44i0k1E BARRIERS SHALL COWDEIM 70 NCDOT SIC NO. 1170.01.
3. SENS R11-4 (ROM CLOSED TO THAI TRARIC) LOY E Wr. 5.S, FOR ROAD CLf6NF5 DNMVNG CLOSURES OF ALL LANES. RN PIPE CONSTRICTION NC m RIND
CEOFFILDIF POMANE CONCRETE BARRIERS SHALL BE PLACED AT W TO THE ROAD CE TEBNE NO
l
4. TYPE 11 BARRICADES SHOAL BE OF 9E}RHE WON TO CLOSE ENTIRE ROADWAY. F ACCESS THRU

IDES 6 REQUIRED FOR CONSTRUCTION ACRARB, CONTRACTOR SHALL MINE THAT THE
BWAF
THE
T SHALL FATED ACROSS TIE PAL WIDTH OF ROADWAY PAVEMENT, ON BOTH SIDES OF WE TRENCH. I
e
??
?
81?TgCM) ARE RE-ADJUSTM TO PROPERLY CUM THE ROA M1Y BY THE BD OF E K VOMW. 5D. TYPE A LOA NER61N' MANES, LIGHTS SHALL E HONIED ALONG THE SLOP OF PAmDLE CONCRETE
BVO®!5 AT 5 FART INTERVALS (IN) NTH WARNING LIGHTS ON EACH ECI OF BARRIER WALL
1
3 CONTRACTOR OWL PLACE D]STRCIIOM mmm SBS OE BEER PRIOR TO THE BECINIONIC OF
INN, 5E CRASH CI91MS SHALL E INSTALLED AT BOTH ENS OF ALL CONCRETE BVIRES PARALLEL TO THE
ROADWAY
? I
8. ADDITIONAL TWFACCONTROL MEASURES AM BE REQUIRED A4"SHRE'CONRDNS WARRANT OR AS .
DIRECTED BY THE On *OR ITS REREESEIRR.FS B THE CONTRACTOR 94ML CONW.T THE 04ARMW DEPARTMENT OF TRANSPORTATION
SECTION IA149i {706 .IDNI SOB-mB8 NfN THE NUMBER OF YAYFL ALES NE EDU ED FROM
7. Cdij TOq 9AU.B611E TIM TRADES, CONTROL. lEtlWR NE N PLACE AN OPOWNC
? NORNLL9011DM OR lE 57RET 6 TO E CLOSED. E CEFr N EMERGENCIES. THE
r' a
Y AT NL 1W FOLLOWING NOTIFICATION 6 REQUIRED- J
S fONIRAWLOR 9Wi-NDHNOW 1RAFlC CDNTROLL DUNE-NBMIE HOURS,, WE'!®O5, AND HOLIDAYS
r IA CI090 ONE OR MULE TBNM- LIES - FIVE (5) WORKING CH'S PRIOR TO THE SCHEDULED WAN; M
AM OPERATING PNAIMY AT ALL IIES.
10 EN9RE VM-TR FFIC DORWOL NA90F5 A W pi W
R COMM SNAIL E USED TO DERFAiE TE EDGE OFF 1HE ROADWAY COMM CONSTRICTION N AREAS
HAVE BEEN REMOVED CONES OWL MM N PLACE BB. g191D A SKEET - 10 (1o) WOMNC DABS PROS TO VIE SCHEDULED WOK K
U
REFS CONCRETE CUBING AND SDEWNUM
UNTIL CONCETE MG AND S?YNiCi OAME BEEN REPLACED. AGES SHALL E 7B' N HEIGHT 7. REFER TO RM4 2 NOES BENCH FOR ADDITIONAL 9REC FrMO S AND FOR PROJECT PHASED ELATED
TO TRAFFIC CONTROL '
MD RARE REAECIO¢ED BADS AS MORN N THE AIRY VANDAL FUGUE S. P.19.
B WHEN A ROAD CLTEUE HAS BEEN APPROVED (SEE SECTORS AI AND IV OF THE MACH MANINQ THE I
10. CONSIDERATION SMALL E GIVEN TO PEDESTRIANS SAFETY N TEMPORARY [06TRIC710N ZONES M MEDC'Y EOUEtiT10 THE CLOORE 6 EIEIED TO NOTIFY THE FOLLOWING CEDES AT LEAST ONE (1)
HIGHWAYS NO SREES EARN PRIOR ro W VFW= 0.0911E POLICE DMPRM H (704)318-l36; FIRE 06PAIM [phone]: U

IDA PEDESTRIANS SHOULD NOT E ED INTO DELI CONFUCIS WREN WORT SHE VEHICLES.
MEDIC DISPATCH (704)33B^Mm: COOT PUBLIC ERNE [phone] EACH OF THE ABOVE AGENCIES '
ERUPMNC OR OPERATION. SHALL ALSO BE COIN IM UPON REOPENING OF THE ROADWAY
108 PEDESTRIANS SHOULD NOT E LID Nm DIRECT OOEIICT WITH MAN LIE TRAFM MOVING 9. wkrowf CONCRETE EARNERS OWL E USED ro DELREAIE RE WAN AREA
iRDUGI OR AROUND THE WON SITE p}A;
1oa PEDESTRIANS SMRD E PAOVDED WIN A SA I. CONVENIENT TRNQ PATH TIM REPLICATES PHASE: 2-I114 CONTROL NOTES - LAKE MIST ORNE HOVER - UPSTREAM SECTION CH RYCF
AS NEWLY AS POSSIBLE TINE MOST DESAEAS E CHARACTERISTICS OF SDEAIM OIL WOIWR6.
STEP 1:
E TO P
U
SECT PEDEST SAM
EA6 TO STREET
R PORNIG 90NA
10.0.
'

AD 906 ONE WERE PRIOR TO USE ERD OF
RE
THE COITACCNR OWL FINE CH HANDBDN WARNING
MWA? WNOMC CRS OWL E PLACED ON AR ALL
c
'RAW ACCORDANCE WITH M WATCH
N 7
CONS
NCO
oosso
M C06VALTION ZONE D BN
N ADVANCE A AN ENCOUNTER R W814 N A 1EAB!f4E
SHOUD E PRICE) AT NIFIF60016 WO 1TM FffiWYVS, P/RAgAAPLY N
M6 NOf WNRONED NRI IM BL00(
NN-TRAPS-VOLUME OIBW MD 9NINMA .NFAS UNTIL
O
. ALL
APPROACHES ND SHOAL BEAN N PUCE E IMTL L CONTRUCIWON 6 COMPLETED. PLACE ADVANCE WARNING
$N NORC LANE MIST DIM.
,
'IAN SAES THAT ARIL m11E i?lW m TNT THE TflPORN0IRNFIL' COMIWOL ZONE OR
MANE A WD-BLOCK SKEET CW0391G.
SB Y
TBE EDIRN CTM OWL BAA78LL THE NORTHERN SECTION OF LAAE MET POND m CONSTRUCT A MINIMUM 12

1
TAE: TIE SIGN a. (24'%Y4'I 'SmEWNA t10ED RESET onER SDE a snEEr' m 01EL'f
' FAR WEE 1EFORBY NMEL TNN4 NNE (F MAT) ON THE SUM SIDE OF On M157 OAE TO E USED
DLWN% COSMATDN A THE NORTHERN SECTION OF THE WE MIST aM OBVERT. SEE O ADNO PUN TYPE B
01
RFEA ro-. WWOW 7. 9SWN1f
PEDESIRA6 9KFLY YBONx TE C067TNCROG:.ZOE:
IN 111E CNYEAITE OEPAAERTITIIEIf O' 1RVSPORRION WORN TEA iPNFTC D7PTROL EM FOR TEPOINO IRAAEL NNE ON 7HUS SHEET. R
HANDBOOK THE CONTRACTOR SHALL CONSTRUCT THE TEFOAM GRAMM TRAIFL LONE VSM /
11. STORAGE OF EDIAIRENT A14D MATERIALS. DORM PERCDS OF CONSTRUCTION INACTIVITY. ALL WATCH DIAGRAM 2 - RAN AREA ON SHOULDER (P OR MORE FROM PNREENO
CONSTRUCTION EQUIPMENT AND NOEALS MAY E STORM N THE ROOMT OF WIF OR TEIPORWY
BW MUST BE PLACED AT LEAST 10 FEET OR MORE FROM ANY TRAVEL LANE
CONSTRUR; FASEYEXT WATCH DVOBW S - WON AREA ON SHOULDER (7 ro P FROM PNEM040
WOCH DIAGRAM 4 - WOW AREA ON SHOULDER (NCR ECRCICMONf ON PAVEMENT)
.
ARCHDALE DRIVE
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-TO BE IN PLACE NTEN
FLOGGER NOT IE! Ui
y' I i^?.? Orr
C
X36
(R7
I TC
12 IE MINIMUM ACCEPDW E WIDTH OF TEMPORARY 7RMA1 ALES 6 TEN (10) FEY: HOWEVER. A LANE STEP t 11-2)
WIDTH OF TWELVE (12) FlET 6 PREFERRED NO SHOULD E USED WIEEIEA POSSIBLE TE'C&IRCDR OWL ISOLL 7RAFM CONTROL MEASURES AS SHOWN N THE AGUE BELOW ND OR WATCH
mwm N - wo-TIDY. =LAME 7Rim (RA001R OMINIM ND DIVERT ZED PATTERN m THE EW
OOW6WFN1 TEMPORARY UlE DLANNC CONTRUCLIOp OF THE, MOTIIEN Sw OF THE LAKE MIST aL1fRE
PROECf N(ITES: 'WORK ZONE AND SOS SHALL E INSPECTED N THE BEDIMND A D ETD OF EACH WORON TAY FOR
1. SNS RH-2 AND WI-4 GALL E O@IAYED ONLY OWNS, CONSTRUCTION OPEM110S REOAND COOTCON AN LOCATION. CONTRACTOR 701810.E ALL EQUIPMENT FROM DRIVES ME OF SCRTT MOSS C13L
WOMMY CLOSURE NO SHALL E REMINED AS SOON AS IPPIICABLE WEN ROADWAY 6 RE-OPENED TO MOP. CULVERT WNSIRIICIIOA OARING NOM-'ROUND HORS. SETT YIELD SGN WHEN RAMER 6 NOT USED ^ X 24^
TRAFFIC. AS SHOWN ON PUNS. J ( L)
2. CCNMWM STALL USE CROWN N0. R, 7ND-MAY. ME-LANE WRAC (RAGOBR 00!1p DF iN CWT MFFIC COMRDL NOTES - CHE FRV IME COON BASIN K»67R CMON
MICI INODBOOK DOING CONSTRUCTION WHEN CIDBLIRE OF TINE LAVE 6 EOI.MO. Fl/LNE6 WEST E IE CONTRACTOR SHALL CONSTRUCT ADP. CROW BASIN NON CNWOICRST LANE 1910
USED.
04807 0M#WI 4 - WORN ARE W SHOULDER (MNOR ENCROACHMENT ON PM9RN0
3 CNMCIDM OWL MAINTAIN A MINIMUM OF ONE-LAW- TWO-WAY TRVI1C OWING CONSTRUCTION ACTIVITY
UTLRM FILAGGI G OERAWNS
4 SKIM W20-7P MADER STEM) 941L E OMPIAYFD ONLY ORMG flAGGI1G MMTIOS. '
COVER OR TURN DON) SIGN WHEN
FLOGGER NOT IN USE
--- j,^I
X 48"
LAN
ROM (W20-7A) 2
., .w Cl
za // 2o- - aD aB X46'
0
cmWN (w20-4) r
SCALE' 25?
i 8
iCOl¢YIINQ?fY RE 1IIP.OR9B- __??1 / _ r I /
I / Op55 --
__ ----•n-' 0 0
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LAKEIIOS RIVE d
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CUSHION
ROAD
AK-?
wo
f m[ AHEAD ;
WRY IL 1EMPOr am
P? PEC6INMI WALK (C I 7
. .A '? 1Imm mom ION a-
SLOPE S,2 I ;
LADE A
z1
TO
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7 '7
7 1
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CONCRETE MNCMER I
=SIR= ORANGE SAFETY
FECE ALONG OOER EDGE
OF PEDESTRIAN MEOAY.
it
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NO TO CREATE
i
PROP
PAIN
RC
1205.(
u
ED i1C
l LAKE MIST DRI?E
TYPE III BARRIC
ansm
C18
48" A 30"
(R11-2)
PROP. 24' P WHITE
PAINT STOP AR TO CENTER
OF ROAD PE NCDOT STD.
1205.01.
ROAD
AHEAD
C
48" x 48"
L(820-7A)
COVER NTH W3-2A HELD AHEM SIGN
NTH TYPE B FLASHING LIGHT WHEN
LAKE MIST FLOGGER NOT IN USE.
POND 4
? v
\ 36' X
(043-2A)
70)
LAKE MIST DRIMANDtSTAt SECTION
(REFER TO PLAN SHEET ItRD DETAIL S HEET
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(W?-4)
S,2 / I ' ' 1
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LEGEND:
0 DRUMS
a PERMANENT SIGN
Tr PORTABLE SIGN
AT4 TYPE III BARRICADE(S)
FLAGGER
- - c EIOST. STORM DRAIN
O PROP. STORM DRAIN
CONSTRUCi1DN AREA
TEMP. CONCRETE
BARRIERS
NOTE: MUTCD SIGN IDENTIFICATION
CODE IN PARENTHESIS
50' 0 - 50' too,
SCALE 7" = 30'
PRELIMINARY
Vl
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If]II1? 1 rX 1y{, _J
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----
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??? " `Q II CONSTCUTION I?
SIN ACCESS i, VAr+s F1mCSS (mIsrzT A'u+av
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crow6RCCn`a or) I f
D6 0773< Pn 669
6500 OLD PINE',A E RD. I ? ! T
J \'iYI IFr4
169-20-116
0Wl MAE SERW S VS BANK GD
DB 16746 Pf 437
1100-1229 LAKE MfSTDR RIPRAP AND?hI'
STONE RLTEF?( Illy
Pn ?;: \\ (DINED STD _b . I
INSTALL 20 LF OF ?j 111 \ x?ASxPOND GRADE;TEMP. ,g \
AMA ,POOU DIVERSION,DITCH TES I?D l r I i
DUAL 24" HD DRAM PES' "?( ', aEV ?T e7 ,'ELOPE DRAAh PIPES O j
15.0% (40 TOTAL) ° rr
24 HOPE
CONSTRUCT A ' TALLT? NV. IN = 652.0 I
TEMPORARY EARTH N BERM O C'?
WITH A 4' TOP W1D AND
2:1 SIDE SLOPES.
CQNSTf3? -T P. ?-7
WFDE, SPIL
SILT FE E STORM IyN1 ET?
f
SEDIMENT TRAP. (SEE
'v 111
DETAIL SHEET ECD-2) TEMPORARY ROCK CHECK PAM
SEE DETAIL SHEET ECD-1.
I'I
CONSTRUCT TEMP. DROP II LET. = ? _ - - i
NOpOT STD. .$40.15,.640.1E. " _-- /`III !I
RIk+'I El EV. = i 260
INV. IN. = 649:00 -- 1
INV. OUT = 648.8
TEMPORARY ROCK CHECK DAf.
DAM. SEE D TAIL ° 1
I P OP. 260 L OF =9 4 i' ??? o LI oa, 2
ARY LT ? NCE. "r"
{ f X ?? Yi ROCK I
PPP D TAIL ?HEE?E SCREEN. E DET EEl
11,17-1 ECD-2.
34-0
pA4 A HIP Me TC 1M]c-?
TEMPORARY EMERGENCY SPILLWAY PROF1
FOR TEMPORARY EARTHEN BERM
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DO 175
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PIPES
`•DRAI
TOTAL
!
1. HE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL
MEASURES AT LEAST ONCE A WEEK OR AFTER EACH RAINFALL
!VENT, AND REPAIR L NECESSARY TO ENSURE THAT ALL EROSION
CONTROL MEASURES ARE FUNCTIONING PROPERLY
2 STABILIZATION OF DISTURBED AREAS SHALL PROGRESS WITH PIPE
NSTALLAMON. AT NO TIME SHALL PIPE INSTALLATION PROGRESS
MORE THAN 500 FEET AHEAD OF FINE GRADING, SEEDING, AND
MULCHING OPERATIONS
5 CONTRACTOR SHALL MAINTAIN STORM DRAINAGE DURING PIPE
NSTALLATION DISTURBED AREAS WITHIN THE LIMITS OF
CONSTRUCTION SHALL BE GRADED DAILY TO PREVENT PONDING OF
STORM WATER RUNOFF AND UNNECESSARY SOIL EROSION THC
ROADWAY CUT SHALL BE BACKFILLED AND STABILIZED AT THE END'
-3F EACH WORK DAY NTH. STONE MATERIAL, AND GRADED TO
MATCH NORMAL ELEVATIONS AND SLOPES SO THAT NORMAL
DRAINAGE WILL BE PROVIDED.
GENERAL EROSION CONTROL LEGEND
TD TEMP. DIVERSION DITCH (DETAIL 1/ECD-2)
-SF- SILT FENCE (DETAIL T/ECD-Q
FLEXIBLE PIPE SLOPE DRAIN (DETAIL 3/ECO-1)
STONE INLET SEDIMENT TRAP (DETAIL 4/ECD--T)
I SILT FENCE STORM INLET SEDIMENT TRAP
(DETAIL 4/ECD-2) //EE
TEMP. ROROCK CHECK DAM CK SILT SCREEN ((DETAILDETAIL 2?)
TAABI 227RUCTION ENTRANCE
ETAIL 40' 0 40' 80'
SCAB- I'= 40'
AIL
14101 =
4' D*
J+ TL '
2 2 EXIST POLIO
T ?BOITCM
-TEE J- -?
DEPTH ON UND CUT
EXCAVATION TO BE DETERMINED
aoTF;. BY THE ENGINEER
1. UNDERCUT EXCAVATION MAY BE REWIRED TO CONSTRUCT
A SO1D FOUNDATION FOR THE TEMPORARY EARTHEN
BERM.
2 THE TEMPORARY EARTHEN BFRU SH"1 BE CONSTRUCTED
ON STRUCTUR- FILL, FREE OF DETE MOUS MATERIALS
3. fl1 SHALL BE PLACED M 6 INCH LIFTS AND COMPATED
TO BSS OF MAXIMUM DRY DENSITY.
4. BERM SH LL BE FERTUZED. SEEDED,. AND MULCHED TO
PROVIDE A LUSH VEGETATED COVER.
5. THE TEMPORARY EARTHEN BEM IS TO BE REMOVED
ONCE THE POND CONSTRUCTION IS COMPLETE
TEMPORARY EARTHEN BERM DETAIL
pHDPE B W 2) f
j
SILT 0 M
t
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2 LF
ORA Y SI FENC
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D A 24" HDRE? RAIN r
Pf E AT 0.75 (172 F
TTL)IV.0 =6714.
I
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NOTE:
REFER TO CONSTRUCTION
SEQUENCE ON SHEET G1.
I-PRELIMIN RYa' S
m
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STONE INLET SEDIMENT TRAP.
SEE DETAIL SHEET ECD-1 7
--ROW`- --j
STONE INLET SEDIMENTI'TRII
SEE DETAIL SHEET ECb++fI
16?1fr1i6 {{ \.
GMM NAE 746 PGS J BAKK D! ( I j' 1
nW-1119 CAKE Msr oR .a ' ? ' ?l
I
INLET CONSTRUCTION BY OTHERS.
( r
tl _
N ? A
aiAA UZE CONSTRUCTM-ENTRANCE. -
SFPEET ECR 2. --% -
- !J •` ;
77
1 III ii i ?
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uAIdY ?.I I: I
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I I I II
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,
?. SIFT FENCE Sf&M INLET
?j $w-DIMENT TRXP. SEE DETAIL
MEET ECD-?, r?
I I I ?I
A
r ;1 169-10-L9F
1 GRRIA[ HOUS"
r r I WCHDA1NN5
` I PRCHDNF OR -
I II _..I
I
-SONS"INLET SEDIMENT TRAP. ,-- --
SEE DETAIL SHEET ECD-1,
r31L3 _ETo _LNLE:
/ SEDIMENT AP.RFSEE DETAIL
SHEET ECDt2.
/STAS1I ZEDlCONSTRUCTION
ENTRANCE. SEE DETAIL SHEET
? EECD-2.
_ y?-
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
E MST DRIVE
-PROPOSED 100 LF OF
TEMPORARY SILT FENCE.
E DETAIL SHEET ECD-1?
I69-10-11] i
y .EHOVAK6 MGEGATIM 01)) 6HARCN
ce 0?? PC P 669
bbao at f AmE mic Rc
TEMPO ARY ROCK SCR€ . SEE DETAIL PHEET
FFECD-1
MATCHLINE STA 10+00 SEE SHEET ECi
NOTES
I. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL
MEASURES AT LEAST ONCE A WEEK OR AFTER EACH RAINFALL
E',ENT, AND REPAIR IF NECESSARY, TO ENSURE THAT ALL EROSION
CONTROL MEASURES ARE FUNCTIONING PROPERLY.
2. STABILIZATION OF DISTURBED AREAS SHALL PROGRESS WITH PIPE
NNSTAL.ATION. AT NO TIME SHALL PIPE INSTALLATION PROGRESS
'MORE THAN 5DO FEET AHEAD OF FINE GRADING SEEDING, AND
WJLCHING OPERATIONS.
3. CONTRACTOR SHALL MAINTAIN STORM DRAINAGE DURING PIPE
INSTALLATION, DISTURBED AREAS WITHIN THE LIMITS OF
CONSTRUCTIC'1 SHALL BE GRADED DAILY TO PREVENT PONDING OF
STORM WATER RUNOFF AND UNNECESSARY SOIL EROSION. THE
ROADWAY CUT SHALL BE BACKFILLED AND STABIUZED AT THE END
OF EACH WORK DAY MATH STONE MATERIAL, AND GRADED TO
MATCH NORMAL ELEVATION'S AND SLOPES SO THAT NORMAL
DRAINAGE WILL BE PROVIDED. .
GENERAL EROSION CONTROL LEGEND
I
TD--------w- TEMP. DIVERSION DITCH (DETAIL 1/ECD-2)
- SF SILT FENCE (DETAIL 1/ECD-1)
FLEMBLE PPE SLOPE DRAIN (DETAIL 3/ECD-1)
I
STONE INLET SEDIMENT TRAP (DETAIL 4/ECD-1)
SILT FENCE STORM INLET SEDrAENT TRAP
(DETAIL 4/ECD-2)
TEMP. ROCK CHECK DAM (DETAIL 2/ECD-1)
TEMP. ROCK SILT SCREEN (DETAIL ECD-2)
STABILIZED CONSTRUCTION ENTRANCE
TDETAIL 2/ECD-2)
40 0 40 BO'
SCALE 1 = 40'
i PR`EL1VIfNARY
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WASHED STONE
I / GENERAL NOTES:
/ 1. SEDIMENT SHALL BE REMOVED AND TRAP RESTORED TO ITS ORIGINAL DIMENSIONS WHEN
( l THE SEDIMENT HAS ACCUMULATED TD 1/2 THE DESIGN DEPTH OF THE TRAP.
\;ln®a\+'.? / 2. REMOVED SEDIMENT STALL BE DEPOSITED IN A SUITABLE AREA AND IN SUCH A
STORAGE AREA -?
i
•
/ ?
CATCH BASIN
PLAN VIEW
MANNER THAT IT WILL NOT ERODE.
/ 3. THE STRUCTURE SHALL BE INSPECTED AFTER EACH STORM EVENT AND REPAIRS MADE RIP
AS NECESSARY.
A 4. CONSTRUCTION OPERATIONS SHALL BE CARRIED OUT IN SUCH A MANNER THAT EROSION
AND WATER POLLUTION ARE MINIMIZED.
5. THE SEDIMENT TRAP SHALL BE REMOVED AND THE AREA STABILIZED WHEN THE
DRAINAGE BASIN HAS BEEN PROPERLY STABILIZED.
\ 6. ON LARGER DRAINAGE AREAS, CLASS 'A' RIP RAP MAY BE REQUIRED TO A HEIGHT OF
18' NTH A 12' THICK LAYER OF 35 WASHED STONE AROUND THE OUTSIDE PERIMETER TO
A HEIGHT OF 18'.

12"
WIRE FENC
Q 30.08 SECTION A-A ISOMETRIC VIEW
10 GAUGE MIN. TOP AND
4 STONE INLET SEDIMENT TRAP BOTTOM STRAND
CD-
WOVEN FILTER FA
LENGTH AS NECESSARY
TO GO THRU BERM RIP RAP g WASHED

i' MIN rPIPE
/ FILTER BERM
(CMLC STD 30.1
IMENf PIT \

1' MIN. ?
H=D+12' .
. FLEXIBLE PIPE NR ... •

STAKE ?
? .
.
RE DOWN AT END
2 (MAX)
? 12'
RIP-RAP
AT LESS THAN 1% SLOPE
rncun m cm rc nlenmNAUtx
CON, mnON SPECIFICATIONS:
1. THE TOP OF THE EARTH BERM OVER THE MET PIPE AND THOSE BERMS CARRYING
WATER TO THE PIPE SHALL BE AT LEAST 1 FAIT HIGHER AT ALL POINTS THAN THE TOP
OF THE INLET PIPE.
2. THE PIPE SHALL BE HOPE WITH WATER TIGHT CONNECTING BANDS. HOPE PIPE SHALL
BE BURIED FULL LENGTH WITH 2' MINIMUM COVER.
3. A RIP RAP APRON SHALL BE PROVIDED AT THE OUTLET, IF EMPTYING INTO A DISTURBED
AREA
4. THE SOIL AROUND AND UNDER THE INLET PIPE AND ENTRANCE SECTION SHALL BE
HAND TAMPED IN 4" LETS TO THE TOP OF THE EARTH BERM.
5. FOLLOW-UP INSPECTION AND ANY NEEDED MAINTENANCE SHALT. BE PERFORMED AFTER
EACH STORM BY THE CONTRACTOR.
6. OUTLET PIPE SHOULD BE TAKEN OVER OR THROUGH ANY SILT FENCE. TAKING CARE
NOT TO VOID THE EFFECTIVENESS OF THE SILT FENCE
3x04
s MODIFIED PIPE SLOPE DRAIN
EIXD-

SEDIMENT PR
SECTION B-B
MILD STD NO.
30.10
WASHED STONE
a_
z TEMPORARY ROCK CHECK DAM
ECD-1
GENERAL NOTES: 1. FILTER FABRIC FENCE SHALL BE A MINIMUM OF 32' IN WIDTH AND
SHALL HAVE A MINIMUM OF 6 LINE WIRES WITH 12' STAY SPACING.
2. WOVEN FILTER FABRIC BE USED WHERE SILT FENCE IS TO REMAIN
FOR A PERIOD OF MORE THAN 30 DAYS.
3. STEEL POSTS SHALL BE 5'-C" IN HEIGHT AND BE OF THE
SELF-FASTENER ANGLE STEEL TYPE
4. WIRE FENCING SHALL BE AT LEAST 10 GAGE WITH A MINIMUM OF 6 UNE
WIRES WITH 12" STAY SPACING.
5. TURN SILT FENCE UPSIAPE AT ENDS
6. WIRE MESH SIW1 BE MINIMUM 12 1/2 GAGE WITH MAXIMUM 12" OPENINGS.
EARTH BERM 7. WIRE AND WASHED STONE WILL BE REQUIRED AND NOTED ON PLANS WHEN
A AT TOE OF SLOPES GREATER THAN 10 FEET VERTICAL (2:, SIDE SLOPES
OR STEEPER).
B. ALONG WATER COURSES.
C. AT DENUDED LIMITS WHERE A REWIRED UNDISTURBED BUFFER IS 50
FEET OR LESS AWAY.
6. ORANGE SAFETY FENCE IS REQUIRED AT BACK OF SILT FENCE (WITHIN 5 FT.)
WHEN GRADING IS ADJACENT TO SWIM BUFFERS DR WETLANDS (REFER TO SWIM
BUFFER GUIDELINES).
MAINTENANCE NOTES: 1. FILTER BARRIERS SHALL BE INSPECTED BY THE CONTRACTOR IMMEDIATELY AFTER
EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REPAIRS
NEEDED SHILL BE MADE IMMEDIATELY.
2. SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END
OF THE EXPECTED USABLE LIFE AND THE BARRIER STILL 15 NECESSARY, THE
FABRIC SHALL BE REPLACED PROMPTLY.
3. SEDIMENT DEPOSITS SHOULD BE REMOVED WHEN DEPOSITS REACH APPROX.
HALF THE HEIGHT OF THE BARRIER. ANY SEDIMENT DEPOSITS REMAINING IN PUCE
AFTER THE SILT FENCE IS REMOVED SHALL BE DRESSED TO CONFORM TO THE
EXISTING GRACE, PREPARED AND SEEDED.
JFLOW
V $5 WASHED STONE
C
A
A x?. }
B PLAN
(SPILLWAY)
MIN 2/3 STREAM WIDTH
H1 V MIN. BELDW LOWEST
1 BANK LEVEL (MIN)
H = LOWEST BANK LEVEL - 1 F00T CLASS I
SECTION A-A RIPRAP
30.06
-STEEL POST
WIRE FENCING
FILTER FABRIC
SKIRT 6" MINIMUM
STEEL DR WOOD POST
FILTER FABRIC
IN LEU OF BURYING SKIRT, B"
OF #5 WASHED STONE MAY BE
USED OVER TURNDOWN.
T TEMPCRARY SILT FENCE
cD- FOR HIGH RISK AREAS
N 4RYj
P
SKIRT 6' MIN.
I:. e
get
5 ?
.
y v V\
9 Zp E nn0
"'Ue
y? Po'za l
^' .C 90n
'CE °omcs 6o
uc?
Fig
11§1
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i

NOTE:
USE CLASS B STONE FOR STRUCTURAL STONE AND PAY FOR AT THE CONTRACT
UNIT PRICE PER TON STONE FOR EROSION CONTROL, CLASS B.
USE NO. 5 OR NO. 57 STONE FOR SEDIMENT CONTROL AND PAY FOR AT THE CONTRACT
UNIT PRICE PER TON SEDIMENT CONTROL STONE
CONSTRUCT DAM A MAXIMUM, OF 1 FT. ABOVE NORMAL FLAW DEPTH.
2 SEDIMENT CONTROL STONE
STRUCTURAL STONE aFLOW
I
O4 H
O H = -6" MIN, 3' MAX
CROSS SECTION
1636.01
5 ROCK SILT SCREEN
CD-
STORAGE
D
ROW
A
GENERAL NOTES:
1. SEDIMENT SHALL BE REMOVED AND TRAP RESTORED TO ITS
ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO
1/2 THE DESIGN DEPTH OF THE TRAP.
2. REMOVED SEDIMENT SHALL BE DEPOSITED IN A SUITABLE AREA
AND IN SUCH A MANNER THAT IT WILL NOT ERODE.
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
MANNER THAT EROSION AND WATER POLLUTION ARE MINIMIZED.
5. THE SEDIMENT TRAP SHALL BE REMOVED AND THE AREA
STABILIZED WHEN THE DRAINAGE BASIN HAS BEEN PROPERLY
STABILIZED.
6. SILT FENCE INSTALLATION SHALL BE IN ACCORDANCE WITH CMLD
STD. NO. 30.06 OR NCDOT STD. 1605.01.
SILT FENCE
PLOW 6' MIN.
12" MIN.
5-4? d
- --
30.09
sECrION a-a
4 SILT FENCE STORM INLET SEDIMENT TRAP
BCD-
20?- g5 WASHED STONE
FILTER FABRIC SKIRT
IN 6" OF $`_ STONE
TOP OF BANK
STREET
EXISTING
SOIL STABILIZATION FABRIC
UNDER STONE
I
w
W
Z r
E ?
m V
m
? e
NO ES
1. A STABILIZED ENTRANCE PAD OF 2" TO 3" WASHED STONE SHALL BE LOCATED WHERE TRAFFIC WILL ENTER OR
LEAVE THE CONSTRUCTION SITE ONTO A PUBLIC STREET.
2. FILTER FABRIC OR COMPACTED "„RUSHER RUN STONE MAY BE USED AS A BASE FOR THE CONSTRUCTION
ENTRANCE.
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 T0' DRESSING WITH ADD17IDNAL
STONE AS CONDITIONS WARRANT AND REPAIR OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMEN-.
4. ANY SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO PUBLIC STREETS MUST BE REMOVED
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. SE STD. N0. 3011B.
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.
30.11A 2 STABILIZED CONSTRU.CTICN ENTRANCE
30.05 1
NOTES,
1. DITCH SHOULC HAVE LONGITUDINAL
T TEMPORARY SILT DITCH SLOPE of tx
2. SILT FENCE MAY BE REQUIRED BEHIND BERM.
11PRELIMMARY!
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TOP VIEW
PLAN VIEW
i
i
i
PLUG ISLAND WITH PANICUM
HBAROMON (MAnmacAw)
TOP OF ISLAND TO BE SET
0.25' ABOVE NORMAL POOL
035'
RP RAP - 9' TO T-/
18' m"ONVETEA =
I
BOTTOM OF --------
POND. AFTER ?- _ - -- -
DREDGING ! FILTER BURY W STONE T9PE
F1056
Of SC
NCO2 SECTION 1056
5 VEGETATED ISLAND DETAIL
Dt. NITS
3/4' CHAMFER
1O
ED ALL EXPOSED

EGOS
EDGES H THICK-
, Sa
SDIL CAP
-I* COVER
,

' COVER
O` A4 HONIINTAL BARS u_
0 B' ON CENTER
i
I- 3' O\ BEEP . N VERTICAL BARS o
HOLE (PER DING)
BALI6CL GLANDS W7H SANDY LOAN
' C 0 B' ON CENTER

(4 DIAGNAL BARB m,
a
'
HORIZONTALLY 6
ABOVE FllN ONE 09 ON CENTER
f'
/
`. 2' COVER // >'
04 BARS 0 6'
?ELEV - 661M CROUGHEN comazzit ONSTRUCTION JOINT AT 9•
CFNIER/?'
ON

n
659 10 660
BARS 0 6' GW CENTER
2'
mvn \ i
t^ IRE
b) D AS
#57 STONE TO srAEAlt
V-6' AND LEVEL FOOTING

4 WING SECTIO N - STRUCTURE HW1
Di SCALE: 1/2' = 1'
3/4' CHASER
AT ALL EXPOSED 2 BARS
T
0
RIGS. i
qA MUCUS

{{
3/4' EPOXY ANCHOR 1 I
B 18' ON CBI7ER NN
D
6' EMBEDMENT 1N
RCBC TOP SAA FLOW OCO
4'X3' PRECAST
RCBCCBC
'
ON .
M ANCHO.T BARS 0 9
CENTER. ANCHOR: BARS./ RE TD
45 BARS CONDNUOS INTO BE EPOXY GROUTED MN' FA
WING WALLS. TYPICAL AT
FOUR PLACES. OF CULVERT BOTTOM SLAB.
OiOR BAR WY BE
ABRIGIEO BY PRECAST PPE
•\ :\
i\? M
BEDMENT
C E
S7A DN
( S
O
sToraE, 6' DEEP MIN.
Y COVERJ' ?' 7
B•
3 WALL SEC11ON - STRUCTURE HW1
D1 SCALE: 1/2' = T•
5
s yam. M
•'q
lJ a a
g
E
L
u 2 c rvN
Q
J.? NnU<Ut
Dr ?p l
E? 19um
5 mercc
mdaa_
3/4' CI'A FER AT
EMT OF WNG
DOMI6TRFAN EIEV - 66510 ALL EXPOSED EDGES al
?•?.?
{

RCBC
4'XS -CAST
?
-
r
[[''//
NORMAL Po7_661.67
m o
? 0 '
B
? n^c
OM16 %
EL?3' a 660.64
YO !
N
1 ELEVATION - 4X3' CULVERT ENDWALL IN
•
= r
D1 STRUCTURE WW1 SCALE: 1/2
11
GENERAL NOTES:

1. MORTAR JONES SHALL BE 1/2' 7XCUC
Z ALL JDNRCRETE TO BE 40M PSL COMPRESSIVE STRENGTH. CUSS 'A' NALSS OTHERWISE NOTED. ;
O

m
3: ALL CONCRETE REINFORCING 5161 SWJL BE GRADE W.
4. ALL ORNWVE STRU=RES OVER s$ N DEPTH SHALL BE PROVIDED NN STEPS I'-D' ON CENTERS. STEPS SHALL TE N ACCORDANCE NN NCDOT STD.
5. COiIFTE BRCN MAY BE USED N LEU OF HARD COMMON CLAY gFacK
b
JUMBO BRICK WILL JE PFMifiW m
.
.
7. FOR E-O' N HEIGHT OR MSS USE 6 NLLL 047 6'-0' N HEIGHT IH 17 WALL TO 'A'-0' FROM TOP OF WALL AND 6' WALL FOR THE REMAINING 6'-0'
'
p
v
S. ALL T71PO6m CORNEAS SHALL BE CHINFERW I
.
9. ALL D(POSED JOINTS WILL BE CONCAVE TONED. i O.
70. ALL PPE N STORM DWN STRUCTURE SHALL BE STRUCK EVEN WITH THE INSIDE WALL, GROUTED AND BRUSHED SMOOTH.
RE TO CENTERS OF BARS
tY
r
s
.
11. ALL DIMENSIONS RELATIVE TO PLACEMENT OF REINFORCING STEEL A
12 FORMS ARE TO BE USED FOR CONSTRUCTION OF THE BOTTOM SLAB. n
I p
A m o

p
?l
W
1?1 ~
?` v A
01 STRUCTURE HW'I SCALE: 1/2" =1'
i
i
i
i
3' X J- ALUMINUM-
BARS OVER ENDS CF
mil!- INLET.
T
6' X }' AWMNON
I BAR
6, x 16" x
ALUMLPM ANGLE
ELEV . 667.00
L
665.03
-VALVE STEM GUM
iRANE l NECNANI JJ T
DIP RETAINER
GLAND W/ GASKET-_
VA V STEM
VALVE STEM GUD6
7t ?
10 FRONT - RISER TRASH GUARD
D2 SCALE: 3/9- = 1'
r X r ALIMNJY
BARS OVER ENDS O
CON516UCIRN JOINT
7D 1/1' AYPUME
BARS SHALL DCMNC
12' ABOVE CONSTW
EIEV • 666.50 7 WALL COLLAR DUAIL - 48" MJ X PE DIP WALL COLLAR
D2 SCALE 3/9•
6' X = ALtNNUN
BARS
ELEV - 685.00 j
VALVE STEM GLADE
6' X 10' X NOTE'
A!NRAVM ANGLE
FRAW '. ' TPE BOTTW SLAB SHALL & CAST 0.4 A "I X 11'
X 6' SUBGRADE GW851NG 07 FLOWABLE F1
j ADDITIONAL DEFl SHALL BE PACKFUED WITH 957 rA DOWEL BARS
WASHED STONE 15' (GRADE 60) 6' O.C.
'.
!I I '

1 VALVE 57FM
VALVE SIEN GLADES
ly2'R --i?-^ L
'-
W194 BARS AYS' CGR?
r
10 SIDE - RISER TRASH GUARD 2 0I 6060)er (GRADE
D2 SCALE 3/8' = P 1
, WAYS
rcovER 15
X12'-0'
T
HINGED HIS DJ FOR ORA ACM
THIS O FIFSS
6
BOTTOM SLAB - 6' X 6' REINFORCED CONCRETE RISER
SFLLWAY RISER
/1 Rs
71
V / /
i
a
F
D2 SCALE 3/9' = 1'
x 6' srAm E35
STEEL BOLTS ERIX?c
INTO 105ER FOR
TRASH WARD
ATTACHMENT
POSD
6'%I0'K}' t6T0BE
FAME ANGLE Rm
FRAME
-- BAR OFFSET C TO
AVOID VALVE SIM
VALVE STEM
T
r g-"'\ - RISER TRASH GUARD
D2 SCALE: 3/9' _ 1'
CC?E6MWCHOR MIN
ir DIA BOLT AND
a' Im XO E WASHER'
ETEV = 663.10
= ELEV 667.67
1 % 2 x r AIL10AlM
BARS
8 WEIR INLrT TRASH GUARD
D2 SCALE 3/9' = 1'
NOTES:
1. TOP WEIR IS 4 FEET WIDE ON ALL 4 SIDES
2 BOTTOM WEIR IS 4 FEET WIDE ON 3 SIDES
AND 2IFEET'YAM ON ONE SIB.
3. RISER STRUCMRE SHALL BE FASTENED TO A
B'mWl' CONCRETE SLAB TO PRE%'ENT
FLOATATON.
CONSBDCRUN JON
TO 1/1' AMPL111DE
ALL
WALL
POND WATER
SURFACE FLNAT,!
(Nd1MAt POOL)
AN OATA110R
SLAB
5 WALL SECTION - 6' X 6' REINFORCED CONCRETE RISER
D2 SCALE: 3/9' =1'
T1CAL B R5
M) 6' O.C.
RIMED
(GRADE 60)
49'
3 SIDE-6'X6' RISER
D[, SCALE: 3/9' = 1'
STEPS -
MOOT SID.'.
890.66
01'-2'
SPACING
PROVIDE CLEARANCE N EDGE
OF SLAB TO ACCRAODATE
MECHANICAL COMNEC110N AT
WAIL COLLAR
D2
SLAB
I ?
j T
sRx? i
T._O.
7.?-
12'
3
D2
1 PLAN-6'X6' RISER
D2 SCALE 3/9" = P
WTATIONI.I
-? t
-
d
r-B" 2 Gi ? a <om
D2r ry o
0 5,m,zan
o CI
u y X? o
Imomo

/D
ELEV = Bfii00
VALK STEFI GWDE
` ELEV = 663.10
ELF/=663.11

1 ELEV - 661.67

_
-
1
4'-0 `-0

VALVE STEM CUBES I
I

?.

17
B
O
Z v
N
>
p
vOI

q
F
?AA p

13EV=66100 II d
a c
U p
='e;
g
I 4

- BRRD( COLUMN UNDER, VALE BODY TO SJPORT
VALVE m n L.
I I
J 2_
J A4n-FLOATATION
SLAB F

r-a ra
12'-C
2 SIDE-6-XS' RISER
D2 SCALE: 3/9' =1-
"Q
p

PRfLFMARYI (5
4 ISOMETRIC-6'X6' RISER
D2 SCALE: NTS
i
i
i
i
11
D7
DI3
I
I 473' ROBC
- - L
12' RCP i
0.S
I 4Y RCP I J ? ?"
I -?
I o F' I J
I??I
` 4 Z' RCP 1
10 6'-8"x3'-0" BRICK DROP INLET DI2 r7 5'-8"x3'-O" BRICK DROP INLET DI DI5
DI3 '- '? _'' DI3 F EVADON 318• = 1'
TOP F1EV. =666.90 FRAME M CUTE
FRAME t CRATE ELEV A -M=T SID. W.16)
(NCDOT SID. 610.16) ----ffy
1 O5 =
2-C• \
/4 DOWEL BARS AT 1
10• D.C. (GRADE 60) .18
IY ' COVER
/4 BARS (GRADE 60)
BOH WAYS
K O.CVFP
Y CD
TOP DF%s'l
OS = 6 .S
c IX5 = 619.97
DRAINAGE SIRUCIME
STEPS W 1'-2. D.C. (NCDOT SIG &0.66
- - (ROUT FLOW PATH
FROM INVERTS OF
16 RCP PIPES TO HAUNCHES
Ski' RCBC - - 8" qG4
S5 BARS W d 2G i Z L'GVBR PLAIN CONCRETE
BOTH WAYS
BOTTOM SL"? SLID
TOP OF SLAB
RV WT =661.26 - D15 664.67
ELEV. = SM.
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1. DOWEL BARS SHALL BE NO. 4 BAR AND SHALL BE FORMED 2•..8•
WITH A S• RADIUS AND SHALL HAW: TANGENT LEGS OF 12'. 8'-0•
11 6'-8'x3'-0" BRICK DROP INLET DI2 8 5'-8"x3'-0" BRICK DROP INLET DI3 DI5
DI3 FALAWOIN 3/6' • 1' DI3 FRONT 318' ` v
/-FATE 1: CRAMNCDOT FRAME k GRAIE
/ SIM 540.16) (MCDOT SM. 61OI6)
#4 BARS (CUBE 60)
6' D.C. BOTH WAYS
I
NNAGE SIROCIiME
0' OOG (GRAVE 60) STEPS .,'_Y G:G ?T ?A •' 6
(11CDOT SID. "MOB)
1• CODER
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FROM IN11RT M NYERT
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42• RCP AT C 0. BOTH WAYS

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- - (GRADE 60) AT

I Y O.C. BDR1 WAYS
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42' RCP 4Y RCP
1/LL• COMER 1' 1 oJn 1
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5•-0• 1 BOTTOM
72 6'-B x3'-0" BIRICK DROP INLET DI2 9 5'-8°x3'-0" BRICK DROP INLET DI, D15
DI3 DEYAlION D/6• ,• DI3 BEWODN '? DRNERN NOTES.
1. MORTAR JOINTS SHALL BE 1/2' THICK
2. All CONCRETE TO BE 4000 P.S.I. COMPRESSIVE STRENI CLASS 'A' UNLESS OTHERWISE NOTED.
3. ALL CONCRETE REINFORCING S®. SRPLL BE GRADE 60.
4. ALL DRAINBFE STRUCTURES OVER 5`-$' iN DEPTH SHALL BE PRONGED WITH STEPS V-T ON CENTERS. STEPS SHALL BE IN ACCORDANCE WITH NCDOT STD. 840.66.
5. CONCRETE BRIO( MAY BE USED k44JEU OF HARD COMMON CLAY BRICK.
6. JUMBO BRICK WILL BE PERMITTED.
7. FOR B'-0' IN HENOW OR LESS USE 8' WALL OVER 8'-0' IN HECK USE 12' WALL TO 6'-C' FROM TOP OF WALL. AND B' WALL FOR THE REMAINING 6'-0'.
8. ALL EJTOSED CORNERS SHILL BE CNAMIFIERED 1'.
C. All EXPOSED JOINTS WILL BE CONCAVE TOOLED.
10. ALL PIPE IN STORM DRAIN STRICTURE SHALL BE STRUCK EVEN WITH THE INSIDE WALL GROUTED AND BRUSHED SMOOTH.
11. ALL DWENSONS RELATIVE TO PLACEMENT OF REINFORCING STEEL ARE TO CENTERS OF BARS
12 FORMS ARE TO BE USED FOR CONSTRUCTION OF THE BOTTOM 5118.
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4 5'-8'x3'-0" BRICK DROP THEFT DI6 1 5'-0"x3'-O" BRICK DROP INLET DI6A D16B
DI3 PVN D,6 = ,' D3 PLAN D,,.
FRAME k CAME
IRATE h GRATE MP, E (NCOOT SIC. 61¢16)
1W EL?V, 67470 I'A ' 76.60
(NmOT SM. 840.16) D DEB .6678:80 A4 BARS (GRADE 60)
_ _ _ _ fi GC BO(Gi DWA? E 60) 6. O.C BOTH, WAYS .
' COVER t' COVER
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lOP O SLAB DI 6A . 67197
I 67287 D168 = 676.97 I' COVER
4 it 1' COVER u?,?
DRAINAGE STRUCTURE
SFN:
WUNpGE STRUCTURE STEPS W t'_2' D.C. STEPS MMO O 1'-Y O.G
(N4DDT STD- B10.66 6• (NCDOT STD. 840.66) -
-
GROUT FLOW PATH i $ GROAT FLOW PAM :y
FROM INVERTS OF FROM INVERTS OF
PIPES TO NADiO1ES ?m PIPES 10 HAUNCHES -
B' ?. HCP .?• 0.OT 6, 1
fl/JN CONCE7E .-
PLAIN CONCRETE 119. LTT(IM SAB--,
BOTTOM SLA?
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SLAB E.4.,
6A 6 d9
... ? NV. WT= - 0168 = 67147
665.80
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5 5'-8"x3'-0" BRICK DROP INLET DI6 2 5'-0"x3'-0" BRICK DROP INLET D16A D16B
DI3 ID" 5/8- =1' DI3 -- B/Y =1'
FRAME @ GRATE FRAME § GRATE 1
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DI3 EEW DN 3/8• 03 ELHWICN 5/8' - 1
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