20030972 Ver 1_COMPLETE FILE_20030805

MEMORANDUM
TO: John Dorney Regional Contact:
Non-Discharge Branch WO Supervisor:
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Charleston Monroe Watershed Improvement
Project Number 03 0972
Recvd From APP
Received Date 8/5/03
Recvd By Region 8/13/2003
Project Type Watershed Improvement Project
County Mecklenburg
County2
Region Mooresville
Certificates Stream Stream Impacts (ft.)
Permit Wetland Wetland Wetland Stream Class Acres Feet
Type Type Impact Score Index Prim. Supp. Basin Req. Req.
27 F__ FT -@N I - I I- 1 `- F__Fn.R?4. ? ,. i i ;.??n
??. Q.Y _0N Mitigation Wetland
MitigationType Type Acres Feet
WetL111l restore Sheam ?? 2,11 7. 0
Is Wetland Rating Sheet Attached? O Y ON Did you request more info? O Y ON
Have Project Changes/Conditions Been Discussed With Applicant? (0 Y 0 N
Is Mitigation required? OQ Y 0 N Recommendation: 0 Issue (0 Issue/fond 0 Deny
Provided by Region: Latitude (ddmmss) 35 10 46 Longitude (ddmmss) 80 46 28
Comments:
Staff visited the site on September 9th. The application is for a stream enhancement project for
increased stormwater control and water quality improvement. This is Phase I of a multiphase
eject.
Stream B (506 linear ft.), Glendora Dr., intermittent: Pools of water were observed in the channel.
but no flow. The channel appears to serve mainly as a conveyance of stormwater. The channel
ceased approximately 40 ft. short of its convergence with stream A (McMullen Creek). Stream A
(1029 linear ft), Erinshire Rd., perennial: Fish were observed in the creek. The banks of the creek
were "hardened" with rip. Stream D (456 linear ft), Erinshire Rd.. erennial: small channel,
minimal flow was observed. Intersects stream A approximately 50 ft. downstream of the Erinshire
Rd. crossing (of stream A). The streams flow through highly urbanized neighborhoods. The
channels are relatively straight , with little meandering.
cc: Regional Office
Central Office
` Page Number
1

Triage Check List
Date: .?_ Project Name: ,
DWQ#:
County: V
To: ? ARO Mike Parker ?' Wa.RO Tom Steffens
b?? FRO Ken Averitte ? WiRO Noelle Lutheran
I? MRO Alan Johnson ? WSRO Daryl Lamb
? RRO Steve Mitchell
From: Telephone : (919) 244 V Ye`
The file attached is being forwarded to your for your evaluation.
Please call if you need assistance.
? Stream length impacted
? Stream determination
? Wetland determination and distance to blue-line surface waters on USFW topo maps
? Minimization/avoidance issues
? Buffer Rules (Meuse, 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
Continents: 41. ?v? 0? ?' c%?t r?? D
L
7 41,
?? i
";;?
Charlol<e-Mecklenburg
STORM
WATER
services
November 11, 2003
Mr. John R. Dorney
North Carolina Division of Water Quality
401/Wetlands Unit
2321 Crabtree Blvd.
Raleigh, NC 27604-2260
WETLANDS / 401 GROUP
NO V 1 2 2003
WATER QUALITY SECTION
Subject: Request for Additional Information
Charleston/Monroe Watershed Improvement Project
Charlotte, North Carolina
DWQ Project No. 03-0972
Dear Mr. Dorney:
This letter is in response to your request for additional information regarding the
Charleston/Monroe Watershed Improvement Project in Charlotte, North Carolina (DWQ
Project No. 03-0972). Please find seven copies of the requested information for your
review. This letter is intended to provide the additional information you requested in your
letter dated August 12, 2003. Specifically, we are including discussions regarding the use
of "soil bioengineering" versus natural channel design techniques (Section A), the
placement of proposed in-stream structures (Section B), and a full set'of plans (Section C).
Section A. Natural Channel Design Alternatives Analysis
During the planning phases of this project several stream restoration techniques were
evaluated to determine the most practical application for this project. According to
"Stream Mitigation Guidelinesi" stream restoration includes restoring a stream's cross-
sectional area, sinuosity, and profile. This definition also includes establishing riparian
buffers and allowing a channel access to its floodplain. Due to the urban nature of this
project, complete "stream restoration" according to this definition is not practicable
alternative design for this project. Reestablishing the connection of the existing stream to
its natural floodplain would be in direct conflict with one of the primary goals of the
project, flood control. This project is being designed as an Enhancement Level I stream
mitigation project. CSWS is not proposing this project as compensatory mitigation at this
time. However, we reserve the right to utilize this project to mitigate for unavoidable
impacts associated with future capital improvements.
' USACE, USEPA, NCWRC, and NCDWQ, 2003. Stream Mitigation Guidelines, 23pp.
Charlotte Storm Water Services - 600 East Fourth Street - Charlotte, North Carolina 28202-2844
Telephone [phone] FAX[phone]
To report drainage problems: 336-RAIN
Printari nn racvclari naner
Charleston-Monroe Watershed Improvement Project November 11, 2003
DWQ Project No. 03-0972 CWS Proiect No. 2002-0218
We have included information regarding the purpose and need for the project from the
initial planning report that was prepared by US Infrastructure prior to completing this
design (Attachment A). The goals of this project are to enhance the existing channel to
improve erosion, fix flooding problems, resolve public safety issues, and improve in-
stream habitat. USI has provided a summary of the results of the hydraulic analysis of the
stream and recommendations to alleviate flooding and sedimentation (Attachment B).
Based on the results of the planning report the reasons for not pursuing Priority I stream
restoration design include:
• The safety of residents living in close proximity to the channel
• The constraints associated with establishing easements from property owners
The unpredictable nature of future urban watershed conditions
Costs associated with purchasing and displacing long term residences
Costs associated with relocating current utilities
The proposed enhancement design accounts for the unpredictable nature of the urban
environment by protecting channel banks with soft and hard techniques. This design has
incorporated several natural channel techniques to improve in-stream aquatic habitat and.
channel cross section dimensions. The details of these techniques appear on the attached
plans as Sheets C-2 and D-2 and include:
• Floodplain benches designed to accommodate bankfull storm events
• Cross Vanes, J-Hooks, and Double Cross-Vanes
• Riffle-pool complexes through the use of grade control structures
• Riparian vegetation plantings through bioengineering techniques
• Coir fiber toes in place of rip rap where feasible
• A Planting Plan with native plant species
Longitudinal profiles are provided on Sheet Nos. 3-21. Typical cross sections tied to
stations have been provided on Sheet 2D. This plan represents a blend of natural channel
design techniques and conventional storm water engineering to meet the goals of the
project. Please see "Appendix B Morphological Measurement Table" that has been filled
out for additional details (Attachment Q.
Due to the urban nature of this project, the use of a rip rap toe at outside meander bends is
necessary to insure the protection of adjacent residences and property along the channel
from bank failure. Please note that the majority of the channel is currently lined with
rip rap. In several locations the existing channel comes within 20 feet of a residence. A
discussion regarding the design of the rip rap toe versus coir fiber toe has been included in
the Nationwide Permit No. 27 Application on pages 8 and 9. In addition, Tables 3 and 4
(also located in the permit application) present the data regarding channel velocities and
shear stress at corresponding station numbers. In general, a rock toe has been proposed at
channel sections that experience the greatest shear stress and velocities and have natural
meanders. In order to preserve the pattern of the existing channel to the maximum extent
2
Charleston-Monroe Watershed Improvement Project November 11, 2003
DWQ Project No. 03-0972 CWS Project No. 2002-0218
practicable outside meander bends are being protected to prevent major bank failure. Most
of the rip rap toe is expected to become part of the natural bed and bank of the channel as
the vegetation becomes established. Unfortunately, the limited project corridor does not
allow for horizontal channel migration without causing property loss, infrastructure failure
and safety issues.
Section B. Placement and design of In-Stream Structures
In-stream structures were designed to protect against channel bed incision or sediment
deposition. These structures were designed to improve the slope of the channel and in-
stream habitat without relocating the existing channel. Structures were designed to create
riffle and pool habitats and stabilize the profile of the channel based on the proposed slope.
If you have any questions regarding this project, please don't hesitate to give me a call at
[phone] or'email at [e-mail].
Sincerely,
Mary C. ay, P.W.S.
Permitting and Mitigation Administrator
cc: Mr. Bob Wilson, US Infrastructure of Carolina, Inc.
Mr. Jarrod Karl, Charlotte Storm Water Services
Mr. Gregg C. Antemann, Carolina Wetland Services
Ms. Amanda Jones, U.S. Army Corps of Engineers
Attachments
Attachment A - Erinshire Road Channel Design
Attachment B - Hydraulic Analysis
Attachment C - Appendix B Morphological Measurements Table
Full Set of Plans (half size)
Charleston-Monroe Watershed Improvement Project November 11, 2003
DWQ Project No. 03-0972 CWS Project No. 2002-0218
Attachment A - Erinshire Road Channel Design
CHARLESTON/MONROE STORM DRAINAGE IMPROVEMENTS
ERINSHIRE ROAD CHANNEL DESIGN
The primary focus of the Charleston/Monroe Storm Drainage Improvements is flood.
control. Frequent flooding occurs at various locations within the project area as more
fully documented in the Planning Study and Report. The Erinshire Road area
experiences street and private property flooding frequently. In order to reduce the
frequency of flooding in this area, culvert and channel improvements are required. The
channel downstream from Erinshire Road is riprap-lined throughout its length. Over
time, sediment has covered the riprap in places, and vegetation has re-established itself.
The proposed channel improvements consist of a bankfull channel to carry the more
frequent storms with an in-channel floodplain bench to convey less frequent storms.
Storm events greater than the 10-year storm will continue to flood the existing floodplain,
but the depth and area of flooding will be reduced.
In order to determine a representative channel design to convey the more frequent storms,
USI consulted the 1998 study entitled Development and Analysis of Hydraulic Geometry
Relationships for the Urban Piedmont of North Carolina by Wilkerson, et. al, 1998. This
study surveyed nine urban streams to develop regional curves showing the relationship of
bankfull width, depth, and other variables to the drainage area. The drainage area (DA) is
approximately 495 acres or 0.77 square miles. The nominal bankfull width (W) was
determined by the equation, W = 20.9 x (DA)'-176 and the nominal bankfull depth was
determined by the equation, D = 3.02 x DA0-158. The values calculated were 19.0 feet for
the nominal bankfull width and 2.8 feet for the nominal bankfull depth. The proposed
channel improvements will approximately match these dimensions for the bankfull storm.
Charleston -Monroe Watershed Improvement Project November 11, 2003
DWQ Project No. 03-0972 CWS Project No. 2002-0218
Attachment B — Hydraulic Analysis

Charleston/Monroe Storm Drainage Improvements
Hydraulic Analysis
Primary Conveyance S sy tem
Hydraulic analysis of the primary conveyance systerri was performed using the HEC-
RAS modeling software developed by the US Army Corps of Engineers Hydrologic
Engineering Center. The HEC-RAS version used for this project supports one-
dimensional steady flow hydraulics. Generally, water surface profiles are calculated with
the standard step method, which sequentially solves the energy equation between cross
sections.
Input parameters for the HEC-RAS model are based upon the HEC-1 discharge values,
field survey data, and field investigations for other model parameters (Mannings n values,
etc.). The HEC-1 discharge values are listed in Table 1. Field data included
measurements and observations of culverts, open channels, and other site specific
parameters. Specific measurements and observations for culverts included lengths,
inverts, roughness, slope, size, and shape. Specific measurements and observations for
open channels included cross-section geometry, reach lengths, slopes, and roughness. In
addition, composite loss coefficients were estimated for culverts to account for
expansion, contraction, bend, and other minor losses. References to left and right in this
report are based on looking downstream.
Table 1: HEC-RAS Flow Data (cfs)
Location Station 2 yr 10 yr 25, N:r 50 yr 100 vi
Yardley Place Outlet 71+75 186 339 413 467 521
Upstream of 66" RCPs 65+50 198 370 454 517 578
Downstream of Monroe Road 58+40 290 568 680 763 829
Confluence in Cemetery 46+40 347 775 967 1116 1233
Downstream of CSX Railroad 26+75 353 691 793 879 936
Downstream of Worcaster Culvert 20+00 392 757 864 956 1023
The major open-channel segments analyzed are included within the limits listed below:
N Downstream Limits: Confluence with a second tributary of McMullen Creek at
the upper limits of the regulated floodway for McMullen Creek.
N Upstream Limits: Tailwaters of local drainage system ending at Yardley Place
cul-de-sac.
N Limits include the culverts at Monroe Road (Culvert #1), CSX Railroad (Culvert
#2), and Erinshire Road (Culvert #3).
Due to no reported flooding and the lack of development along the stream between
Monroe Road and the .CSX railroad, no survey data was obtained for this area. However,
the cross-sections of approximately 3000 feet of open channel in this area were
approximated with City topographic maps for continuity purposes in the HEC-RAS
model. Analysis results for culverts and pipe systems are discussed later in this report.
B&sed orn the I ILC-R AS arnalysis, the existin opeil channJ stem dowri,tream of th
CSX railroad and Erinsliire Road is inadequate for cvei1 then-year`storin. Urbam/atirnl
of the watershed has degraded the hydraulic coavey<uice capacity as well as the aquati
habitat of the stream. lmpro?-enmcnts to the system are %varramed,due to the dilapidated
condition oI'parts OF the system.
Two road crossings and one railroad crossing were analyzed as part of the HEC-RAS
model. The existing culvert analysis results were modeled and are listed in Table 2. The
existing crossings were evaluated for physical condition and capacity. The physical
condition assessment was based on field observations and existing records. Physical
conditions generally consisted of approximate age, condition of the system or culvert, and
headwall and endwall conditions. Capacity analysis for the three culvert combinations
along the primary conveyance system was computed using the culvert modeling routine
of HEC-RAS. The twin 66" RCPs leading to the twin 60"RCPs under Monroe Road
were modeled in HEC-RAS as culverts with an open channel cross-section between the
pipes and the culverts, because the analysis of varying pipe sizes within a culvert run is
not a capability of HEC-RAS.
Table 2: Existing Culverts and HEC-RAS Results
Road
10- 25- 50- 100- Low
Cuh'crt year year year year Point
Location Number Existing Culvert WSE WSE WSE WSE Elevation

Twin 60" RCP &
Monroe Road 1 Twin 66" RCP 722.4 723.8 724.9 726.2 727.3
2-2'x 2.75' RC
Boxes & 108"
CSX Railroad 2 CMP 697.4 699.8 702.3 704.5 710.2
Erinnshire Road _, 11 D'v in 7?" C!vTP 689.6 659.7 6K) 9.9 689.9 686.7
CM-P-( orrugated Metal Pipe
RCP-Reinforced Concrete Pipe
The CSX Railroad (Culvert #2) crossing could be accurately modeled using HEC-RAS.
The road crossings at Monroe Road and Erinshire Road were included in the HEC-RAS
model, but the results are not completely valid. Listed below is a discussion of each
crossmg:
X Monroe Road (Culvert #1): this culvert system consists of twin 60" RCPs at
Monroe Road with twin 66" RCPs extending 406' upstream. HEC-RAS cannot
accurately model culverts with different pipe sizes within the culvert reach.
Therefore, a very short open channel segment was included in the model in place
of the large junction box between the 60"RCPs and 66"RCPs. This approach can
simulate actual conditions and allow the model to consider separate overtopping
elevations for the 60" RCPs and 66" RCPs. Although not entirely accurate, this
approach provides reasonable results for evaluating the existing system.
'Hrisllire Read Wtlk'ert - j: thesc culverts arc twI 7?!' Cti1Ps. that contain
appioximatcly !.5 t-ce.t ot' sediment, ci?nsiderahly restricti[iCT the pipe capacity.
L3ecausc debris accumulation and sediment deposition is a recurrinl I Y problem at
this cukci-t, the cuk ert ? "Is modeled ?vitli actual j)ipe and channel verts to
accurately retlcct the sediment blockage. This approach produces higher
upstream "SEs than a clcarn culvert, but it moiv accuratety represents current
coed itions. Even without the sediment- the road still overtops in the 10-year
sto nn.
``w[e - Sincc the time of the survev, the sediment has bccn remoi ed from these
pipes: however, txcessi? e upstream tint and.` sedimentation indicate that t esc
pipes will likely have debris accumulation and sediment deposition in time
The existing 60" pipes under Monroe Road meet the City's criteria for freeboard of 18"
in the 50-year storm for road culverts larger than three (3) feet in diameter. The 66"
pipes upstream of the 60" pipes inhibit the ability of the stream to support aquatic habitat
and limit overflow storage normally associated with a floodplain. The culverts under the
CSX railroad, do not freely pass any of the design storm flows greater than the 2-year
storm; however, the railroad is not overtopped in the 100-year design storm, and the
natural detention limits the amount of flow experienced at Erinshire Road in less frequent
storms. The Erinshire culverts are frequently silted in and water overtops the road in all
design storms.
From the HEC-RAS analysis, there are several houses which likely experience house or
crawlspace flooding during the 100-year storm. Some of these houses are also impacted
by lesser storm events. Although crawlspace flooding does not flood living areas, it may
impact furnaces and air conditioning units, leading to costly repairs and replacements.
For this reason, the lowest ground elevation at the house is used to evaluate flooding
impacts. The houses subject to flooding in \-ariaus s101-1I1 e\-tints arc listed in liable 3 anc
,U -C shoe n oil \,Tap,, 4 and 5, Floodplains for Existing CondithIps Lit ErinsI re Road anq
Charleston Drive, which is included in the report attachments.
Table 3: HEC-RAS Results for Existing Conditions

address

FFE

I_-1G 2-
yeai
WSE 10-
rear
Ny'SE 25-
year
WSE 50-
year
«'SE 100-
year
WSE

Note
1510 Ormsby 695.5 690.1 689.3 690.3 690.5 690.7 690.8 HVAC 690.3
12 10 Frinshirc 0927 658.0 689.0 689.8 690.0 690.1 690.2 11VAC 688.3
12 1 1 rinsliire 600.9 6,ti?.4 687.9 688.9 68 .2 689.3 689.4 RVAC 688,4
I 11 I nilsllirc 093, 81).6 (189.) 6899 690.1 690.3 690.- flVAC 689
5823 Doncaster 688.1 684.2 682.9 684.5 684.7 684.9 685.0 Storage Rm 684.9
5901 Doncaster 687.5 685.3 684.5 685.8 686.0 686.1 686.3 Crawlspace 686.1

5923 Doncaster
691.9
688.3
687.9
688.9
689.2
689.3
689.4 Greenhouse 688.6
Garage 689.2
5701 Monroe 729.3 725.0 722.3 724.8 727.3 728.0 728.3 Vent 727.9
FFE - Finished Floor Elevation
LAG - Lowest Adjacent Ground
WSE - Water Surface Elevation
\<)tc: NVSI'S 111 bold exceeLl the lowcsl a(Ijaccnt L)round elcvahon at theWhousC.
Appendix B Morphological Measurement Table
Variables Existing
Channel Proposed
Reach USGS Station Reference Reach'
1. stream type E5 C5 N/A C5
2. drainage area 0.77 0.77 0.77
3. bankfull width 19.2 28.4 19
4. bankfull mean depth 2.4 2.0 2.8
5. width/de th ratio 8.0 14.2 6.8
6. bankfull cross-sectional
area 46.2 57.9
- 53.3
7. bankfull mean velocity 6.5 5.2 5.6
8. bankfull discharge, cfs 301 301 301
9. bankfull max depth 4.5 3.6
10. width of floodprone area 133 76
11. entrenchment ratio 6.9 2.7
12. meander length
13. ratio of meander length to
bankfull width
14. Radius of curvature
15. Ratio of radius of curvature
to bankfull width
16. Belt width
17. Meander width ratio
18. Sinuosity (stream
length/valley length) 1.03 1.03
19. Valley Slope 0.0095 0.0095
20. Average slope
21. Pool slope
22. Ratio of pool slope to
average slope
23. Maximum pool depth
24. Ratio of pool depth to
average bankfull depth
25. Pool width
26. Ratio of pool width to
bankfull width
27. Pool to pool spacing
28. Ratio of pool to pool
spacing to bankfull width
29. Ratio of lowest bank height
to bankfull height (or max
bankfull depth)
Notes:
1. Reference reach data is based on the hydraulic geometry relationships contained in the
report, "Development and Analysis of Hydraulic Geometry Relationships for the Urban
Piedmont of North Carolina", Wilkerson et. al., 1998.
2. The existing stream was channelized and lined with riprap years ago. In some areas, the
riprap has silted in to the point that it is not visible on the surface, but it is still just below
the surface. The riprap bank stabilization has prevented channel bank erosion and
masked, any potential bankfull indicators. Also, the riprap channel is prevented from
achieving a more typical type E stream meander pattern.
3. For the existing and proposed channel, the bankfull width, maximum depth, and, area
were calculated using Manning's equation and the bankfull discharge from the reference
listed in Note 1. For the proposed channel, the in-channel floodplain access is set at a
depth of 2.5 feet.
4. Existing utilities and homes prevent implementation of stream restoration. Therefore, the
proposed channel improvements consist of features aimed at enhancing stream habitat.
oF? -
Michael F. Easley
Governor
O 1 ? William G. Ross, Jr., Secretary
dr Department of Environment and Natural Resources
Alan W. Klimek, P.E., Director
Division of Water Quality
August 12, 2003
Certified Mail Return Receipt Requested
Ms. Mary C. Murry, PWS
Mr. Jarrod Karl
The City of Charlotte Stormwater Services
600 East 4th Street
Charlotte, NC 28202
Subject: Charleston/Monroe Watershed Improvement
DWQ Project No. 030972
Mecklenburg County
Dear Ms. Murry and Mr. Karl:
The Division of Water Quality has reviewed your submittal for stream stabilization for the subject project. Your application
was not complete since it did not include adequate discussion regarding the use of "soil bioengineering" techniques vs.
natural channel design techniques. Specifically:
A) No specific explanation was provided to justify the use of toe and bed armoring of the channel. Generally these
methods are acceptable where geomorphic stability cannot be achieved. No numerical discussion of whether or not
stability could be achieved by providing stable cross sectional dimensions, longitudinal profile, and/or pattern
considering the streams ability to transport its bed load in equilibrium. The use of the proposed methods will have to
be justified if they are to be used in lieu of natural channel design techniques.
B) Please discuss the placement/spacing of the proposed in stream structures.
C) Little plan or typical detail was provided other than plan view. It is recommended that the following information be
provided in order to provide an adequate basis to review the project (if not already provided):
Basic Information for Plan Approval
1. Morphological measurements (see Appendix B) - not all of the measurements are applicable in every instance.
2. Typical stream cross sections -Typically, a riffle cross section and a pool cross section that includes the entire
flood prone area. The bankfull and flood prove area elevations should be indicated. Similarly, a riffle cross section of
the reference stream(s) should be provided.
3. Plan view - Scaled plans that show the location of the proposed (preferably with stationing) and the existing
stream. In most instances, the bankfull contours and flood prone area contours, in stream structures, bank
revetments/stabilization, channel plugs, planting plan, vegetation conditions, stormwater outlets, grade controls,
bridges, culverts, sewer lines, roads, fencing, and easement lines should also be provided.
4. Longitudinal Stream Profile -A scaled profile that indicates the thalweg , bankfull, and top of bank elevations
should be provided for the design and reference streams. In many cases it may also be necessary to show the
existing land elevations for the design stream.
5. Planting Plan - A planting and/or vegetation management plan should also be required. The plan should indicate
the extent, density, and species of plants to be provided.
6. In stream structure, bank revetment/stabilization, and stormwater outlet typicals - Detailed, typical plans should
be provided for all in stream structures, bank revetments or stabilization, and stormwater outlets. The typicals should
include materials and specifications as well as relative lengths, positions, and angles.
7. Sediment transport analysis - A sediment transport analysis should be provided based on the current, relevant,
accepted practices. The sediment transport analysis should be relevant to the stream bed load type and should
predict bed load transport equilibrium.
This information is needed by the Division in order for us to decide whether this project is approvable.
North Carolina Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
919-733-1786 (phone), 919-733-6893 (fax), hftp://h2o.enr.state.nc.us/ncwetlands/
Page 2 of 2
Please call Todd St. John at 919-733-9584 if you have any questions. Until this information is received, I will place this
project on hold due to incomplete information (15A NCAC 2H .0507(a)).
Sincerely,
John R. Dorney
Water Quality Certification Program
cc: Mooreville DWQ Regional Office
Asheville Regional USACE Office
Greg Antemann, CWS, 5000 Nations Crossing Road, Suite 230, Charlotte, NC 28217
Todd St. John
File
Central Files
U
IaI"M OF
Cover Sheet ...........»....».....,.....»»,.,.»»........»....».......»....»... t x,
General Notes ........ »»............................................... .,.,,..,...,.. 2 ,
Drainage Structure Schedule .............. ...... ............ ........,..,. 2A
Details 2&2I -
Pla nlProBles .... .............. _............ ......... ..................... 3.20
Erosion Control Plene.........».»..........,....„.........».... ECl-ECS
Traffic Control ..................... .... _......................... ........ TCl-TC6
I V TAa
Utility Relocation Plans ............................... ........................ U•f
ENGINEERING & PROPERTY
MANAGEMENT
A
pa
ae
4 , 1? ?PjE

Odor 4 a
J
?gddn ?w
?1
a
o O
spQ
0
.
Ap q4
b
Po b o o? "?% fan ,
°d,y
o

?04 NITOV EMEW AFEA •5
y
Idlewild Rd
??
A 0
O 9p f4AOEMIRIT EF&SHFE ROAD
.; °•
?

°r d0a eo ?d
v
0d? A \ 4
TNr
S
9°4°4J

BRAP
NTS
%5tMQS 1401 GROUP
NOV 1 % 2003
WERgUXt1V SECTION
,.. I! PLANK PRRPAR= SYa
f'OUSEMIJ USI NFRASTRUCTURE
VaW OF CAROLINA, INC.
1043 E. MOREHEAD STREET, SUITE 203
Charlotte, NC 28204
Construction Plans of Proposed
CHARLESTONIMONROE
DRAINAGE IMPROVEMENTS
Project No. 671-00-012
Project Features:
Grading
Storm Drainage
Curb & Gutter
Asphalt Pavement
Soil Bioengineering
°
DO
00

Q
n
O
?
F-1 y+
q' A 0
SHM#4 YB `9v°d
o Er4no
bG / DONCASTERDR.
?0. s '° ?m Ra
I
? I
9

ff
n 8^ b .8
? ? Q
n
U r l \q< (? Q3
,J
L1 ?
l ?? ° o
fl
A
? d ?
rdsB?D
a
o ya
is
p! O :. _: Co haN

a

ERINSHIRE ROAD
IMPROVEMENT AREA
PRoJ? 21AY09r
NTS
?p n? ? aao
I Q Q\\?r ?J0 ?rReats Av?C:? >L1 o [?
I? ° oU•v ?° n, u ''ttll'' ° SHEEr#18Ya
Q °? 0 taROORDR° c
N0 b rook m r e l 1 _ p
n r„ a ° e 0 ac
v
74 -
C
f-? Bm:Ef41 Yl Y3
W I' 1
Is Yl
J °?1 ???I?C.?'T xm
Q
° 60
3 a
x
p? O
O O
o e 0
Id _J L L? 71
led co rt I? ?, ,
l
_ do?of,?r, c, e
HaRC
?'r a
o
13
n
O ?a1nt'?n
0?rf?p
LP
? e C
J E Independence Ev
? a 'D 00
o a °?
ym1 ? ? ?? a
,y ro
d
9
V r \n}
ova pH n
H
d? U q
0?, C
0
CHARLESTON DRIVE IMPROVEMENT AREA
PItOJBCT LAYOUW
NTS
2008 8WA.Z A.1m 1W=C;3 FICA' WnW
AO,iPoR coa?rR?rloa
Storm Water 1'roj. Mgr.
Contract Administration
CMUD -
Landscape Management
FINAL DRAWING Storm Water Construction Mgr.
Not Released For Construction
Goat TIOaAL mmae
Existing R1W fine ........,.......».................
Existing Property Line....................... ......... ..

-
Existing Edge of Pavement ............................
Existing Grade on Profile .................. .......... --------------
Existing Fence ........... ........ .................... _..-><- -.-
_. -s-e-x-
Proposed Fence »»»..... »...................... ».
:
SlopeStake Line ............. ..... ................-..-c r-
Temporary Construction Easement ..»..... - o-e -e-
PermanentDrainage Easement............., E-E-E-
N
Permanent Utility Easement ......................... -PUE-PUE-PUE-
ExistingOverhead Electric ..................».... -oHE-oHE-OHE-
ExistingUnderground Electric ......... ........... _-UGE-UGE-UGE-

Existing Gas Line ......................................... . -c-c--c-. O
Existing Water Line ................. ......................
-w--w_--w-
0
Existing Sanitary Sewer............................ ss-ss-ss- t
Existing Underground Telephone........... -T-T-r-
SIZE
Existing Storm Drainage ...... ........ ........ ....

Proposed Storm Drainage.. .............»........
Existing Water Meter................................ .-..............
Proposed Water Meter ...........»....................... ............._.............
Existing Water Valve............................. .....................................? U
........ oa
Existing Gas Valve ..................................................... ............ W
;
Existing Sanitary Sewer Manhole .......................................... ® h
O
Existing Storm Drain Manhole ............................................... ......... @
Proposed Storm Dram Manhole ........ .............................. ................. 9
M?1
Existing Catch Basin .................................. __.. ...............».»............
Existing Drop Inlet ............................................. ............................»..
Proposed Catch Basin, or Drop Inlet ..................................»......... ¦
Proposed Junction Box ......... ............. .................................................
Proposed Offset Catch Basin.......................................................
Existing Utility Pole ............................... ............................ ....» n ?-1
Proposed Utility Pole .............................. ....................... ................

#
Existing Light Pole ......................... ...»..... ........... ............................
Proposed Light Pole ......................................... ......»................»......» ?F
Existing Guy Wire ......»»..........»............._....... ...............:...».... ---C F+
?I
Existing Fire Hydrant ................... .......... ....... ................................... 1
?
Proposed Fire Hydrant ..................................... .................»........... O
Iron Pin ...........» .............»...........»..............................................ea
Accessible Ramp ............... ..............»......................................... ® A
Tree Removal ....... ..............».............................................»... X
Tree Protection ..................................... ..... .«...... ....................
Proposed Curb & Gutter, Sidewalk, Conc. Drive ................. 0 r.y
Proposed Asphalt Resurfacing ....................................................
Proposed Asphalt Replacement...................................................
Proposed Matting and Riparian Seeding ..................»........
Proposed Matting w/Riparian Seeding
and Llvestakiug........................................... ............ ............»»....

»..»»...............
Proposed RipRap......... ............... ...............
Proposed Coil Fiber Rofi............... ..... .....:........ ...................
Proposed Asphalt Driveway................ ............................
B
Proposed Gravel Driveway .... ......................... .................. ......
F
I

?RAPII8C O

4
60
20
0
Plan View ............. O
20 40 6,0
Bon. Profile........
4 $ 1,2

Vert Profile......».. O
un
[
Bid Set No.
,.rlllilWl!
PROPERTY
ENGINEERING
MANAGEMENT
APPROVED
CITY ENGINEER DATE
11W
C
•
I
tF84fillilRAL NO'1=
DRIVEWAYS:
ALL DRWEWAYS SHALL BE TED 70 THE BACK OF CURB OR EDGE OF PAVEMENT. DRIVEWAY
CWefRUCDON BETWEEN BACK OF CURB AND PONT OF 7N'-Hl SMALL BE MADE WITH
SLR/R MATERIAL TO DIE EXISTING.
TILE FOLLOWING DEPTHS OF TE-IN MATERIAL MEAL B USER
FOR CONCRETE DRIVEWAYS, PORTLAND COMM CONCRETE (360D PSI),8'
• FOR ASPHALT DRIVEWAYS, WTUMNOUS CONCRETE SURFACE COURSE TYPE SF /S A. AND
COMPACTED AGGREGATE BASE COURSE. e
• MR GRAVEL DRIVEWAYS, MATCH EXISTING (8' INCIDENTM STONE)
DRAINAGE PIPES:
UNLESS OTHFRMSE NOTED, ALL DITCHFB BEHIND PROPOSED CURB NO GUTTER SHALL BE
NCOLLED AND ELIMINATED. ALL DRREWAY PUS WHICH ARE NO LONGER NEEDED DOE TO THE
ELIMINATION O THE CICH SMALL BE REMOVED OR PLUGGED ACCORDING TO THE FOLLOWING:
• FOR EXISTING CONCRETE DRIVES, PLUG PIPES UNLESS ODflW16E INSTRUCTED BY THE ENGINEER.
• FOR EXISTING ASPHALT AND GRAVEL DANES, REMOVE DRIVEWAY FLIPS UNLESS OT E1NA5E
INSTRUCTED OV THE ENONFLR.
DRAINAGE STRUCTURES:
GRADES, ELEVATIONS, AND LOCATIONS SHOWN ON THE PINS FOR DRAINAGE SININRURS ARE
APPROXIMATE AND MAY SE ADJUSTED WRING CONSTRUCTION, AS DIRECTED BY THE
ENGINEER, TO ACCOMMODATE UNFORESEEN EISPNO CONDITION. ALL STATION At OFFSET
CNIOUTS FOR CAJCH BASINS ARE TO THE CENTER OF CATCH BASIN AT THE UP OF GUTTER.
CALLONS ARE TO THE CENTS O SIRUCD RE FOR DROP INLETS AND MANHOLES. CALLOUS
FOR FLARED ED SECTIONS ARE TO THE CENTS OF F1ARD OVOET EN 0. CAUtUT3 FOR
HEADWALLS ARE TO FROM OF WALL AT TOP OF PIPE AL PIPE SHALL BE RCP CLASS Of
UNLESS OTHERWISE NOTED ON THE PSIS
PROPOSED CURB ELEVATIONS:
EXISTING PAVEMENT SHALL B RETAINED UNLESS OTHERWISE NOTED. CURB ELEVATIONS SHALL B
SET BY THE CO TRACMR AND MAC'S BY 7HE BIOMES. THE CONTRACTOR 94LL BE
RESPONSIBLE FOR ADJUSTMENT OF CORD ELEVATIONS DURING CONSTRUCTION M ENSURE ROPER
IDM71UgtUL MOPE OF THE PROPOSED CURB WE SEE SHEET 2X FOR PROPOSED TYPICAL
SFCDONS
BACKFILLING
EIMNG CONDITIONS MAY WARRANT BAAOYMNG WITH BROW MATERIAL BEHIND PROPOSED
CUM AS 940" ON PUNS.
UTILITIES:
UTILITIES ARE ILLUSTRATED FOR INFORMATION PURPOSES ONLY. THE CITY WILL NOT SE HELD RESPONSIBLE
FOR THE ACCURACY O UTILITY LOCATIONS, SIZES. DEPTHS, ON FOR COMPLETENESS O UTILITY IMORNATION.
PRIOR TO CONSTRUCTION, THE CONTRACTS SHALL NOTIFY ALL UTILITY OWNERS WHOSE FACILITIES VAU. 13E
AFFECTED TO DETERMINE UTILITY LOCATIONS ME CONTRACTOR SHALL PROTECT ALL UTN11S FROM DAMAGE
CAUSED BY HIS OPERATIONS OR THOSE OF HIS AGENTS THE CON7RACMR SHALL FINN THE CITY HARMLESS
FOR ANY 7HIRD-PARTY INCONVENIENCE CREATED BY WORK OF HIS OWN FORCES OR THAT OF FS AGENTS
AS NEEDED, THE CONTRACTOR SHALL ADJUST/RaOCATE ME SANITARY SEWER AND WATER UNS ONLY.
OTHER AD USTMSiS/RaOCATONS WILL B PERFORMED BY THE VARIOUS UTILITY OWNERS. THE CONTRACTOR
SHALL COORDINATE WORK WITH UnUTY OWNERS SO AS NOT TO ADVERSELY AFFECT THE PROJECT S0EW LL
THE CITY WILL NOT BE HELD TESPOISIM FOR ANY DELAYS OR DISRUPTIONS IN THE SCHEDULE DUE TO
THE WORK OF OTHER UTILITY OWNERS
CONTRACTOR SHALL CONTACT NC ONE-CALL AT 1-800-632-049 FOR UTILITY LOCA71ONS PRIOR
TO CO SIRUCITON. CONTRACTOR SMALL ALSO NOTIFY THE CITY OF CHkqwm UTILITY
COORDINATOR OF WINDING WON. THE UTILITY COORDINATOR SHALL BE CONTACTED AT THE
FOLLOWING AOCff,55 (48 AIRS PRIOR TO C%MUCTON):
MR CFDRIC EIDER
600 E FOURTH SIRST
CHARLOTTE, UC 28202-2614
(704) 336-36%2
ORGWOAONS THAT MAY OWN FACILITIES THROUGHOUT THIS PROJECT ARE
DUNE POWER COMPANY
PIEDMONT NATUPIL GAS
CHARLOTTE DEPARTMENT OF TRANSPORTATION
BELL SOUTH
CWROHE-MFDOSWRC UTILITY DEPARTMENT
TIME WARNER CAKE
ALL GAS LINES WILL BE A1JUSIED/IELOCATED BY PIEDMONT NATURAL OAS A REPRSENTATDE O PIEDMONT
NATURAL GAS MIST BE PRESENT JUST PRIOR TO AND WRING ANY CONSTRUCTION NEAR EXS 1NG GAS LINES
THE CONTRACTOR SOUL CONTACT PIEDMONT NATURAL. GAS AT LEAST TWO WEEKS PRIOR TO CONSTRUCTION.
THE COMPACTOR SHALL SUPPORT AND PROTECT ANY EXISTING UNDERGROUND UTILITIES ENCOUNTERED
WANG TRENCH EXCAVATION ANO/OA PIPE INSTALLATION.
EXISTING SANITARY SEWER AND WATER LINE:
FOR WATER AND SEWER LOCATES, THE OOBRACTOR WWI CALL CHAJIUATE-MECIUNIMURG
UTILITIES AT 704-336-2584.
AN NSPWTOR FROM CHARLOTTE-MCILEMDURG UTILITIES MIL. B NOTIFIED PRON
TO THE BEGINNING O WATER AND/OR SANITARY SEWS WORT.
WRIT SANITARY SOME RS AND WATER LINES ARE ENCOUNTERED, THE CONTRACTOR SMALL USE
CABS IN WOROOO AROUND OR NEAR THEM. F AN DOSING SEWER OR WATER LINE IS DAMAGED,
THE CONTRACTOR SMALL IMMEDNTELY REPLACE THE SEWER OR WATER LINE 'AM OAS 350 - DUCTIE
IRON PIPE THE CONTRACTOR SEAL REPLACE A MAXIMUM OF 7B FEET OF SANITARY SEER UE AND/OR
WATER LINE WITH SASS 350 - DUCTILE LION PPE WHEN DRAINAGE PPE GUMS WITHIN 24' OF SAID LINES
HORIZONTALLY OR 12' VERFOALY AS REWIRED BY CHARORE-MaYBEIMRG UTILITIES OR LINED ON THE
PLAINS. AL WATER VALVES, WATER METER BOXES AND WATER VAULTS IN THE CONSTRUCTION AREA ARE
TO B ADJUSTED M THE FNSH M GRADE Er( THE COWIRVCMA.
F THE WATER METERS ARE M BE RDDCAIED HORIZONTALLY, THEY BULL BE MOVED M AN TAU
BEHIND THE PROPOSED CURS F RELOCATED METER IS IN DRIVE OR SIDEWALK, CONTRACTOR WILL
PROVIDE AND INSTALL CONCRETE METER BOXES
WATER AND SEWER LINES ARE M REMAIN ACTIVE DURING CONSTRUCTION. F NO POSSIBLE, THEN
CONTRACTOR SHALL FOLLOW C.MO. POLICIES, PROCEDURES, STANDARDS AND SPECFICAM NS MANUAL
ft ]NOW=
SUBSURFACE PLANS:
SUBSURFACE INVESTIGATIONS OF A LINED SCOPE ARE AVAILABLE FOR THIS PROJECT. CONTACT THE
CITY TO ONAIN A COPY OF THE GEOTECH11GV. REPORT IF DESIRED. THE CONTRACTOR SMALL MA E
HIS/HER OWN INVESTIGATION AS 70 THE SUBSURFACE CONDITIONS.
SAWCUTS:
THE CONTRACTOR SHALL SAW CUT EXISTING ASPHALT /NO/OR CONCRETE SURFACE PRIOR TO REMOVAL,
UNLESS OTHERWISE DIRECTED BY THE ENGINEER. SO CUT SMBL BE 1 NOR MIN. FROM D05ANG
EDGE OF PAVEMEU. SAW CUT PAVEMENT SOUL B REPLACED AS WELL AS ADDITIONAL
PAVEMENT RESOUND M TIE-IN TO FACE OF PROPOSED CURB AND GUTTER.
TRAFFIC CONTROL:
TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF THE -WORK AREA TRAFFIC
CONTROL HANDBOOK! (WATCH) AND TO THE TRAFFIC CONTROL PLANS ON SHEETS =-TM
TREES, SHRUBS, AND HEDGES:
THE CONTRACTOR SHALL PROTECT ALL TABS AND SHRUBS OUTSIDE OF CUT/NU. LINES, IN ADDITION TO
DIOE THAT RECEIVE TRE/$HRUB PROTECTION BARRIERS. THE CONTRACTOR IS ALSO REQUESTED TO SAVE
ALL OTHER EXISTING TREES AND SHRUBS MERE POSSIBLE
WHEN ROOT PRUNING IS NECESSARY, CUT ROOTS CLEARLY USING A CSC TRENCHER AND IMMEDIATELY COVER
ALL ROOT CUT SURFACES, LARGER THAN TWO NOES IN DIAMETER. WITH TREE WOUND DRESSING, IN
ACCORDANCE WITH SECTION 01000. P 03-K OF THE CITY OF CHARLOTTE LANDSCAPE CONSTRUCTION STANDARDS
USE PLYWOOD FORMS WHEN TREE ROOTS ARE ADJACENT M PROPOSED CURB M GUTTER OR SIDEWALK.
SIDE SLOPES:
AL SIB SLOPS ARE 3:1 MAGNUM AS SHOWN N THE TYPICAL SECTION, UNLESS NOTED OTHERWISE
N THE TYPICAL SECTION. F DIRECTED BY THE ENGINEER. A CUT SLOPE OF 2:1 MAXIMUM CAN B USED
AROUND TREES M MINIMIZE DAMAGE TO THE TREE ROOM.
EROSION CONTROL:
THE CONTRACTOR MALL BE REQUIRED TO MAIN AMN EROSION CONTROL OVItES AND TO PREVENT SEDIMENTATION
DAMAGE TO ALL ADJACENT PROPERTIES MD STIEWS N ACCORDANCE WITH IRE APPROPRIATE
CITY OR COUNTY EAOSW AND SEDIMENT CONTROL ORDNANCE AD/OR STM`NRD DUALS.
LADING WATER WITHIN THE PROJECT' HAIRS SHOULD SE PREVENTED . ALL DISRIRBD AREAS
SOUL SE STABILIZED AND SEEDED AND MULCHED AT THE DIRECTION OF THE ENGINEER.
RUM TO EROSION CONTROL PLANS ON SHEETS EC7- EC5.
MAIL BOXES:
ME CONTRACTOR SHALL RELOCATE ALL MAIL BOXES AS REWIRED BY SECTION 107-12 B THE NCDOT
SERVICE.
STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES COORDINATE THIS MDR( WITH THE U.S POSTAL
FENCES:
All. FORCES WITHIN THE CONSTRUCTION UNITS THAT REWIRE REMOVAL AS DETERMINED BY THE
ENONEEt ARE TO BE REPLACED WITH A FENS OF EQUAL WARY AS APPROVED BY THE ENGINEER.
V, IN, K.
THE FOLLOWING ROADWAY STANDARDS APPEAR N THE CORDITE-MECKIENBURG LAND DEVELOPMENT STANDARDS
MANUAL (JANUARY 2007 AND LATEST RENMON) AND THE FORM CAROLINA DEPARTMENT O TRANSPORTATION
MWtlf1 RaIOAWr STADWO CASINGS (JANUARY 2W2), AND ARE APPLICABLE TO THIS PROJECT AND BY
9MK NE C0.VbOSFD ARM OF TILE PSIS.
NCDOT:
STD. Na L?&L
836.11 BLOC( THDWALL FOR SINGLE AND DOUBLE PPS
838.57 REINFORCED WICK ENOWA.
NO.01 STANDARD BRICK CATCH BONN
HOST STANDARD CATCH BONN FRMIE CRATE AND HOOD
WAS STANDARD BRICK DROP INLET
840.1E STANDARD DROP NET FRAME AND GRATE
610.32 OR= JONCTION BOX
840.34 TRAFFIC BEARING JUNCTION BOX
640.51 STANDARD BILK MANHOLE
84084 STANDARD BRICK MANHOLE FRAME AND COVER
840.85 DRAINAGE STRUCTURE STEPS
840.71 CONCRETE AND BRIO( PIPE RUC
&0.72 PIPE COLLAR
W41 CONCRETE CURB, GUTTER, AND CURT k GUTTER
CHARLOTTE-MECKLENBURG:
CHARLOTTE-MECI£NWRC LAND wvaowNT STANDARD (CND)
10.17/AB COMB A GUTTER
10.16 CURB TRANSITION
1027 TYPE I RESIDENTIAL DRIVEWAY (2'-0' VAIEY CURB)
1028 CATCH BASIN IN VALLEY GUTTER
10]0 CATCH BASIN PLACEMENT AT NLDIBE im
20D3NB WOOL( DOUBLE CATCH BASIN 15' TKRI 24' PIPE
20.04AAB BRICK DOUSE CATCH BASIN 30' THRU 36' PIPE
20.07 BRIO( JJNCPON DOX
2023 RIP RAP APRON AT PPE OUTLETS
20.27 WP RAP DITCHES
2029 OVERLAPPING SD/SS EASEMENTS
20.30 MIN UM DRAK4 E EASEMENT REOUTAEMDTIS
30.08 TEPUPMY SILT FENCE
30.09 SILT FENCE STORM INLET SEDIMENT TRAP
30.10 TEMPORARY ROC( ONEaK BUM
3012 GRAVEL AND RP PAP FILTER BERM BASIN
4002 TREE PROTECTION

ABAND...................... ............ABANDONED
ASPN ................ ..............."ASPHALT
....................APPROXIAMATELY
APPROX. ..w...
8-8 ..............
. ............."..SACK TO BACK
B/C...... ............ ............... . ....SAW OF CURB
BIT.................... . ........ ......... BITUMINOUS
TORO ............ ..... ..................... BEARING
BVC........ .......... .................... BEGIN W
W................... ................ CATCH BASIN
WN.......... .... ................ CHARLOTTE-MEC LENBIRG
LAIN DEVELOPMENT
CLI/CMUa.,.... .. ................ CIIRIOTTE-EEC LENBURC
UTILITY DEPARTMENT
CBC.._............ .................. CURB AND GUTTER
CA FENCE ..... ............."..CHAIN UNC FENCE
CAP/CW..... "... ................. CORRUGATED META./STEEL PIPE
OONa...... .... ..... ... ................ CONCRETE
CONST........... ... ......... .......... CONSIINIC110N
DEL ................... ..................DEED BOOK
DCB........,.... . ..............DOUBLE CATCH BASIN
O ..................". ...,.,.........DROP INLET
DIRS .................. .. .................... DIAMETER
DIP ...................... ................. ..DIICWE IRON PIPE
DIN ................ ..................DRIVEWAY
Of ................ ..............."DIMENSION
E....................... ............. ......EAST/L"IING
EA .................. .............,....EACH
EL/E EV........... ..............."ELEVATION
EDP ................... ...........,....EDGE OF PAVEMENT
ESMT................ ................... EASEEIENT
EVC.... ............. ..................ED VC
EWA._.......... ..... . ............ .....ENOWALL
EK/EMST........... .... ...... ,........ EXISTING
F/a_....... ...... ......".,.....FACE OF CURB
F@G....... ........... .................... FRAME A (;RATE
FES ................ ..............".FLARED END SECTION
FH............. ..... . _........ ......... FIRE HYDRANT
FOa....... ....... .... .......... „........ FIBER OPTIC CABLE
GL....._._....... ................. GAS LANE
GV ................ ...............GAS VALVE
HORL............. ... .... ........... HORIZONTAL
HS....... _._... ................... HIGH STRENGTH STEEL
HW...... .._........ ............ ....... HEADWALL
NT__............ _ ..............INTERSECTION
INV...... ...... ..... ................. .NVERT
IP.......... ..,..,.... ............ ......IRON PIN
JB ................... ..................JUNCTION BON
L .......... ............. .. ........... ..... LENGTH
LEOP ................... ..... .._.......... LEFT EDGE OF PAVEMENT
LE........... ....." ... ...................LINEAR FEET
LP .......... ............. .................... IONT POLE
LE ................... ..................LEFT
.................................... NAOMUM
MAX'
:
MH._.......... .... ................... MANHOLE
MIN............. ..._.. .I..?_...?MINIMUM
mph.................... ....... ............ MILES PER HOUR
MTL................... .................... METAL
THIS DETAIL IS INTENDED TO CONVERT ME
NC OT STD. 840.32 BRICK JUNCTION BOX SEE NCOOT STD. 840.16
TO A DROP INLET BY REPLACING ME FOR FRAME AND GRATE DETAIL
CONCRETE COVER SHOWN IN THE NGDOT SRN.
WM ME ONE SHOWN IN MIS DETAIL
,)• CLLRAIT B
(T+PJ T .. -1-
N................ ............ .... .............NOIIN/NONMING
NTS................... ... ................... OT TO SOME
OC........... .............. .................... ON CENTER
PAVT_..... .......... ...........„..PAVEMENT
PS......................... .... ..._......... PAPER BOX
PC.......................... ...... ........ ..POINT OP CURVATURE
PERM ........_..-._... .._.............PERMANENT
PG.... ..................... . ................. PACE
PI........... _ ............. ...............POINT OF INT
PLC............ ..... ....... .... .......... .PK NAL
POa ......... ............. ................... POINT ON CURVE
PP...... ..... ..... .....
PROF .................POWER POLE
PROPOSED
............ ........ ............ .
PSE._...... ..... ..... _....„..........I'M SW ESMT
PT....... _............ .................. POINT OF TANGENCY
PALL.......,........ .. .............POINT OF VERT INT
POE................ .. .................PERM UTILITY ESNT
R ........................ .................RADIUS
BAP.............. .... .................. PoOHT EDGE OF PAVEMENT
RT................ ...... ..............RIGHT
RBC ................. .................RING R COVER
RW......... .......... .... .. ................. REINFORCED CONC PIPE
RIEOC.................... ... ................ RELOCATE
R/W'..................... . .................... RIGHT OF WAY
G ....................... ................SOUTH
SO..........,.............. .................... STORM DRAIN
SONH..................... ..... ............. STORM DRAIN MANHOLE
SF.............................................. WAIN FEET
SS........................ .................... SANITARY SEWER
S/R FENCE.......... .................. SPLIT RAIL FENCE
SSMH .................. ................SANITARY SEWER MANHOLE
STA........................ ..... ............. STATION
SM.,..,.................................... TANDARD
SM.._..................... ..................... SIDEWALK
TAN.,.............. ...... .................TANGENT
MM.................. ........ _....._.IPARO BEARING JUNCTION BOX
TOE.................,. . ...............TEMP CONST ESMT
TEMP ..................... ..................TEMPORARY
P_..._._ ............ ...............TRAVERSE POINT
TW................. ..... ..............._.TOP O WAIL
T/W_........... ....... . ....... ........... TEST WALE
TYP.......... _...._..
UP...... ............... ... ,.............. UTILITY POLE
VC............. .......... ................ ..VERTICAL CURVE
VERT..................... ...... ............ VERTICAL
W........_.............. ....... ........... NEST
W/..... .............. ... ..._........... WITH
WL..................... .................. WATER LINE
WM_.............. . ....... .......„.......WATER METER
W/0 ........................ ...... ............. WITHOUT
W VAULT .............. ................WATER VAULT
WV........................... ................... WATER VALVE
BOp.."..................................SXTY PENNY NAIL
Op
!
.......................... ..................FOOT
' ............................. .................... INCH
rA I
TRENCH 12 F`S6'MIN. IMO UNDISTURBED
WALL EARTH (1YP.)
Ab
DUCIIIE IRON
SEWER MAN
STABILIZATION STONE (IYP.)
CONCRETE ANTI-SEEPAGE
A COLLAR (CUSS D' CONCRETE)
PLAN
IB'MIN, I b _ I 'DIN. INTO
UNDISTURBED FARM
ALL SIDES
I
12'MIN. I
L-------?
SECTION A - A
CONCRETE SEEP COLLAR
_ A -1//- A4 REBAR EVENLY SPACED
II' GAO' INLET TOP SLAB
84
DIMENSIONS PER NCDOT 840.32
2' CLEAR PIPE W IS.
(7YP) DIAMETER DIMENSIONS DIMENSIONS
12' '-4' 6'
#4 AE ?A A 15"
AT e' O.C 18' 3'- 6
4' -4'
4-
F 1;
38" -4' 8"
4 V-0, N
PLAN 97SF 48' 8'-' 10'
54" -1
t4 RESAR 60' -4" IM
NOTE: AT B' O.C. 8 "
PREPARED BY.
SEE NCDOT SID. 840.32
SSCfRON A-U
DI CONC. TOP SLAB FOR NCDOT STD. 840.32 JB
NOT TO SCALE
FINAL DRAWING
Not Released For ConsWctlon
USINnIASTRUCTURE
OF CAROLINA, INC.
1043 E. MOREHEAD STREET, SUITE 203
CHARLOTTE, NORTH CAROLINA 28204
CHARLLESTON/MONROE
DRAINAGE IMPROVEMENTS

CHAR MTE. GENERAL NOTES
ENGINEERING B PROPERTY AND DETAILS
MANAGEMENT
N/A MIA U9 UOI
a GW
wRVVrmer HOPnuoer exFCxeONr AP?eoreoar Dore
NV a

NQ

W1E

BY

AEWISIW 67I-00-012

JOB N0.
?CA1 I
N OW211WW.mlD EEN

CWffIL PA,H TH
2
2BB
W
d
W
{
J
J-HOOK DETAIL
NOT TO SCISE
?1 1 t(DE POINT PROFILE MEW
77
_IiJ
d?j-ll I I -Ll - PDQL : _ I -
NOTE:
w USE ROCK SIZE 14' TO
rp w 30' FOR BOULDERS.
/D w POINT ROCKS SHOULD BE
AT HAND PICKED AND
MP INDIVIDUALLY FITTED TO
I=C I .:..I FOOTER ROTC AVOID GAPS.
I I
1/2
'
ad
I Y. FOR ACTUAL NIRIBER
aANBaF -HOOKS
LI,1 IHll?f-L! I I

I-i-] I-(I
' FIOw 1FNG1N
.
25
-II I
I
?I I
FlLLAND BAN
NATURAL CHANN C'
SUBSTRATE EXCAVATED
DURING POOL /
I
-
CONSTRUCTION, ro BANKDRL ELEV.
ROCK INTO
SAW I.S. NTH BP TTOM OF CHANNEL
RIP TOE flLOTECiION

.;?
i ? I I CIF
-
- I
a u
I 11

SECTION B-B KEY INTO
CHANNEL 1.5'
PREPARED BY.
USI USINFRMTRUCTM
OF CAROLINA, INC.
1043 E. MOREHEAD STREET, SUITE 203
CHARLOTTE, NORTH CAROLINA 28204
PROFILE MEW l? *71T,I'
ELEVATION OF SAWUML OR FID0051I6i'

1
I
111
?? I
,
- 1
_ I
1i1'
? I
I I
MOTH (W) NOTE
USE ROCK SIZE TO

1/3 W ? ?
1/3 W
1/3 W 30' FOR BOULDERS,.
ROCKS SHOULD BE '..
HAND PICKED AND D
-
III FLOW INDIVIDUALLY FITTED TO
AVOID GAPS.
l I tax i 1 FOOTER ROCK
BELOW GRADE
ill ; i ? , ? I-?IIII
i
fll 30 ? zo 3tI
;? 'i -I Iili

IIj '? .'1
I '
) :?! I AND FILL VANE
NATURAL CHANNEL
'I III. SUBSTRATE
EXCAVATED

:' la pW LLp,r III'-.
POOL
DURING
coNSmucnoN.
=1 ?
° t I ll

,; -

FLOW
'
Y I
----ME ro DANI6VIL ELEV.
"...
:.
,
...
111 u= PLAN VIEW
KEY ROCK INTO
J, BANK 1.5'. OTTOM OF CHANNEL
. I. f

T III ?
U
l I?lll?lllfilll?l?l.
?N
1 N ll
l l l
IL ?
' L
?4- 1
l
;
rlh iit.l?
"f-II Ir
Ih 4

SECTION A-A CHANNEL 1.5'
LARGE CROSS-VANE DETAIL
NOT TO SCALE

PROFILE VIEW HEAM ROCK
8E OFFSET - OF

nE EaolEx
RUCX _

=? aMH? _
ROCK TOE ?' -
-.
L D
-
ll -
1
k
T
l
II
p 1
?
U
II I ? _! 1 m lu-?I ?N -r-Twl-
I-]T'__.)L II II-U' - I I ? -I ?? fL I ?? I I II I -' I- --. - I - I I - -1 I-I I - I - -
BOULDERS
TLn.? `T F c -
PCOW
STREAM
FLOW
mn:
A
PLAN VIEW
NUT[
USI: ROOK SZE 1f TO UPSTREAM ELEVATION
?
? D BE
_"_. ROCK-TDE-
/
NAIA
5 SIKI
-
i;aiii
D TOwA1tlN O?MS"LL. V BOULDERS
---
E
BBWNSTRE MA EL
VATION
V`d
RIP R4
5' cTN, 6. THI APRs

.
n W :. FY

c ?
lll
??
/ -
ll/
1
1lf yL I G
l??(t,?
1 ??
L,q? YI6 ',ll
l
?fl/ 11 l? l?rTr
J'i`.
1
j
III ?11?
Il /1
,
; r
?,
?!
11
'
I?TI l?y
l,?l??l?,,?'Olbr??,l, x,11 Ih?l? ?J1?
SMALL CROSS-VANE DETAIL
NOT TO SCALE
' PLACE COIR ROLLS PARALLEL
TO THE STREAMBANK ALONG
A HORIZONTAL CONTOUR 1WiNE ATURAL
FIBER MATTING
v{BOOmmJ O
O

\ o \
0
o
o 0
2' x 2' STAKES
DOUBLE STAKES
2'x2'x4' LONG
NOTCHED STAKES
0 2 D..C (TIP.)
WANE
I-i
CHANNEL INVERT I

. I 1111-1111 I ? I
III-_I--III=
NATURAL
t -
i
FIBER

1?II?11 III?I L
-1 III-I
' MATTING MUST
f-I BE KEYED UNDER
1 III=I COIR ROLL
?
Ii III ., li'.?lh
DRIVE STAKE
1HROUGH NETTNG "
12" CPR ROLL
COIR ROLL/COIR MATS DETAIL
NOT TO S
FINAL DRAWING
Not Released For Constructlon
it
DOUBLE CROSS-VANE DETAIL
NOT TO SG E

V
WTmLa NmLa
BDA (IENmN) 0BA 4MxuoDO
UV£ SIMW AW
?INUbw ws WX .WNaN AwA•
HAW 9¢WSroY LIVE aws
W?.4 wKm PPIA Y
•? .HAIINAL T@P. UnHUtl L '?
oxE r6m BEM
rro ANN 8011
uw N m
I-I f1 I 7/
IN AREAS WIHOUT A PROPOSED FLOW SHELF
LIVE STARES SHALL BEGIN Y FROM TOE OF
SLOPE TO PREVENT VEGETATON FROM
BLOCKING FLOW OF STREAM.
uY N xE oreA ? YAM Tr
vWWs
NO
Y
1 COIR FIBER ROLL TO BE USED ONLY WHERE INDICATED ON PLANS
2- SEE PLANS FOR DETAILS ON PROPOSED VEGETATION.
3. ALL SLOPES ARE 21 (HOIIZ:VERiJ UNLESS NOTED OTHERWISE.
TYPICAL CHANNEL SECTION DETAIL
NOT TO SCALE
LINE LIA STA. 14+763 TO 21+603.
SQUARE WT
BUDS FACING UPWARDS
MIT LIVE CUTTING
70 2' DIA.)
36' MIN.
/ANGLE CUT 30' TO 45'
LIVE STAKE DETAIL
NOT TO SCALE
LINE YS STA. 10.003 TO 141773.

LIVESTAKING AND RIPARIAN SEEDING
ZONE ACRES COMMON NAME BOTANICAL NAME TYPE MATERIAL SIZE SPACING
EMBANKMENT 0.09 SILKY WILLOW SAUX SRICEA SHRUB LIVE STAKE 3 FT.(3/4- MIN. DIA.) 2' O.C.
SILKY DOGWOOD CORNUS AMOMUM SHRUB LIVE STAKE 3 FT. (3/4' MIN. DIA.) 2' D.C.
VIRGINIA WILLOW ITEA VIRGNICA SHRUB UVE STAKE 3 FT. (3/4- MIN. DIA.) 2' O.C.
BOIL,
IN ADDITION TO LIVESTAKING SHOWN ABOVE, SPREAD RIPARIAN GRASS MIX AT A RATE OF 50 LB/ACRE.
CONTRACTOR TO RACE SOIL STABILIZATION MATTING THROUGHOUT THE EMBANKMENT ZONE
RIPARIAN SEEDING
ZONE ACRES COMMON NAME BOTANICAL NAME TYPE
MATERIAL % MIX
SPACING
FLOOD SHELF 0.37 ANNUAL RYE LO'UUM MULTIFLORUM HERB SEED 65% THROUGHOUT
REDTW AGROSTIS ALBA HERB SEED 7% THROUGHOUT
RIVERBANK COLD RYE ELYMUS RIPARIUS HERB SEED 10% THROUGHOUT
' ^ .. VIRGINIA WILD RYE ELYMUS NRGINICUS HERB SEED 10% THROUGHOUT
SWITCH GRASS PANICUM VIRGATUM HERB SEED B% THROUGHOUT
BOIL,;
SPREAD RIPARIAN GRASS MIX AT A RATE OF W LB/ACRE
CONTRACTOR TO PLACE SOIL STABIUZATIW MATTING THROUGHOUT THE FLOODSHETF ZONE
THE ENGINEER MAY APPROVE AMSTED PERCENTAGES OF SEED MIX BASED ON AVAILABILITY.
ALL SEEDING OUTSIDE THE RIPARIAN ZONES SHALL BE IN ACCORDANCE WIT THE PROJECT SPECIAL PROVISIONS.
PLANTING DETAIL - SECTION VIEW
NOT TO SCALE
KEY IN TOP OF MATTING 12- DEEP
REINFORCE WITH STAPLES
36-JIVE MATTING (DORMANT)
FABRIC STAPLE (M4. 12-)
(SEE MANUFACTURERS SPECS FOR SPACING)
IN AREAS WITHOUT FLOOD SHELF.
PLACE FIRST ROW OF LIVE STAKES
> ?P} N
INSTALL APPROVED 2' FROM TOP OF ROCK TOE ELEVATION TO
PREVENT BLOCKAGE OF HIGH WATER FLOW.
OVER RIPARIAN SEED MIX(TYP) R MATTING

M
J
LINE LIA - TYPICAL CHANNEL SECTION A
NOT TO SCALE
LINE ILIA STA. 14+303 TO 14+75±.
tl xV 9EBT WM -, /-EXNTNO atlMD
/ VM6 WN
IX GAGE
I?I I?7?? I
CHIP,
IAMI _y
G1D1 ReAIC xY(M.)
RIFN (ABTK
NEOG wx roE MWn
Bs ers6IWN Naoc mL
NOTE
S
1. SEE PROFILE ON SHEET 3 FOR PROP. CHANNEL INVERT.
2. PROVIDE 2HAV BANK SLOPE TO TIE INTO EXISTING GROUND.
3. SECTION B LOOKING UPSTREAM.
PREPARED BY;
G USINFRMTRUCTURE
OF CAROLINA, INC.
1043 E. MOREHEAD STREET, SUITE 203
CHARLOTTE, NORTH CAROLINA 28204
LINE LIA - TYPICAL CHANNEL SECTION B
NOT TO SCALE
R Tm
(M.aN rW REG an»
RM N
xD BABE worn
NOTE
i PROFILE ON SHEET 19 FOM PROP. CHANNEL INVERT.
2. PROVIDE 2H; IV BANK SLOPE TO TIE INTO EXISTING GROUND.
LINE YS - TYPICAL CHANNEL SECTIOT
NOT TO SCALE
LINE L2 STA. 10+10± TO 14+403.
' MYAIM1M A IlMIAV WINE
xnn.Yw. aAx1n aonol..
21 _
I- i Jill
!Illl!T? [ !!!-?
2W BASE YAM
NOTES
1. SEE PROFILE ON SHEETS 6-71 OR PROP. CHANNEL INVERT.
2. PROVIDE 2H:IV BANK SLOPE TO ITT. INTO EXISTING GROUND.
LINE L2 - TYPICAL CHANNEL SECTION
NOT TO SCALE
'^y?rW,A.; mn u
',Ili I!IW'-
KEY IN TOP OF MATTING 12' DEEP IY MIN. OVERLAP OF UPSTREAM FABRIC
REINFORCE WITH STAPLES OVER DOWNSTREAM FAB C.
_ TOP OF NOTES:
. " OVZ 9TAK65RECIE JI
"
A
• " " MATTING TO BE ROLLED OUT LENGTHWISE ALONG STREAM BANK
NDING FROM BELOW THE ROCK TOE TO V BEYOND TOP OF BANK
EXT
IPAC60IA{ z FOOT C
LNIFRS• ^ ..
" BOWS" AGGERED " " .
r
IF MORE THAN ONE ROW IS REWIRED. MID-BANK OVERLAP SHOULD BE
SECURELY FASTENED WITH STAPLES
1
' A
.
A MIN. OF
2
ND

^
" •
' " " • , •
•
" IF BANK STABILIZATION IS PERFORMED OUTSIDE OF THE DORMANT SEASON
'
" • ^
"g"^"' " """•'•"
RI' '?" ^
•"` ? AND MATH APPROVAL OF THE ENGINEER. LIVE STAKES MAY BE REPLACED
WITH ROOTED CUTTINGS
", .".,

C?(J
FLOW PLANTING DETAIL - PLAN VIEW
NOT TO SCALE
FINAL DRAWING
Not Released For ConshecUon •
QUID CHARLESTON/MONROE
DRAINAGE IMPROVEMENTS

MARLOTTE. TYPICAL CHANNEL
ENGINEERING & PROPERTY SECTIONS & DETAILS
MANAGEMENT
N/A MN 119 V B 03
ANVAYEDBY PALTAAFDBY pLLpfD BY APRO BY OAIt:
9 of
xD DATE Br PLYI90x 671-00-012
A'.NO. N A
:CAME \000211CH\PIAN9FEB\91EERC.DM
CADf'1LEPATH W//S
c 2 ZO
7.1
NO
1. SEE PRO LE W SHEETS 3 & 4 FOR PROP. CHANNEL INVERT.
2. PROVIDE 2H:1V BANK SLOPE TO TIE INTO EXISTING GROUND.
3. SECTION IS LOOKING UPSTREAM.
I
W
4
J
SUMMARY OF QUANTITIES
CONCRETE IN FOOTING ................ ...... 3.8 CY
"STEEL IN FOOTING ...................... .....267 LBS
CONCRETE IN WING WALLS .......... .....1.7 CY
"STEEL IN WING WALLS ............... . 104 LBS
CONCRETE IN HEADWALL ............. ..... 0.4 CY
STEEL IN HEADWALL .................... .....21 LBS
TOTAL CONCRETE: 5.9 CY
TOTAL STEEL: 388 LBS
" "N" BAR WEIGHT INCLUDED IN FOOTING ONLY
L ALL CONCRETE TO BE 3000 P.S.I. COMPRESSIVE STRENGTH.
2 A STONE DRAM CONSISMC OF ONE (1) CUBIC FOOT O NUMBER M
STONE CONTOURED IN A POROUS FABRIC SHALL BE PLACED AT EACH
WEEP HOE. SUWRAN FINE AOMECATE SHALL BE PLACED BENEATH,
AROUND AND OVER ME STONE DRAW SO TIE STONE DRAIN IS
OMPLEiELY COVETED BY A LAYER O SUBNWN FINE AGGREGATE AT
LEAST ORE (1) FOOT THICK WHERE THERE IS MORE MAN WEEP HOE
IN A WNG WALL, A HOBEOUTA GRAN OF SUBDRAN DINE AGGREGATE
AT LEAST ONE (I) FOOT SQUARE IN MOW SECTION SHALL BE PLACED
TO CONNECT All STONE LAWNS A'ERTICAL MAN OF SBDRAN NNE
AGWECA.TE AT LEAST ONE (1) FOOT SQUARE N CROSS SECTION SHALL
BE PLACED AT EACH WEEP HOE TD AN EIEVATCN OF TWO (2) FEET
BELOW THE SURFACE OF THE EMBANKMENT.
3 AL EXPOSED OMCI AND WRNERS SHALL BE CHAMFERW I INCH.
A AND F-ED RN ACC-DANCE
AM SECTON 823 OF ME NISWT STANDARD SPEaFTCAT.s
B RI (TYP.)
ELEV. 730.35
V 729.355
ELEV 727.68
X nil X F.. 4'-0'
3'_0" P
,I 8,_0.
ELEV 724.68
2'-6-
I"
6
FRAME AROUND OPENING
W/ 4-#4 BARS B
ELEVATION
NTS
S FOUNDATION DESCH IS BASED UPON A NET ALLOWABLE SOL BEARING
PRESSURE OF 2000 PSF. ME BEANG SOLS SHALL BE
INSPECTED BY A GEOECINICA ENMEER AND BEAHIO PRESSURE
VRIFIED PRIOR 10 THE PLACEMENT OF ME FOUNDATION CONCRETE.
N DEBAR MAT IN ENDWALL SHALL PROMBE Y CEARANCE FROM 30'
RIP CLASS IN OUTSIDE MMEN BONS
7. PRECAST R.C BOX SECTIONS SHALL BE MANUFACTURED IN ACCORDANCE
WTH ASIM CIM33
B. INSTALARO! OF ME PRECAST R.C. BOX CULVERTS SHALL SE IN
ACOMDAHM YR ME RC. BOX MANUFACIMER'S REMIREMENR
9. ALL DIMENSIONS RELATIVE TO PLACEMENT OF RFINFCRONO STEEL ARE
TO CNTEAS OF BANS. EXCEPT CLEAR NMENSM&
10. UCEETTMLS M L BE USED FOR BOTH ME UPSTREAM AND DOWNSTREAM
-T IN-
11. ALL JCMiS N ME PRECAST WLAERT ERECTIONS SHALL INCLUDE M-30
BUM SEALANT MEETNG ALL REaRRwwTS OF AASHTO M19E TYPE
'B' ! - IN ACCRDANCE WITH ME R.C. BOX MNUFACNIMtY
REWINEIAADONS
12 ALL COMMIT SURFACES WALL BE RUBBED WMH A NON-SHRINK MOLT
TO PRODUCE A UNIFORM FNISM.
9-RI 0 1'-1" O.C.
4" ALONG TOP OF BOX FACE FOR
HEADWALL CONNECTION
3-RI ON TOP DOTE STEEL
HEADWALL CONNECTION
2-RI ON EACH SIDE FOR
- - IIIFOOTING CONNECTION
L 9-RI 0 12" O.C. ALONG
FRONT BOX FACE AT BOTTOM
FOR TOEWALL CONNECTION
_,r1:ITHREAD THIS
-- -4
END INTO RI
D1 (p5) REBAR DETAIL
4 1/2" 1
N (I4) REBAR DETAILS
RI LAYOUT RICHMOND STRUCTURAL
N'S CONNECTION INSERTS (RI)
J" TAPE EC-217 STRUT OR EQUAL
LENGTH = 4 J"
INSERT WIDTH = 2"
DIA. = J"
THREAD TYPE 10 LING
1'-0„
2" CLEAR
VARIES
3"-0" TO 4'-8"
#4 BARS 0 12" O.C.
3" CLEAR ---II-
" BARS 0 12° O.C.
BACKFILL USING FREE DRAINING
CLASS III, TYPE 2 SELECT MATERIAL.
FILTER FABRIC
4" PERFORATED DRAIN EMBEDDED
IN STONE FILL WRAPPED IN FILTER
FABRIC TO DAYLIGHT AT END OF WALL
5-"F" BARS 0 12" O.C.
-2° CLEAR
5-D2 ($5) DOWEL BARS
1'-0"
#4 BARS 0 10"
O.C. CONTINUOUS
2'-6"
X12"1-
THREAD THIS
END INTO RI
D2 (g5) REBAR DETAIL
THREAD THIS
1 END INTO RI
1'-3'•
.? 3" MAD.
D3 ((15) DOWEL DETAIL
4'-9"--l
2' 2" 3 3/4" RAD.
-
L-
F (#'4) REBAR DETAIL
i1-0° 2-#4 BARS CONTINUOUS
8'x4' PRECAST REINFORCED CONCRETE
BOX CULVERT PER ASTM C 1433
8"
s .. ._
?-RI (TYP.) i
9-"D3" (#5) DOWEL
BARS AT 12" O.C.
I
P-10"
SECTION B-B
"TS
2' ?6"
3'-6"
5A-A
NTS
PREPARED BY.
USINFRMTRUCTURE
OF CAROLINA, INC.
1043 E. MOREHEAD STREET, SUITE 203
CHARLOTTE, NORTH CAROLINA 28204
#4 BARS 0 12" O.C.
FINAL DRAWING
Not Released For Construction caARLESTONIMONTROE
DRAINAGE IMPROVEMENTS

Q?ARiATTE, ENDWALL DETAILS
ENGINEERING & PROPERTY YARDLEY CULVERT
MANAGEMENT
N/A TUB o/w
SRRNEYEDBY vPBPArEDer LHEUaDar APFROVmev DATe

9EE71DDM0 B? of
N0. MlE BY RE-ION 60-0o-012
ATBNO xTS
SCARS \DOONIOI\PtAIME1S\
CADFIIEPATN 2D 20
PLAN VIEW
}}}///
NTs
If
•
IL
d
25'-10"
U/S TOP OF WALL: 688.23
1 1 D/S TOP OF WALL: 687.84
1'-0' U ELEV.: 687.23
0 ELEV.: 686.84
2' 8"
s'' RI 12' O.C. (TYP.) - D /S ELEV.: 694.D
8,-8* 6-0(?)? ?C OF 'N?I--\ r
f 4 e p4 BARS
W (TYP.)-I}--? "vl 11- - FRAME PIPE OPENING
INV. IN 680.39 (L ,..?x L _ W/ 1-µ DARES
2 r INV OIIT fiM.00 II
U ELEV.: 6
D /S ELEV.: 6
INVERT OUT: 681.00 18' RCP
(DOWNSTREAM ONLY)
ELEVATION
NITS
1
V-2%1 35
',/ 3" IRA..
YYYY2-0'-+?
Z (115) REBAR DETAILS
135' INSERT THIS END TO
RICHMOND CONNECTOR
3"READ. (THREADED)
4`
18'
D1 (#5) DOWEL DETAIL
INSERT THIS END TO
RICHMOND CONNECTOR
(THREADED)
3' READ. 11'
11 1/2'
02 (t5) DOWEL DETAIL

L INSERT THIS END TO
RICHMOND CONNECTOR
(THREADED)
7' I RAD.
1- 11 1/2'
03 (00) DOWEL DETAIL
PREPARED BY.
vS[ USINFMSTRUCTURE
OF CAROLINA, INC.
1043 E. MOREHEAD STREET, SUITE 203
CHARLOTTE, NORTH CAROLINA 28204
SUMMARY OF QUANTITIES -::.':'-
UPSTREAM CULVERT WALL DOWNSTREAM CULN,NT WALL
CONCRETE IN FOOTING ............. _...... .11.9 Cy CONCRETE IN FOOTING ....,...,,
. ,....12.4 CY
.
STEEL M FOOTING ........................ .1131 LBS STEEL IN FOOTING .....1171 185
CONCRETE IN W1NC ............. 2.8 CY CONCRETE IN IN RING WALLS ......... ......J.2 CY
-STEEL IN WING WALLS .................. .191 LOS -STEEL IN WING WALLS ,.,,........ ....... 210 LBS
CONCRETE IN HEADWALL ...._........... 5.5 CY CONCRETE IN HEADWALL ........... ......5.5 CY
STEEL IN HEADWALL ........................ 235 LBS STEEL IN HEADWALL ..,......,.., .... ......235 LOS
TOTAL CONCRETE: 20.2 CY TOTAL CONCRETE 21.1 CY
TOTAL STEEL: 1557 LOS TOTAL STEEL 1616 LBS
. "N' BAR WEIGHT INCLUDED IN FOOTING ONLY -
2' CLEAR
SEE DETAIL A 10'x6' PRECAST REINFORCED CONCRETE
BOX CULVERT PER ASTM C 14,33
1 T'-0" r10., (TYP.)
4
B'-6" 111111
61-0" (TYP.)
SEAL JOINT WITH F BARS 0 12' O.C.
NON SHRINK GROUT III
7 ` r2' CLEAR
3 CLEAR
.I,I
/5 BARS CONT. 1'-0'
012' O.G ?'
I N5 BARS 0 12" O.C.
BARS 0 12" O.C.
SECTION A-A
NTS
P-0"
2" CLEAR
1 /4 BARS 0 12"
VARIES
5'-0" TO 7'-8"
3" WEEP 1
#1 BARS 0 12-
3' CLEAR- I
1 #5 BARS CONT. `
2'-B" 012 " O.C-T\T4
1
BARS 012" O.C.
FILTER FABRIC
/-BACKFILL USING FREE DRAINING
/ CLASS III, TYPE 2 SELECT MATERIAL.
F BARS 0 12" O.C.
?}---r?-2' CLEAR
. . I I-IL-j'?LO•
SECTION B-B
NIS
2'-2" 3" READ.
L
F (T5) REBAR DETAIL
BARS 012' O.C.
VARIES
5'-7 To 9'-3'
4 1/2'1 RAD.
4-2'-10°
N (96) REBAR DETAILS
FINAL DRAWING
Not Rel"wd For ConstnwHon
R
CHARLESTONIMONROE
DRAINAGE IMPROVEMENTS

CHARiAYPTE, ENDWALL DETAILS
ENGINEERING & PROPERTY ERINSHIRE CULVERT
MANAGEMENT
N
A RB U9 119
/
wRmmer wEVAREDev GNEa¢DBY AwDDAEDer IMTE

a
DACE
Nr
RE-I. OCOVIC9
o6sa NIS
ED \OOO01C KHANS EEI5\9EEPdDWO
CMFNEPATH
ZE
Z?
GENERAL NOTES
1. ALL OANIAEIE TO BE MOO P.S.I. COMPRESSIVE SNENGTH.
2. A STONE DRAUN CONSInNG OF ONE (1) C.BIC FOOT OF NUMBER ]BM
STONE CONTAINED IN A PCAWS FABRIC Sun BE PLACED AT EACH
WEEP HOLE. SUBMAN FINE MCREGATE SHALL BE PLACED MEAN.
MOUND AND OVER THE STONE ORAIN W THE STONE DRAM IS
C MP E- COVERED BY A LAYER M SUBM N FINE AtSASGATE AT
LEAST ME (1) FOOT NIM WHERE THERE IS MORE THAN WEEP HOLE
IN A WNC WALL. A HORIZONTAL DIU,N CF SRDRAN PNE ACGREGATE
AT LEAST ME (I) FOOT SWARE IN CROSS SECTON STALL E PLACED
TD CONNECT ALL STWE NLUN . A RERNDAL MAN OF SUBDRMN FlNE
AGGREGATE AT LEAST ME (1) FOOT SQUARE IN GROSS SECTION SHALL
BE PLACED AT EACH WEEP HOLE TO M ELEVATION M M (2) FEET
BELOW ME SURFACE « ME EMBPIMYENT.
1 ALL EXPOSED CONCRETE AND CORNERS SHALL BE CAAMRRED I INGL
1. CMCREE 9AU RE FORMED MO Pu H ACCMDMCE
- SECixM 825 «ME NCOOT BEANDARD SPECIE MS.
S FQUNDAYON DESIGN IS BASED UPON A NET ALLOWABLE SOIL BEARING
PRESSURE OF 20)0 PS. ME BEARING SOILS SHALL BE
INSPECTED BY A GEOTECNHI:AL SHONEER AND BEMNG PRESSURE
VERIFIED PRO- TO THE % CEMENT « THE FOUNDATON CONCRETE
6. REBAR MAT IN ENDWALL SHALL PROVIDE 2' CLEARANCE FROM 30'
RW CLASS M OUTSIDE OLMENSON.
]. PRECAST R.C. BOX SECTIONS SAIL RE MANUFACTURED N ACCORDANCE
"N ASTON CIADi.
8. NSTNLADNI OF IRE PRECAST R.C. BOX CULVDITS SHALL BE IN
ACCORDANCE WITH ME R.C. BOX MANUFACTURER'S REOLYRELENM
9. ALL DIMENSONS RELATYf TO PLACEMENT «REINFORCING STEEL ME
TO CFNIERS OF BARS EXCEPT C1EM D MBNSMNb.
IG DETAILS SxAIl BE USED FOR SON TIE UPSTREAM MO DOWNSTREAM
CIULVIRT ENDWAMB
11. ALL JOINTS IN ME PRECAST CULVERT SECTONS SHALL INCLUDE M-W
BUM SEAUNT MEETING ALL REQUIREMENTS « AASHT4 LASS, TYPE
'B' & SEED IN ACCORDANCE TWNI THE R.C. ROX MANUFAMPERS
RECM.E.0-S.
MA CCNCREIE SUREACES SHALL BE RUBBED WTH A NON-SHRINK MOUT
10 PRODUCE A UNIFORM flNISH.
___1 11
RRBC
RJ
D1 DOWELS (7) 012" O.C..
3" CLEAR
/4 BARS 012'
SEE SECTION
RI (TYP.
D3 DOWELS (14) 0 12' D.C.
1:1 BEVEL TOP OF CULVERT
(UPSTREAM ONLY)
BAR
' BARS 012' O.C.
"N" BARS 0 12' D.C.
SEE SECTION C-C
/ i-57/
NTS
B" DETAIL A: HEADWALL
NHS
PLAN
NHS CONNECTION INSERTS (RI)
>r TYPE EC-2F STRUT OR EQUAL
LENGTH - 4 ?•
INSERT WIDTH
DIA. - Rr
THREAD TYPE ?', 10 UNC
i

ASPHALTIC CONCRETE TYPE S9.5A
R. - T R. ' 1/4'
R. = 1 4' ... .. 6.
.44`.....
1
8'
COMPACT
FILL MATERIAL
J
EMSTNG
PIPE/CULV,
3'-6' L®SE
EXCAVATE ONLY AS DIRECTED
PANFMENT SCNEOULE
® PROP .52.5*I MpMIgNFOUpSpCONCRETE SURFACE COURSE.
RATE OF9115?LTUB/SY-IµPUED AT AN AVERAGE
® COURSE 7W&ET IAI OA.B TO 82REPLINF?AiEDANATE
AVERAGE RATE OF 118 IB/SY-IN.

EXISTING PAVEMENT PIPE IusrALL+nou uDTEs
I. A MINIMUM OF 24" FROM OUTSIDE DIAMETER OF PIPE TO SIDE
OF TRENCH MUST BE ALLOWED FOR COMPACTION CE FILL
MATERIAL BACKFIWNG CE TRENCHES SHALL BE ACCOMPLISHED

`VERTICAL. BENCHED. OR SHORED IMMEDIATELY AFTER THE PPE IS WD. THE FILL AROUND THE
PIPE SHALL BE PLACED M LAYERS NOT TO EXCEED 6'.
INSTALL CONCRETE THRUST BLOCK
IN RESIDUAL SOM1
INSTALL THE TIE
PER OSHA REQUIREMENTS UNDER NO CRCUMSTANCES SHALL WATER BE PERMITTED .
ROOS AND ALLOW TO SET BEFORE
TO RISE IN UNBACKFILLED TRENCHES AFTER THE PIPE HAS BEEN
MENT SHALL BE ATTAINED BY
P
ACR
N RE
UIR BACKFL NO, COMPACT BAC FILL
SELECT MATERIAL O
Q
E
LACED. COMP
EACH AND EVERY LATER
I
T
P
N
Y AROUND THRUST BLOC( TO 951E
THE USE OF MECHAN
AM
.
CAL
S O
L
THOROUGHLY COMPACTED
S
A STANDARD PROCTOR DENSITY
OF C, FILL SHALL BE PLACED LOO
E
ND
INTO PLACE. BEFORE RELOCATING WATER LINE
2. ALL BACKFILL MATERIAL SHALL HAVE AN IN PLACE COMPACTED DLNSIIY
SECTION 300 OF THE Sm
IXtANNCS OF 95S OF STANDARD PROCTOR. THE FINAL 2' BELOW FINISHED GRADE
.
LOOSELY PLACED APPROVED LOCAL MATERIAL OR (IF PAVEMENT) SHALL BE 1008
SELECT MATERIAL FOR FOUNDATION CONOTWNING 3. ALL TRENCHING OPERATORS SHALL MELD OSHA STANDARDS.
AS DIRECTED BY THE ENGINEER. (STOVE WALL NOT
BE ALLOWED)
4. BACKFIML MATERIAL BENEATH ROADWAY SHALL BE SELECT MATERIAL
5. EXISTING EXCAVATED MATERIAL OUTSIDE OF THE PAVEMENT AREAS MUST
FOUNDARpN CONDITIONING BE APPROVED BY INSPECTOR TO USE AS SUITABLE BACKFILL. IF
MATERIAL IS DETERMINED TO BE UNSUITABLE. BORROW MATERIAL SHALL
MATERIAL f X57 STONE1 AS
DIRECTED 9Y SITE INSPECTO4 BE USED AS BACI(FTLL.
6. PIPE SHALL BE INSTALLED PER SECTION 300 OF THE NODOT STANDARD
SPECIFICATIONS AND DRAWINGS.
N 528892.7936
E 1472809.7575
Ti ? JI
g PROP. W
RIM EHEV, 733,13
I' Iw INV. IN (E) 729.35 729.22
? IN V. V. W (S) .15
M OUii 1299.15

'c o
PREPARED BY.
trs[ USINFRMTRUCTURE
OF CAROLINA, INC.
1043 E. MOREHEAD STREET, SUITE 203
CHARLOTTE, NORTH CAROLINA 28204

T _T
y..4, 2'COVER
T.4 BARS
A
11r
(TYP.) 6
;

H BARS
AT 6. 6O
SEE NCDOT STD. 840.16
O.C. FOR FRAME AND GRATE DETAIL
JOT STD 840.66
T?
T ?.
BILL OF MATERIAL
P
GONE. IN
FRAME
U,= GENERAL NOTES
1. MORTAR JOINTS 1/2' i 1/8' MICE,
SI'A'M 2. CLASS 'S' CONCRETE TO BE USED THROUGHOUT.
8' 3-V 3. THE POURING OF FLOOR SUB TO BE ACCOMPLISHED BY FORMING,
4'-4' 4. DEDUCT FOR PIPE(S) FROM TOTAL CU. YOS. OF BRICK MASONRY.
5. ALL CATCH BASINS OVER Y-6' IN DEPTH TO BE PROVIDED NTH SR PS
N Y-2' ON CENTER STEPS SHALL BE IN ACCORDANCE WTH SID. NO. 84061,
6. USE TYPE 'E','F' AND 'G' CRATES UNLESS OTHERWISE INDICATED
7. JUMBO BRICK WILL BE PERMITTED. CONCRETE BRICK OR 4" SOW
CONCRETE BLOCKS MAY BE USED IN LEU OF CLAY BRICK.
B. W REINFORCED CONCRETE PIPE IS SET IN BASE SLAB OF BOX, ADD 70
BASE AS SHOWN ON SE NO. 840.00.
9. FOR V-O* IN HDCIT OR LESS. USE 8' WALL. FOR OVER 6-0' IN IN 101T.
USE 12' WALL TO 6'0' FROM TOP CE WALL AND W WALL FOR THE REMAINING
V-0'. QUANTITIES TO BE ADJUSTED ACCORDINGLY.
lrll_? Nil ll X11 1 =?11 IT I? 111 11 11 rr ?T=ll lll°m=T11?T-ITr 1=1Ir- ll= -I
-III-III-R=III-III=III?II-II!?It?IGII -III-1 Nll-III=11 II?IY?If=i(1?11=11111=?=111=11GI1 3/4'srALNL[ss rnu TIE RODS i.-{IC=III=III
COMPACT SURROUNDING BACRILL TO (4 TOTAL)
IC CON.) 95R STANDARD PROCTOR DENSITY (TYP.) /1RAN1ITION COUPLING IF REQUIRED (MANDATORY
FOR TRANSITION TO CAST IRON PIPE)
P
ROP. CULVERT al4 .
10F:
EXISTING WATER LINE FASTI NG WATER MALE EDSANC
E + DIP TO BE REMOVED M BE REMDVFD OP ?:. WATER LEE
7"
6' MIIR CLEARANCE ..
J/! INNATE SASW RIM
TE MBAR T6 TIE EN (OPJ
YNTMI C MF/lNKE XMAN
MNRNN uTTR MALI (TIPJ-X
PIA¢ M NBN IY m QNWR EMI my- 'l
0.90" GEAR
EOTgA
S ? p
.ECTION.A,A
PC350 DUCTILE IRON PPE
(ON All PROPOSED PIPE)
0.50" CLEAR
(MIN.)
i ?-INSTALL AIECNJIG JOINTS OR PRIN. CONCRETE TRUST BLOC(
CAST DATA 0800 PSI CONCRETE
N APPROVED EQUAL AT ALL JOINTS (SEE DETAIL BELO)
DER STORM DRAINAGE 48' DUCTILE IRON BENDS. ROUTE
AS REQUIRED (4 REQUIRED)
SEE NOTE p
PROFlLE NOTES
xrs 1. WATER SHALL BE MAINTAINED DURING THRUST
BLOCK INSTALLATION.
2. ALL CONCRETE SHALL BE 3600 PSI COMPRESSIVE
S RENGTH.

I

j? CMUD AND RESIDENTS SHALL NOTIFIED OF ANY
IN
WATER SERVICE AT LEAST EAST 72 HOURS
NTERRUP110N IN
L I
l L,-3, R
PRIOR TO INTERRUPTION.
4. THE CONTRACTOR SHAD. MINIMIZE THE TIME RESIDENTS
ARE WITHOUT WATER SERVICE AND SHALL NOT ALLOW
WATER SERVICE TO BE INTERRUPTED FOR MORE THAN 8
HOURS.
5. FITTINGS SHALL BE RESTRAINED USING MEGAWGS,
STAINLESS STEEL. TIE RODS, OR RESTRAINED JOINT PIPE
AS APPROVED BY ENGINEER.
THRUST
BLOCKING DIMENSIONS
- W 'C
OVA6
3'-0'
CHAR)
0.50" GEAR
- THRUST BLVO& ELEVATION
WATER LM RELOCATION
NOT TD -
6. IF THE EXISTING WATER MAIN IS CAST IRON OR PVC,
USE TRANSITION COUPLING TO CONNECT TO DUCTILE WON
PIPE
7. FOR PIPE CULVERTS 46' DIAMETER OR GREATER AND
OR ARCH CULVERTS 4 FT. WIDE OR GREATER, INSTALL
RELOCATED WAIF MAIN WITHIN A HIGH STRENGTH
STREET ENCASEMENT PIPE TO BEYOND THE CULVERT
TRENCH LIMITS.
FINAL DRAWING
Not Released For Conetmation CHARLESTON/MONROE
DRAINAGE IMPROVEMENTS

CHARLOI°I E. DETAILS
ENGINEERING B PROPERTY
E
E
T
MANAG
M
N
N/A NY us U9 8 W
-EVmBY PAF81J16DBY CN-11 AWBDRED6Y M'R

PL
SI
I
EFI9
EE,'GDWC
S O

MQ
DATE
BY -
REYAVQY 611-W-012
.NNHD N/A
TALE ?WOMIC
Y
AN
?
H
CADNIEPKTX 2F 20
NOTES:
I)THE TEMPORARY PLYWOOD FENCING
SHALL BE PLACED AT LOCATIONS SHOWN
ON THE PLANS OR AS DIRECTED BY THE
ENGINEER TO PROTECT EXISTING BUILDING
2) FACES.
UNDAMAGED LUMBER MAY BE REUSED AT
OTHER LOCATNNS WITHIN THE PROJECT.

STRUCTURE DETAIL it STRUCTURE DETAIL #3
NOT TO SCALE NOT TO SCALE
18-0 8A5 AT C D.C.
POINT CONTRACTW PI ELECT TO BUOD THE U TOP Be RCP
LISURVEY 14+0274 STAB I TWO PIECES EACH B'-O' IN LENCIH. PROP. Of
MANIMN COVER OVER S AFSN. IF TWO STA. 1610135
729
E 1472807.25 Yx4' }5 S°R, EVENLY SMCEO 8 WITH NON-SHRINK CONTRACTOR SEAL JOINT RIM RIM ELEV. 738.62
LwT WITH ON-SHANK GROUT. V1. INV. IN IN (B8-) ? 729.B. 17-45 is RAM AT 8' 0.G
1'-9 1/2' RA I INV. 0111 (68? 72882 r5 NL5 la 'Dl' DOWEL BRAS
INTIGN OPENNC N 828018.18 SPACED EVENLY EVENLY J' RAT. '
E 1472873.65 ? r ¢ \ _r
6 2 O
24' PCP 1'-8. 78' RCP A] VE MIN n< A CO4FR?(7W) 6'
COwI (iYl+)
A A SURREY PONE 86' RCP 8-?,15 BARS AT 8' O.C.
&195, 14ENVY SPACED LIB STA 16+03.35 ! 12'
8x4 PTECIST PRO JB IS /2'-0' ? ? ffi DOWEL DETAIL
CULVERT 10 . ?
STAP14!0274 NETS
ON. N N4') 72654
INV. IN 24 72&I2 BILL OF MATERIALS W-0, 5-s• w4- s a,?
HIT.. IN t!? 729M PLAN OF !0" TffiCN TOP SLAB
INV. 001 (8'xe) 726.74
SLAB
VIFII PLAN OF IT THICK TOP
PLAN Ilip
SEE NCDCFr m
E. GR 510. 60.29 FOR
SEE cu D s D 2o.tD
FRAME. R
FPIMI; RATE KIND ANCHOR DETAIL
PENERN NOTES-.
FOR RING AND COVER ?T/JL I I
fOWf (TP•) ADJUST m DRIVEWAY SIDPE BJ 1'-s 3' 8'+I Imo- 1. MORTAR Jaxrs 1/Y 3 I/6' THICK
' 1c _ I I WNC. TOP THIS 2 CLASS 'B' CONCRETE TO BE USED THROUGHOUT,
SEE L DErN THIS SHEET
3, THE POURING OF FLOOR SLAB TO BE ACCOMPLISHED By FORMING.
11r RCP 8'x4' PAEC45T (CONC. CULVERT 4. DEDUCT FOR APE(S) FROM TOTAL W. RR. OF BRICK MASONRY-
m a r4' PRECI$! COXG CULVERT ?,•N?; PROVIDE STEPS 1'-2' O.C.
T ; STEPS SKILL CBgE IN 8. ON ALL DROP INTER OVER B' IN DEPTH DA BE HAOFD WITH STEPS 61'-2'
NCOOT StD BW.65 I ON CENTER. STEPS SHALL IL BE IN ACCORDANCE WITH SID. NO. 640.68.
W G1LVL7T 1. MORTAR JOINTS 1/2' f 710' TRICK q '-q (• 8. JUMBO BRICK WILL BE PERMITTED. CONCRETE BRICK OR 4' SOLD CONCRETE
7'-4' or ACP BB' RCP BLOCKS MAY BE USED IN LIEU OF CLAY BRICK.
6 2 CLASS '8' CONCRETE M BE USED THROUGHOUT.
J. THE PORBNG OF FIDOX Sl/S TO BE -El BY FONExO.
IF RERM CONCRETE PIPE
BC RCP I 7. IF SHM ON Sr. NO. P. IS SET N BASE SLAB OF BOX,, ADD TO BASE
II 8' 4. DEDUCT FOR PIPE(S) FROM TOTAL CU. YOS OF BRIO( MASONRY
1Y-{ 1Y--I
8' 45-4• 1P 2 EO.CSRPS 5. ALL JUNCTION BOXES OVER 3'-8' N DEPTH TO BE PROAOFD WITH SLEPT & ALL CONCRETE SHALL BE 36M P51.
SHALL BE N 1'-2' ON CENTER SLEPT SHALL BE N ACCORDANCE WITH SID. NO. 810.6& I BILL OF MATERUd.S
12'-O ARMANCEBI& m +'-B•
NCDOT SID 88 S. JUMBO MiICK DULL BE PERMITTED. CONCRETE BRICK OR 4• SOLID CONCRETE 12' 3'-0' DESCRIPTION
SECTION A-A SaCTlON B-B BLOCKS MAY BE USED N OED DU CLAY BRICK t J
7. IF REINFORCED CONCRETE PIPE IS SET IN BASE SLAB OF BOX. ADD TO BASE 12' 9'-4' SAGTfON A-A 6'-0` SECTION B-R
AS SHOWN ON Sr. NO. 0.000. T_O'
8. ALL CONCRETE SKILL BE 3603 PSI. 13'-4'
GRATE NUUME 84D.29 f ER'
STRUCTURE DETAIL #2 STRUCTURE DETAIL #4
NOT TO SCALE NOT TO SCALE
17-/3 BART AT B' O.G
EQUALITY AMM SURVEY POINT
L1 71T84 •• 18-/5 BRAT AT B' O.C. LIB STA. I - - l'-9 1/Y DA. E M
Y2 0+00 711
529004.36 Be RCP E 14731049 N 14731092 B6' RCP RNRAI OPRRLG °/ +Y
N
E 1472944.34 0
2' MIN ?tT? ??
24' RCp 1 y. '? cowl (1YP.) W . 2-8' "T' N V g:y B-Rs BARS AT B• D.C. 12
J 945 Ens 0C....
NN.
AF? A A f . ? A COVER YA (TIP.)
® PROP. JB GENERAL N-
68' ACP STA. 17455.52
® PROP. CS RIM ELEV. 744.33 11-4'
COMC CULVERT 1. MORUR JOINR 1/2' :k 1/B' THICK.
CdI RIM E1...7140.00 INV. IOUr (8 ) 77457 2 CLASS *B* CONCRETE TO BE USED THROUGHOUT.
INV. IN (24? 73200 I. MORTAR JOINTS I/2' t 1/8' TICK
NK IN ((1
_ I I8 72BA3 12'-0' m I Pl.dN OF !P TNI.RI TOP c .I R 3. THE POURING OF FLOOR SUB m BE ACCOMPLISHED BY FORMING.
INV. OUT (7'x41 727.37 2 01139 'B' CONCRETE m BE USED e01MMI0Uf. ?L
4 DEDUCT FOR PIPE(S) FROM Tout W. YDS. OF aRIal MASONRY
PLAN OF 1F' TffiC% TOP SbJR 3. NE POUBNC 6 FIDOR SUB 0811H
AN PIFM ACCOMPLISHED BY FOPoINQ SEE (YID 510. 20.10 5. ALL JUN CTIOH CE M STEPS 3'-8• IN DEPTH TO BE PROVIDED NN STEPS
DJ ST mµS 1'-2.ON CENiEt SIFP SKILL BE IN ACCORDANCE WON SID. NO. 540.66.
A DEDUCT FOR PIPE(S) FROM IOTA GE m5. OF
' BRICK MASONRY. & JUMBO BRICK WILL BE PERMITTED. CONCRETE BRICK OR 4' SOLID CONCRETE
SEE ? FSM. O2A S-o' 2'-Y 5. ALL CATCH &1SINS OVER 5-6' N OWN TO BE - -" BLACKS MAY BE USED N LIEU OF CLAY BRICK
IJWI Ib00 DEYL Sd PROVIDED WITH STEPS 1'-2' ON CENTER. STEPS 1Y Q,? 7. IF REINFORCED CONCRETE PIPE E SET IN BASE SLAB OF BOK ADD m BASE
SKILL BE IN ACCORDANCE WITH STD. ND. 60.65. - AS SHOWN ON Sr. NO. 80.00.
& ALL CDYdEIE SHALL R 3800 PSI.
6. USE TAI?SE r, - ED D -0- pNTE$ UNLESS = I Be RCP
/ 7. Or" BRICK AIMED BE PERMITTED. 0U CONCRETE 8-1' 66' RCP I -
5-0• / BRICK OR 4' I OF SOLID C CONCRETE NCAflE BWOl6 MAY BE
I1 USED IN LIEU 00 CLAY BRICK, -
IF REDIFORCED 1-
6' & sue OF BOX, ACONCRETE PIPE SET N BASE AS T a?. BILL OF MATERIALS
x
NO. 8080. 1
12'-0' p4 PROVIDE STEPS V-2` O.C.
PItOISDS TIERS 1'- ' O.G 24• RCP + 6. AL CONCRETE SHALL BE 3800 PSI. STEPS SHALL BE N TEPS ACCORDANCE E70 I s-0' NR bLs tY s•O'
NCWT STD $40 7-0'
I BILL OF MATERIAL SAC= A-A sACrfox R R
?An Tx4, PRECAST 88' ACP
CONC. CULVERT
Now
12'+? YEA( tY---I fi'-4'
75-4'
FINAL DRAWING • CHARLESTONIMONROE
1Y+1 ?1a-o'--- SECTION - 6_0•-- SAMOA R-B Not Released For Conatnwtbn DRAINAGE IMPROVEMENTS
I 74-0' B'-D• -
PREPARED BY: CHARLOTTE. DETAILS
ENGINEERINGB PROPERTY
USINFRASTRUCTME MANAGEMENT
OF CAROLINA, INC. N/A MM U9 U9 8/03
1043 E. MOREHEAD STREET, SUITE 203 w66erA06v vMBAEm Gr <xv?x609r evmOVmfir UAiS
CHARLOTTE, NORTH CAROLINA 28204
MfiFT Ov
6T-00-012 ./A
\000211CH\PUNSHIFER\SNEEf2G.DWC 2G 20
w Onrt av -l Nosxa cwrnavarx
F
4
4
AL
2'
COVER
.I
STRUCTURE DETAIL #6
NOT TO SCALE'
10%39 I'--g 1/2" DA
4
0
A I 18E YJ ? yga
.. 80' ACP d
GENENN NOTES,
1. MORTAR JOINTS 1/2' 4 1/8W THICK.
15-45 BARB AT e• D.C. 2 CUSS 'B' CONCRETE TO BE USED 1HAOIIp10Uf.
FRAME OPOB? 3. ?PoURING OF FLOOR SUB TO BE ACCOMPLISHED BY
/i55
4. OEDUCT FOR PIPE(S) FROM TOTAL. CU. YM OF BRICK
MASONRY.
OVER 3 IN DEPTH TO BE
S. ALL JUNCTION
YAR PROVIDED N STEPS ON
CA CENTER. ER. SOPS SHALL
WITH
SI
E IN AC
N ACCORDANCE NTOH 510. NO. M.U.
5, JUMBO BRICK WILL BE PEINBIED. CONCRETE BAKE( OR
9•_1• 4' SOLID CONCRETE BLOCKS MAY BE USED N UEU OF
CLAY BRICK
7. IF REINFORCED CONCRETE P,PE IS SET N BASE SUB OF
BOX. ADD TO BASF AS SHOWN ON ST. NO. 540.00.
S. ALL CONCRETE SHALL BE 360 PS.
- 10'-0' --? P AV OF f THICK TOP ML AR
L N10%39I
I
'0' S.
66' RCP - I _' RCP
/2-• I _
OL 12' 7i' o
SECTION R-11
n'i•
BILL OF MATERIALS

SEE NCDDT SID.
FOR FRAME AND GRATE
7'-f O' I
(-= STRUCTURE DETAIL #6 Fp?tHgpEt?
NOT TO SCALE W/ X96
r S-}8 &1P5 AT B' O.C.
10x 5'D1' DOM BARS
12' SP EVENLY
3' RAC.
11y ?T J.fI 1'i'
B,a. 11- fl46 ?B•I
AT 8 0' D.C.
M (9) DOWEL DETAIL
N 52907!38 NIB
E 1473199.33
® PROP. D
SIX RIM 10+90.89 Y PLAN OF 12" THICK TOP SLAB
M!. E". 749.55
( 740.74 7_3 2 9
INV. OUT (89-) 740.54 +5 b1' DOM (I1P.)

FT?
T
60' RCP
Y E-D' -
_EIo`-O'-
'-51
fY
Td
PREPARED BY.
p?, USINFRASTRUC=
OF CAROLINA, INC.
1043 E. MOREHEAD STREET, SUITE 203
CHARLOTTE, NORTH CAROLINA 28204
GENERAL NOTE&
1. MORTAR JDNB 1/2' 2 1/9. 11".
2 CLASS 'B' CONCRETE TO BE USED THROUGHOUT.
3. THE POURING OF FLOOR SUB TO K ACCOMPLISHED BY FORMING.
NC. TOP SLAB
E DETAIL THIS SHEET 4. DEDUCT FOR PIPE(S) FROM TOTAL CU. YRS. OF BRICK MASONRY.
5. ALL CATCH BASINS OVER 3'-0' N DEPTH TO BE PROVIDED WITH STEPS 1'-2-
ON CENTER. STEPS SHALL BE N ACCORDANCE WITH SD. NO. 540.58.
5. USE TYPE'S'. Y AND 'a" GRAM UNLESS OTHERWISE INDICATED.
7. JUMBO BRICK WILL BE PERMITTED. CONCRETE BRICK OR 4' SOLI) CONCRETE
BLOCKS MAY BE USED N UED OF CLAY BRICK
B. P REINFORCED CONCRETE PIPE a SET N BASE SUB OF BOX, ADD R1 BASE
AS SHOWN ON ST. NO. 1140.01).
9. ALL CONCRETE SOUL. BE 36B Pa.
BILL OF MATERIALS
SA1C7'ION P_R DESCRIPTION ANj
Ncour
STRUCTURE DET AIL #7
NOT TO SCALE
1-+8 BOOS
AT ID'O.O-\
S BAR
III
4'i• LEWIN
3'I
1 i COVER
m ' ?g PROP. DI
??------?? SG 11.5073
RN ELEV. 749.22
INV. IN (EX 24') 74292
IW.. N (E)L 24) 74392
INV. OUT (60-) 741.03
2'-0'
D.C.
_'
SECTION A-A
7i' 8' :?? B'-8'
T
'#5 94M AT IV D.C.
PLAN OF 8- TNICX TOP SLAB GENERAL NOTES
,, MORTAR "NIS 1/2. 2 1/8' THICK.
2 CUSS 18' CONCRETE TO BE USED THROUGHOUT.
3. THE POURING OF FLOOR SLAB TO BE ACCOMPLISHED BY FORMING.
3'-0' 4. DEDUCT FOR PIPE(S) FROM TOTAL CU. YDS. OF BRICK MASONRY.
S. ALL DROP INLETS OVER 3'-8' N DEPTH TD BE PROVIDED WITH STEPS 1'-2'
ON CENTER STEPS SHALL BE IN ACCORDANCE NN STD. NO. 840.66.
0. JUMBO BRWK WILL BE PERMITTED. CONCRETE BRICK OR 4' SOLID CONCRETE
SOCKS MAY BE USED IN UBI OF CLAY BRICK.
7. IF REINFORCED CONCRETE PIPE B SET N BASE SLAB OF BON, ADD TO BARE
AS SHOWN ON ST. NO. 840.00.
8. ALL CONCRETE SHALL BE 3600 PSI.
0' RCP EX. 24' RCP
tZA=1QX_&:fi BILL OF MATERIALS
r ID, Mo. IDEA.
UTILITY PIPE
(PIPE MATERIAL AS CASING SIZE
OV'
SB1INON DRAWINGS ON pSgWlNpjNN
k ON

/16' % 4'-0' BUCK NEOPRENE

TABLE BELOW FET RUBBER. CREASE 8
O PIPE
A
3-2 K2CFD0.40A
PRES4NE TREATED SATLFSS STEEL BANDS,
PINE RUNNERS 3 REQUI PER PIPE
RED

CEPT CONTINUOUS
LENGTH
CASINO AS Y
ii
SECTION A-A BD)E
APPROVED PALL OR STEEL PLATE SPIDERS

N LIEU OF WOOD RUNNERS.
MAY BE USED I
STEEL BANDS
(2 EA ON FA ERN)
DIP OR 165 ENCASEMENT PIPE PPE MATERIAL AS CAS7NC END SEAL
MNY PIPE A1H
I SHOWN ON OMAWNGS (TIPICAL EACA ENO)
--=
_r- DP OR 16S ENCASEMENT PIPE

T
P UTILITY 1 04CASEMENT1
.
. AV
RIf,
U)
(
PIPE (IN)
4 8
B' 10
B' 12
10' I

R
RA/
D
!L 12 1B'
R .
ENE ER
NT AND A
8T
NOT TD SCALE

FINAL DRAWING
Not Released For Constmetlon CHARLESTONIMONROE
DRAINAGE IMPROVEMENTS

CHARMTE•. DETAILS
ENGINEERING B PROPERTY
N
GEMENT
MA
A
N/A NM u u9 9 Ol
91RYE -BY YRCYANDBY I
QiEE%DBY
I
MPRDYfOBY
00.1E

I
S
91EC19 O or

no
DAtE
Br
akrBHDx 671-0o-02
_.. N/A
- 1
YDO32HCNVw
S0.EH
.
uDnuvnrx ZI? ZD
8a RCP
PROP. JB
STA. 18+24,21
PoY EIfl. 751.8]
NV. N 74030
INV. N 7_35
0117 (OB'J 7_.00
m I W.
t
m
38' DP, 38'
CL 52 a
L
O PROP
CS
.
GRATE ELEV. 5932t
IM'. IN 555.18
INV. OUT 88875
GRATE TYPE E
48' RCP

BILL OF MATERIALS
SLAB
EMT* go
DETAILS
STRUCTURE
NOT TO SCALE
21-15 BARS
AT A' O.C.
10'-8• FRAME OPENING WITH 05
3'-9' BASS, 2• CLEAR

A e.
2-4' 3-Y
18-45 8AA3 % 8'_3•
AT 6' O.C.
f- I
SURVEY PONT
4
1 Y MATE 5'-0'
Y3 S0. 14+9885 COVER (1YP.)
PROADE STEPS PER
NCODT SAO. 810.88
2'-i p e-r
III 8'
9'-Y
10-8'
SECTION A-A
AAIK

STRUCTURE DETAIL 1100 I
NOT TO SCALE Bvts
AT 8 O.C.
`
`p 'z ?A 2* IN. 5'-7* 1
L ACNEP COD. (hP.) I AT O.C.
CUSS N _1_L
m I
PLAN OF R" THICK TOP SLAB
SUM1:Y PONT _ o9 PROP. CA
Y3 S0. 15+7800 CRATE ELEV. 594.73
N 524640.5918 MI. IN 599.05
E 1.775.2825 W. OUT 599.79
CRATE TYPE F
4' SEWER LATERAL WITH 8' CARRIER
PIPE. SEE DETAIL SHEET 2H
W-Y
.66
PROVIDE STEPS PER
O 5
48' RCP. ]8' x or 4.79
JB' % 80' CLASS IV
ACHEP RCHEP
?s
NCOOT ?. 3'-1 }' 3'-T }'
840.00 (GYP.
4'-Y 5'-Y
IIALS
SdCffOX B-R
SECTION A- A
mlwA No1n:
m
_ ,C -ao sFLMNa m x uuD u exlNm
PuIN w As Dearth m nW Ouxsm,
oNlDS ro s u WrrwN c PM
Y9
e
PIPE I.D. .
-
x
awtu,
oA a ND IN
-.1
X -cas'e' caxwel[ ro IN uuD W crawls.
iLVNO Da Rcrg1O wF?K41
I
w
I
r N
REFS 1mX sxn Awn Nw m TO Im'
Fro - AM nolraNancx
-F1
Au
toxeu
xns7=A-
aJM1ET InG110M - OATH

x
?
A67T5
s1
? PPE 1
BOF BN6
BIR MID//pppp SIFFL
FA9NC Id190Af81011
sNti?1Bx x-x
PREPARED BY.,
G USINFRASTRUCTURE
OF CAROLINA, INC.
1043 E. MOREHEAD STREET, SUITE 203
CHARLOTTE, NORTH CAROLINA 28204
OBIF TKN
NOBS
?7
DIMENSIONS AND CONCRETE GUAN IITIES FOR END SECTIONS AND ENDWALLS
pPE END SE CTIONS STRAIGHT ENDWALLS (COMMON DIM) SKEW ED ENDW ALLS
In 'A' B 'C E E 'r 'r N X 'l' ro' Y L' ro'
13' P r-0' -r i'-C D'-P 4'-f al 1'-0' W-e 9D.
15
Ir a' Y-Y
Y-Y Y-ID'
- Y-8•
Y-D• r-P
r-Y 2? 1 f-6'
1'-v 9' o'4+'
r-It' 4'-Hf
S'- 0.1
2 1'-r
1'-Y a'-0r
Y-Y 0.1
0.3
24' ID' 7-r V
2
Y-8' 4'
-5 a'-Y 0'-11' -II' Y-4r 4• a a2 1'-3• I'- O.J
-0• 4'-8 Y-8' S-0' W V-1' W-i4+ 0.3 1'-9' Id-r 1a
0D. 2-tl II'-4• ae
r-R'

r-r Y-11'

Y-Y

I'-r

Is'-r

I..

Y-tl
'-4'
12
-r
0.9
I.1
FLARED ENO 'A CTI OM - REINF ORCEMENT
1'4+9 DLL Ott. t wY C( ACM fins Ts FIHDC
"-I 3 A,h4-
1
9K 10
SD Ir -.21.4+.7
1
' 9
21
M
7
fp ..
'? -
9 10
AD -,
N
.
8
Ie'--Q1.
24'2x8-e29 e.P.9
]w No-WA
..

M'r. 2 -0

e6a _ 10.2
lax
" e.D Wsa--5x4+29
4r 2k-.4.a. x29
N/A
E
I "
nouuex clulrnlRF fdEf1 '
I. MOTTPA JOINTS 1/2' 3 i/8' THICK
2 CUSS 'S' CONCRETE TO BE USED THROUGHOUT.
3. THE POURING OF FLOOR SLAB TO BE ACCOMPLISHED BY FORMING.
4. DEDUCT FOR PIPE(S) FROM TOTAL CU. YDS. OF BRICK M SONRY.
5. ALL CATCH SATINS OVER T-8' IN DEPTH TO BE PROVIDED WITH STEM 1'-2-
ON CENTER. STEPS SHALL BE IN ACCORDANCE WITH SID. NO. 840.56.
S. USE TYPE 'E•, 'r AND •G' GRATES UNLESS OTHERWISE INDICATED.
7. JUMBO BRIO( WILL BE PERMITTED. CONCRETE BRICK OR 4' SDUD CMICRETE
BLOCKS MAY BE USED IN UEV OF CLAY BRICK
e P RIWOTMED CONCRETE PIPE IS SET IN BASE SLAB OF BOX, ADD TO BASE
AS SHOWN ON ST. NO. 540.00.
STRUCTURE DETAIL #9
NOT TO SCALE
Y w•
y(S
? 38• X 50'
?
yP
ROIFP
u x.
IY RCP xT. Y? ..

O PROP. Co 38' DIP 38' DP
CL 250 CL 250
GRATE ELEV. 683.43
INV. IN 866.95 16-)
INV. IN 69835 38' X SO-)
INV. DUT 968.36
GRATE TYPE E
-12.00
I
I
II
?? PAOrX1E STEPS PER
V
I
--
NCDOT 510. 840.1{9
38' X BO' L_. 15' RCP
T
RCNGP -
NCOOT SID. 2'-7 }' 4'-Y
940.00 (TLP. a.

SECTION A-A
BILL OF MATERIALS
DE9CRIPTION
FRAME & GRATE. ow.95
3.78
SECTION R-R
36' DIP.
CI. 250

FINAL DRAWING
Not Released For Conatruegon , CHARLESTON/MONROE
DRAINAGE IMPROVEMENTS .

CHARLOTTE. DETAILS
ENGINEERING & PROPERTY
T
MANAGEMEN
N/A M4 usl us 6/03
6URYEYED9Y P6@AFFD9Y Hm.0Y APfltOrFD9Y DAIS
x
LOWG
l
xo. w'm er Rermlm 171 -M2 I/A a
2-
wro2vagPUT+nu:anmis 2I ZO
>r

BBB

kG09RN0IL CHAN BOTTOM

---
;o
ON > O.w%

878
.?
.-
__--
--- --
--
---
_ -
-

..._.. PRW. CHANNEL
872

a
.-.--
13450 1N00
;'? IX PEDESTAL TO BE RELOCATED BY BELL SOUTH
ry NOW OR FOR LY / PEDESTAL 70 BE RELOCATED BY DUKE Po I ,s NOW FORMERLY \ f
NOTE O OR
ALD MORRIS
\ I(E11N D. 5 2 IX u ,s' osx AND CONLLD W. MORRIS JR. \ NISE 163 072-0 2 0 I / r IX PEDESTAL 10 BE RELOCATED BY ISLE WAIVER CABLE e• xa EXISTING UTILITIES TO BE \
8910-593 L' ' ,e' ttuu NOW OR FORMERLY I I RELOCATED BY OTHERS 163-072-18
CON ANII
7-873 ' - o GERALD K. BUSS 14-4-445 \
?'\ \
\ DETAIL SHEET 2 AND JEAN WINTER BLISS
\ \\?i' I SIP k
\
\ \ ?L EK RIPRAP BANN 183-072-1 PROP. 1-r INNEPOUCT l / a ,s• sau r/?/? i
PROP.
(BY D 3'37 45 I Lo S)
TO REMAIN III e I T 1 AND U A j •o \1 auo o I iN a swu - ss-_-n \\ \
f p 5L^ \$, 1 PROP. ApnAg O (Troy) PROP. CROSS v 5S ?-"-?_ E ae[ +\
Ali Op %J II I l ?Y? Ie e e 1 \ tt e st x•ausv
PN
\\ CROSS E1 \? s $-._ E =ss e \e "- a oeAar-- e e _ e
/? o u o • yx \. 10•
?? k ?? cT?# s E E rv\ rv_ rv REMOVE EX (Tw.) o c
- E --- E -- E Fe L
0 _ J k. I : 1l T ? „ ?
5 \) ?? ' ` •?l . "?? T kuM• t ?KT•?.' k? T Ill
111 / ? ' ? ? .. •• -_ ???. rv?--N 'R -
F Si?14+25e `' E E `\E-E---E- E---E E
E 523514..@441 IX FOP RAP LINED 8 K-fO'
21
IX 70 REII 'C`V , - q PRW. 1Y LOR) , 1 t jx z R PROP. CROS V By BP M1AP co
. ?1 fmtR Rou (TYP. ,?, ' 0 5? W
I /f : ?M19' IS' I O J
JJJ1?? o
01'05
12 ? pro _ F
\ ? _ ' / • j?COMPAM TRACTOR TO OF UATE IM
UTILITIES A718A CLflRN6 T - p\
% X R_; P???i -? e ,? \ 1) I?I O a` \ Dui \ \ \ IENOW rOR FORMERLY
,Y Swulu?v SFY£R ?' -Gs.'.'.' 1 I I \ \ I ^ I - o I I UwEH M. NENO
Zy, -R 55 R SS L 'j
63--05
\ I up+4 wrix? / / NOW OR FORMERLY E p?? 1139487-480
(1,'(?'/I WILL
YEN D. HAYNES
I / \°"/?/g \ - 4 I AND PATAICA D. HAYNES I 5911 W DR
NAIL IN PP I I NOW OR FORMERLY 183-072-04
1 / EIEY-/85,21 GEORGE E. KAR-- 1011135 /
0.ND OWFNDA W. BAAHAZES I I
163-072-03
I I I'
155-200
\ \?\a \ \ sa\q? - _ - 9 _ _ ?IX R/W
@ CHARLE
v A? v v \? b DRAINAGE
DONCASTER DRIVE i OT
PREPARED BY: (50 RAW)R W 1 ?` L
\\?\ ENGINEERING B PROPERTY STA. I;
USINFRASTRUCTIIRE :'M < MANAGEMENT
G OF CAROLINA, INC.
1043 E. MOREHEAD STREET, SUITE 203 FINAL DRAWING EASE CUAST U9 UB
SURYET!?BY PAWAAfDOY fNE(M[DBY
CHARLOTTE, NORTH CAROLINA 28204 Not Released For ConstntoWn
z0 x
Bn-OD-012 1'=a v \0002'1a\PLUSxD
tq. DAIC BY RBRILAY J00ND KALE CM".p

LU
W
W
2
W
UJI
0
d
I-
m
131
z
J
2
U
Q
E
10
1
R
696
992
we
684
580
676

19+00 19+50
NOW OR 10 MERLY
THOMAS C. NELSON
S AVD EU7ABE7H M. NELSON
163-072-05
3948-490 PROP,
15-3 REPL
e
a
\ SEWS

CD

--B
L PROF
C,
+ O

$
-pi
P

i __
?

- •b two h
1
' f mh ? aq
b
'ao PROP. DOUBLE 1 W PRECAST BOX 99R +
3 THE PROP. CHAR!
- EL NVERT. •i?
>L
ffiS W '' a 1•

..... 1

EM5RNC
50TfON
__ .,,:: ,....q
-
, - -COSTING CHM& Et
_ -
INV. EIEV.• .9t
? r
SE*
LATn
\
vclM 7s I tF DWKF-.
-

17

Rep 0 PROP. C DIP WATER NNE

in' REP _F OF
,7-
PROP. CHANNEL
INVERT WON
PRaP CHANNEL BOrR
___9iAKNCL_%W
RATE MATERIAL

. 57111X0 BAB FROM CHANNEL EXCAVATION.

14
Iurw 1 arou
?.ll
1?F

? A
EALY
/?
C. NFLSW AND ?• 12'
7PBEM u. NELSSDN CqA ,(
1s'
j
I
6
N
C
A
U
LO
A
Ho tfi3-072-DS WU. ?•) CC?III qq • OET
BU J?
3948-
µ
'
p? \ 4r Y IX I
_ ? ,Y ww£w ,? I
PROP. CROSS VANE
r ND2
i I E)m NG UMURES TO
e
RFIACAIFO BY 07XR8 HEII Y
ABDN N
es !
_
Oxuea6eoax
I 7 A O+W NS L2 L1A
Now GA rorsrar 2y7@@'7
9WN NELLAM E 147W68?7
??
??? _ ? ?Gt
?
rt
x vABG
5
1
DON \ N U9E1
YAM
PLICEMEN
J 9
7
xuao-sro. UTILITIES
CLEARING
\
I
896
592
598
584
580
576
21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50
SEE SHFET 5 FOR PROP,
NPAO%VAENT5 70
ERRSHIRE ROAD V9
MATCH
SEE $E STA. 10+$0 \ \ ?`? \ \ \/ / ?QQ \ \ \ )
N OR JJt JOHNBf /3 \ / ?v /^ \ \ \'
q ? EA PEOE5701 TO?F!? o72-0e 1?R? / (eY D7N \ / ??y QJ/o cy ? ? ? l ?
iaE ?
w mer.L (BY PAP
l 4?a0 re \
F IX. U7RBE5 TO ? 4?` AO.?W ST ? {
lE PROP. NA L4+75 1 q7. N / .?
. -/ A6' TM TO / ?
6 ? OVE ST PROP. EP OF DOUBLE S
`? ` vxc w 10'X8' .G BOX WLVERT
ea . 601F ANDRM CIBD L If 0. B S? >E µ
\ 10' FROM B/C
PROP ? T ER SSMx 7 +" I ? `
v ? ? s µAP,E ? N AENAIN /
EN S21 + 158 NE i ? ? ?
?,\ l4we? 4 F - /?. 14701 /0 ?fc 9
p r'
' PROP. C I NOW OR FORMERLY
?+-..? .'?+1w ?--PUEr PROlEC9 t
N CATHY FOCNECHIRIIE
163-071-63
/ 13-297
\..s?\ '1• " /' ?? RfP}AOE 20 lF P. 4' SIN.
W/ 4' NP, CLA55 390
#?N11 PROP. J-1W
I 7,
OR \
tS F , ,r u.wf !-- H - p - = a4 mns - c
O N°P 7 ?. _ ?_ ? q¢
N a ??n E <4 _?_ c_
EL 7OP TO RFI&
- ERINSHIRE STILLING BASIN DETAIL
PLAN VIEW as SEC770N C•C (PROPQE) SECTION WBICY
?xv (APRON)
f?l aeo
5att
CLASS 1 ra+Dw SECTION A-A(PDOL)
s a wPR. °AwA+ dE
BW M
? ? af?iF f
a. ss mPRAP -
,m
v,G I.m
PREPARED BY:
Bst USINFRASTRUCTURE
OF CAROLINA, INC.
1043 E. MOREHEAD STREET SUITE 203
CHARLOTTE, NORW CAROLINA 28204
1 PROP
\ ?" _ 4 \\ 1 / -- e - e r OEVbBI. \ OP SS E \ m
e A
P 10E (7YP. a
PNW M / 0
PROP. 00 01. OF N
51D 50. eanrr. na A'\ /?
IO. . SET y? °$ u. tv 0Ar \ .JA
1B? RCP 01.7S1f fHY \ I?' Pk) 7E 701F OF
A -
v eir°°ES "`{ BE WO •t I'/I+ ?? N
R AO BY
77 15- FLCP & REPLACE W/
? 1nw-Imes PROP 15'AIP-
?xG DBE t ?
vk_
FINAL DRAWING
Not Released For Construction
Eum FRLY
EL.L III
\ \ e WELL

[(? J] CHARLESTON/MONROE

DRAINAGE IMPROVEMENTS

(QARL(WM. LINE LIA
ENGINEERING & PROPERTY STA. 19+00 TO 24+25
MANAGEMENT
EASE COAST U8 U§ 09
AWYGYfDBY pPEYAAOD BY CI9IXfD0Y IYPROYfDOY WiG
1
'-
y x 4
.

NO
DALE
BY
PLYIBWN 6-012
FBBPo. 1
+
S^J.IE .G
\000x1101\PLw
AIEEi\9EE10
D
CADFILE]A1N 4 uFe
20
A
If
694
WO
868
892
676
i
12460

- PROP. GROUND E PROFU

_0.73 2% ••?/

-
: RC

L
r
SHEEI
DRAIN IMPRM STORM
REMOVE EX. 15'
sm
3 TO 5 RGP
-
2
. # #
S
SM
PRI CULVER

a
a m
$ lot
1dFW lanes 1rw ,rai ,u.w ?,,.,,.
1 u
C3
gp ?- m NOW OR RMERLY
"I SAMUCE16 EL BLACKMPoOORE JR.
010 I } f
a IN I C. BL4CKMOORE
I u i63-On0
02
,
??f IIB 1 401151-8-76 I I / •? M
C3 IM.. _T
J IM„
?? I V l J\'?? I f TO L1A u O/ x ? y/ Iw I
I I /
W OLIN LP
I
L?,/ 69A75
,7P.RESU
_ II
- - S' ERINSHIRE RO'
(50' PUBLIC R`w)
P, . IN2127
15 ESL RTW
NOW OR FORME Y I d TO K Y OTI 7FI
f WILLIAM MELZER DOES , 02 f I \ (M Of11015
163-072-1 if 1
6374-618
4M I I Ra4U cl
1301 ERINSHIRE RD
NOW OR FORMERLY m 101779 E-1470109
f CHESTER Y. e
? I I 163-072 09
I f
I f ? ? N-?JL,?O.L 10^ O?prU
I ?? I f 1225 ERINSHIRE RD f I I
NOW OR FORM V? • 40`.
\\ f i f REAR
PREPARED BY.,
USINFMTRUCTURE
OF CAROLINA, INC.
1043 E. MOREHEAD STREET, SUITE 203
CHARLOTTE, NORTH CAROLINA 28204
\ 4

i
AL
?? ?I II
\ ?I II
\•I ? I II
m ?
I ?
PROP. DOUBLE I .\
10'X0' PRECAST
BOX CULVERT
o UTILI Phu

691
690
668
682
678
NOW OR FORMERLY
JACK WILSON CAMPBELL
AND 6EVA C. 3-071-65 CAMPBELL
3z5-3 II
- y ----g-
12
DUNE Y-9\ \--
7RUim'MNG NL RIP\
.y4
?- \ FIL R/w \
opCLASS I ?II
o \ REy9tG`( 059PIA RIPRAPI
N SEE ??al SNEET 4
NI I
(r -
dlU-
FINAL DRAWING
Not Released For Const6ucUon
60607 007.67 647.87 667.17 097.60
09007 097.47 097.67 997.17 667.60
899
k
l? I
I I - _
I ?
II
I ,
I I i
l Q I
I 0 ,I--
I l?
II II ? ??

CHARLESTON/MONROE
DRAINAGE IMPROVEMENTS

CRUD (MITE. LINE Y9
ENGINEERING 6 PROPERrv STA. 13+95 TO 16+50
MANAGEMENT
EAST COAST UA Uz U9 3
EwvnfDBY PBFPABEDBY CMEUfDBY AVPBDUBDBY GATE
1
C V P

ND
DATE
OY
BBV15ipN 8n-00012
-- 1
-E \000211CM\
LgOIEET\511E .DM
GDft1EPA'M 5 20
R
i
lb
as
694
890
666
862
618
N
12+50

2

1w psi
PROP. GROUND ( PROFILE
wwc? ? wa uzz

/•R

4 F,
DRAIN R MOP, STORM
'N"'
..... _.....? : REMOVE Ex. 15 RCP

F. DOUBLE
CASE WA CULNA

4

1. 1 4

21
Q

a
N
13+00 13450 14+00 1%59 164OU
NOW OR FORMERLY 1
I ?I m I SAMUEL BIACNMOORE OR YI a
N tt I AND CELA C. BIACRMOOAE 1
I y I? 163-071-62 \ 1 I
AI o Ip 4066 \\ i I D 9
I ? v .?-m tl 11
/f yy o
QD
9N
?' I9 I I T04 LIA o O/ N 1
4
AR a& I I i
0 I 69,,75 I 0 I I 14
/ ? I p ,
K7""- I ? I EK RM ??. R61IAFlf2
?® _ 11 --I- ---- ?-
° ERINSHIRE ROA
_ _ _ _ --tt E6R4E- ?
' YY
7 ,.
x(50' PUBLIC R/_W)
-- _ _ -- - _ ti W 18+21.27 ;E
RTW
NOW OR FORME Y I E1., Y TO BE REUDrATED
WILUAM MELZER DGES
163-072-I CURVE /2 I I I 1
?
6374-616 II ??4 I 1 AGAR ?
1301 FAIN9NIRE R0 II 14 m71.44' I N-611876.280
NOW OR ESTER M. R N ER 1012'79' I I I g I E-10EV N TA IN 1
CH
163-072-09
\\ i I 5931-696 I I I I-_ 5 F/X'I?.OR\ w TED 2
1225 ERINSHIRE RD
??\ I I I I Nf/N
R'AN 4
\\\?\ 3
121
PREPARED BY:
use USINFRASTRUCTURE
OF CAROLINA, INC.
1043 E. MOREHEAD STREET, SUITE 203
CHARLOTTE, NORTH CAROLINA 28204
--- -- --- --- 689.07 987.67 687.87 887.47 687.69 --- --
--- -- --- --- 681107 667.67 687.67 991.47 667.69 --- --
698
16+50
1 I?
Ii
III
?. ?I II
III
DOUBLE
CULVERT I I \
UTI T
I
/
16+00
694
NO
666
662
576
,? ?'I ICI
? II
?i
?I
NOW OR FORMERLY ,
A1'14iD EVA C. CAMPBELL
l 3289-367
153 I I/ // / I ql
,? paw ' I I ?
LINE Y?
?jPAa IN LP le
INTO wtrl
INTO o Ww. ? -
\ OL RIW \
CLAMS UP.
.ARE PR07CLON
g V PROV09NIS
{1yA , I? LINE L1A
SNEE74 II ^

FINAL DRAWING
Not Released For Construction

I? I
11 ? I
IR I
III , ? `
II I ? ,
I ?
I ?
I I
I
I I
f
II I
I I
I
II
I II
CHARLESTONIMONROE
DRAINAGE IMPROVEMENTS

CHARM E LINE Y9
ENGINEERING & PROPERTY STA. 13+75 TO 164-50
MANAGEMENT
EA51 COAST U9 05 603
91EYEYEDBY 2EfVAAED6Y UN
CNECAFOBY A2HAN6DBY DATE
:4'r
' ' a
w
IN DAZE 6Y NVIBIIXI 647-00-012
JOBNQ 1
A IAH56E1\SH¢75DWG
\ODD211CNN
GDFlIET- 5 6
10

BAT"
702
698
694
IX QOHM BOTTOM
680
1.nx
682
616
V: PRO (L CHANNEL BOr OM
674
68K
0
10+50
PREPARED BY:
USINnWTRUCTM
OF CAROLINA, INC.
1043 E. MOREHEAD STREET, SUITE 203
CHARLOTTE, NORTH CAROLINA 26204
2
11+00
t
Q
NOW OR FORMERLY
GWYN KELAM
163-072-08
9589-460
11+5 12+00 12+5 13+00
A
1215 ERWSHIRE RD/ I I I \
1 I? I I ?
702
698
r
F
W
894 =
N
W
W
N
690
O
O
a
ee6 a
N
Lij
Z
662 J
S
U
Q
876
674
670
1345 14+00
i
13
NOW OHFORMERLY
EN F. NCKIE C. HUNTLEY
163-072-12
3287-496
WORCASTER PL
- 1'0.;
0
_
0
O
e - e
+

=7 a
F
_ W
LLI
N
S
WN
Z

? W
JW
rca S N

e 0 e
PO
?J
,r au Av
0
SET 110
LN WIRE FENCE
",
Or-CATV AND TEL ff
/I
TAI.S (BY 0 _
.9F.A7E TRNISFORNEEEEEE???TTT??T

(Y 01
B
_ _ _
-'

-
18
FINAL DRAWING
Not Released For Conskoctlon
JMES T. LITTON AND
°E i'2 1E °N
9132-163
1315 ERINSHIRE RD

lam
CAARLESTONIMONROE
DRAINAGE IMPROVEMENTS

CHARLOTTE. LINE L2
ENGINEERING B PROPERTY
GE
E STA. 10+00 TO STA.14+00
MANA
M
NT
FAST -T 0W U U. 6 03
"mm BY vnRV.xmeT y
, .,evamrtoer DAtY
'
:
?

uumm 6n-Go-mz
,ae ?. ,
+
core ?oo92naNRw,s,FEnR,FE,6.oWC
uon?B VAix 6
- 20
_
l
702
699
ID
W 594
W
V)
W
W 690
O
0
a
a
W p
Z eel
J
2
U
F
m e78
PROP. 8• MP
I , f
w,"Rb
0 e'A`S
G.,
EYa OF
FHUF. aR ? rr w R?:' ? IsoA
- em
-{678
--4674
A
PREPARED BY:
OF CAROLINA, INC.
1043 E. MOREHEAD STREET SUITE 203
CHARLOTTE, NORTH CAROLINA 28204
AOT E:
' / / ?x \ \
\yk\ \ CONTRACTOR SHALL LOCATE THE EMS MG--
\P \ (l, / SANITARY SEVER LATERAL AT 140 \\
MORGISIFA PUCE BEFORE LAYING THE 48' /
ry q/y / RCP FROM STA. 15+20 1018+27. PROPOSED
SP
, / ?(\\
WX BE PLACED VAEK THE 4'
7BM µ O,[rE(V LATERAL CROSSES THE PROPOSE 18' ACP \\
^,\\\\\ \ ?.. / !8P SMALL
DE PROP. 2'-0' MUEY CUTLER RK SEMER LATERAL SHALL ff ENCASED M
17 i
NAIL ?S?n n /- ro IX Y-0• VALLEY OJiTEtI / AN H55 %PE MHERE R GROSSES f8 ECC iP 12590
.\ 8 PER DETAIL ON SHEEP 2H. iP 0 SPUR
20.03 A 524M59
8, 50.04' LT 17 ECe 7P / 9 0 / ??? " E 1489818.25
\ rao \`,D '?? xm° \ \ STA. 15+18.9
GM.-011 5.It NOW OR FORMERLY 1P D SLR / \ ^ /// / EItY.N8.13
G \\ \ \ NV. •?I -- / S Pk AND N 524800.09 J
E / 9854.47 z
\ e /Mx as GRATE TYPE-GC 11 IND 815- S. JNN V
BB588 reac
\ 161-071-50
4q\ l?C \ \ Fdt \ - PROP. 50 IF OF t5•' •1rnT o019 6080-270 II ?\
// \ \ \ I707 \ stmre F, k 17 78au
?Y Q' 14 R
43 VVMCA51ER
13 J z:,, \ N 524 7 eo /° °" / Ax E 52 2M \
R WA f
\ c \ E]Mn594 8' x•u
fl FptNg?lY?
NIINRtY JR. ?\ 4/1 ?• C u'
D I Eo 2Ni4e %? \\ ]????_/ \ \a• ?? Pg9P g-0 YuuYA; ( _ _. ( / ?• \
RIV IhYtS \ \ / I \ W e' DP. CLAD 150 - /
xC A a V © ° ?) Q?Er.a
?? Alff -WALL \ y \ \ - \ MIOCAIE OAS LANE (BY )p \?.'/ v 12(x )--PROP. PASS I AP R APRON
_ 7?\ ?b. Sx uE
IX' REMOVE 100 IF ! OF EK`42' 0 15L 8'3W (TSB RI TOB). ie' 111C!(
El?S A1P/C(W1.7 V A?4y. AEI CMP AND 2 C8'. WAR OB
N 52470.148 9 o IAN unaaw. / \ MT?A?pEO?,E LOCA
REP 10
E N
6 / \ \ 6
UTERN. WPM 4• .1? Ahl?
IBM 79 / .\/? x' ANA
\ THROUGH \ ? '? eyV'y ?vA?'
c /.
r
AIL
Ny
?N
V
r6
IF
(NPR CLAS$52\
y 9 \1 °
\ ."' \ ?, ? AND
12
"6 ,t oa ? , ? \ VA 1 `,? v^t?`? V ?; 1r ? VA s?
°N 3 xA- 6
6 " °ea "` y \\\ ?? y ,r ax E NiPp?
.101E OP \'C ? 1 ,g/yN 1a N
x o 'CHAR! UN8 FfllEf 41'? 1 N 489#74
y? . tlA55 1 RIP RIP CEUHAPPROX A ORI• y ? 4 o^ EFIM??BO.e-6
o a
2T. 2C!% 1r IN AND 16 tF?OF 7Y BEN JQTeI R- - ca.
H AIL Mq TE P. \ ,N a
F c 0 / e7N 1.5.1 SIDE TSLOPES PIPE SEE
2H. DE%ECr WFR.PAOP. ERS) \ 2'-0' VALLEY OUTER
P,,P%PERMAHENT YATRNG RD" 12 w 16' RGP \ \\ ?7O IX 2'-0• VALLEY ANTLER
.i1 RIPMB,w SEEDING (M•)' 15 Ir I I 4 c?i LF2 ^ /
NOW OR FORMERLY 71
JAMES T. LITTON AND ,
REMOVE IX HEDGES OFBOR4 C. UrTON N .
/ / 1 ???lll// Q £t \\ 9LB.3,4
63072-11 RIM
91-32-783
IN BB20E\ \
+/ ?. ,\? \\ four
1315 ERINSHIRE RD //??`? ay 1? \ 1 C^ \?
ER PL

FINAL DRAWNG
Not Released For Co CAARLESTONIMONROE
DRAINAGE IMPROVEMENTS

CHARTAIu, LINELz
ENGINEERING& PROPERTY
ENT STA. 14+00 TO STA. 17+79.43
MANAGEM
EAfir co sr us us u9 a
e
SURYEtt?9Y MITAPE06Y 0IEMOBY APPhOVEDBY x
A7E
1
'214 V

xo
DnIE
ev
nevlam 671-D m
nexa 1
xA? YOODaIa\PUNSHEEIYLBET7.DRG
cADRIe PA>N 7 20
_
4
15000 10+50 11+00 11+50 12+00 12+50 13400 13+50
\ \ 1 1 (? "? NOW 01 ERLY I ^Ik \ _ \ ( `.
\ V
NOW OR RLY NO pLy- BIANCH16L'12 3?GINS
1 I O Q
\ \CNE681L H ICA 012-0ELE-- X55-&70 r ?? - I
\ 1455-327 ` 20-563 11 /S72 YARDLEY PLACE I I 1
\ \ 4820 YARDLEY PLACE \ 4616 LEY PLACE 'q u/ewursA?of RFSU I M? I 4^^.w AREA) "- 2 6 //111,
n 1 W BEND FOR-W %s' I 48.7 R arb
\ WW?? r BOX CIU1'ERF ' a tl
? ? ??. ?,,-_ _-'w? ec s•w4 ww 7??x?_x ? ? ?!fU? .?
R?q \
i
s?. Lx ? r NEltar I I"
6HFE19 1S 1,4 1 cq r ?'Y` _ , / ?? '?
? FOR ? 2 u ? ; "III III` s. µ.A?w '?
YA&D ?l? A
i 17 E, G CEY l p
uEGN Euac coum 77 15
16x1-58
1 I L _ T4
121917862
5715 MONROEIEQW
? hB1IElON 121 S i OF Ei. ?? e
OF EX PIPE 1 I 7 1 f
eL-REYWE 110 IF t OF v Rk700NB GS UK ? ?' 'E
42Z x 28 CNP W (BY oMIXS) I FTISRI P"?^ 7
REMM GNAlf.570N DR, Yi i
.. ?' , .l a EX CO. B IF OFD qg I, - _ ` 2z -
IX. ENDWPll. -A e5 CHAIN LINK
o F150 E 21 °m? 1'10 EX RAW I AO 1
t \ FI BORROW i - ,
CL TO 9SX STAN NOW OR - Y d ?r I (! / V v M?\r 1
e OIX COY OF CHARLO FE
ALL I -? 6 SEE DEM1L SHEET 2. 163-013-29
PROP - 2192-353 I R+It0D0' k H .? \A 4 00
'DE?TNy\7N6 SHEET DLEY PLACE I L•51.27 7HE-OW6' WCMN ),P Rq TO
/ \ 1 04PL228'40'S4'
PONDM
D?MTRURBEO is NOT THE DROP ?tE18,? 2?
PREPARED BY:
USINFRASTRUCTM
OF CAROLINA, INC.
1043 E. MOREHEAD STREET SUITE 203
CHARLOTTE, NORTH CAROLINA 28204
I
742
736
734
730
726
722
718
714
GRADE TO
-EL fW)ND LE PROF LE
7 7 7
A°-SANiiP Y_SEM£R ___ ----
6r GP, CLASS
FINAL DRAWING
Not Released For Constructlon
16
CD
w
W
2
N
W
W
N
O
N
+
N
H
W
Z
J
2
U
I-
Q
14+50 15+00 15450
_ L
) AmMUr Mnk ? '? r
CROP. 2'-0• VAM GUM (1YP.)
TRM # 7A
NAIL IN PIP
\\ ?\
ELEV. =735.
\ \ w
16 1J-20
-235
R 4837 RRLMON DR
ROP. 24 ROP TO REMAIN
48
O
N
e?e \ 2

L'i
L'i
W
L-u
2 E p _
e
NOW
FORMERLY F c
S
`
AH
DEBORAH E. BRAN
NAM
163
-Ot3-22 ? EO
f S
IED
70 RDIUN a
F a
.?
1-
92 e
1 Y 4801 CHAR N D
TEMP. t
%p CHARLESTON/MONROE
DRAINAGE IMPROVEMENTS

(3HARLIMM LINE L1B
ENGINEERING B PROPERTY STA. 10+00 TO STA. 15+50
MANAGEMENT
Eett 001 u9

PLR 1-1
a cpr BY ug
msaa0ar u9
uv VEDBY
w>E
=1°
"
1

rb
an
9r
9EVISION 6n-00-012
1o9xa v
1
vrdc \o00n1aH\PaNSHEEns¢E9e6.0Ac
uOn?EVAm g 20
A
I
75E
754
00
F- 75C
w
W
S
W
W 74E
N
0
N
N 741
f
N
Z 731
J
U
I-
734
m
731
72E
/-DL GROUND (;- PROFILE

0
O
N
+
N
Do
NW
WN
ZW
JW
sN
U
Q

18+00 17+00
STORY
lw Ww C. _1 _
NONE
GGNTWC70R R) YWNPSi 1ENICIIIAA ACCESS TO PRMEMY A.I.
L ..?1. .. 51 I PRO. STORM DRAIN SYSTEM AT ALL TIMES WRING
OPT
Esr If. CONTRACTOR 70 COMPLETE IMPROVEMENTS OF PROP. 9f0151
Y SYSTEM D06RSTFFMI OF SRL #105 BUM BMW" ON
J f- m SECRON (TO ALLOW FOR PRONG AREAS TO BE ACCESSES -
i F j ? ? AEDIRECfED TROLL TE%f WNSTRUCIWII RHISE) _
-u 27 If } OF IX. A?m.VU -?_ 1 I
111 ?OE 6424 jLF? a PAOP. IW VOF 88'wRCP?6 a e-'m-e-e
E E REMOVE 152 M } OF IX. 42' RCP
.r_ E E F - E E __
ESE
X `NF I IN I I
??--ftrT °--F--E/
e \ ?_ 0 PLUG IX. 24' RCP
e e e e 6 W
--wwuiee
. r v ero BE BY OTHERS PPK AL IX CONCRETE W/ 4'
N 52806&729 b
RESET 55 LF } OF DL E 1473028.52
CHNNLNX FENCE ETEY-743.46 RACE EX. 7 PROP. 62 LF .I
vxur
. REMOVE IX. VEGETATION vAawc
PREPARED BY:
G USINFRAsTRucTuRE
OF CAROLINA, INC.
1043 E. MOREHEAD STREET, SUITE 203
CHARLOTTE, NORTH CAROLINA 28204

E
i \
RCP
0
II >i! IX
18+00
766
764
7,10
748
742
738
734
730
726
INDEPENDENCE BLVD. (150' R/W)= - - - -II II
II
I,
II
24 "II I -
NOW OR FORMERLY III ?'
RICHARD W. KEFFEA JR AND
CON ANCE -OS FFER
5909-466 I II - _
480 E INDEPENDENCC TWO I
-RESET SO LF} OF IX, CHVN UNN FENCE
INC. 3 STRAND &NBm MIRE FENCE
24 qC
FITS TP 12 10
PR NAR I C?-E= ?? x/21` II w
FI
E 11114.65 ?? n
EIEY?75&18 )? E 147316171
J
- - 6-,ter-- " F?EW7S2.54
40 LF } OF IX. 1' CURBI'd1 OUFER
AEMOYE 106 LF 4 OF EA 30' RCP I N N ACP 0 8180. 0.30.1 II
PROK E - E F II(i} OF EL BOl1NN ! CIURp FENCE " I m
- III VIII STA. 18+78.75 a tlIl P' IN
117 T, ,`r' -,-E 14 785 pp
N fl m
m\1.
? III I m
i ?
\?\ "' tl SEE iN5 . SBIE) II Z II
n \ I
R Y3 ?? m V
acr vv 0
D r<
fit„ ? m..i 1 I ? k l ,
FINAL DRAWING
Not Rebaaed For Conshuctim
II
T

REMOVE 0 REPLACE 40 IF
_EX i cubeart_ss_n_tt=

PROP. 33 LF OF 80' RCP 0 0.60%
' _R
fti i l

e
PROP. 67 LF OF 00
RCP
O1? _ RESET 53 IF } OF BOLLARD & CHAIN
v ?
I _

EK 8
1'-6' e 40 LF }
h
r \
!6?

`
E

, E E

' -.. /
O NOW OR FGSPoEEACY
/ RCWRD W. KEFFER A7?D:
a
t
l
CONSTANCE 0. KEFFER
t
I- '? ! !C Y3 16-1-013-04
7435-799
gm c
` / 14930 INOEPENOENCE BLVD
W 0
REN? rE 57 If t of Ex ' RCP
PROP. 5 8 IF OF 60' RCP
'
PLUG ABANDON IX. 24
b/// # RCP
LPG

n W i _
CHARLESTON/MONROE
DRAINAGE IMPROVEMENTS

(MARiMTE• LINE MB
ENGINEERING & PROPERTY S'E'A, 15+00 TO STA. 18+78.75
MANAGEMENT
EA6T COlei U9 V9 UM 6/0
91ftYEY[OBY PAEPAW?BY (NEENEDBY APFAOYFD BY
T DA 1E
' V
=2
' N
G
G ' ?

N0
WTE
6Y
mvig9tt 6n-00.012
"- I
4
SG1E \000 'OH'PVNSHEET\S
..
A
CADFIILPAIH 9 20
10+00 10+50 11+00 11+50
s

761
--
snNC aroMND f PAOEILE - -

748

Mao 0
n

n '^

s
/ t 7
a7

2
'
744 -
r
i
? - 'fin $1
740 : .
- n

::=--
736 :: ?•

732

728
...-
TRENON SHORING GUPED
714

i CC
N
N
0 10180 11+00 11+50 12+W rtrou ,mrw iorw
75.2
748
744
748
738
7,12
728
724
ER AND
SEE-
NON OR FORMERLY
w ` OR WWAM G. ROBBINS AND .
W OR FORASMERLY 23 E //# NOW OR FORMERLY CATHERINE ROBBINS
WAY RRA CE NOW OA FORM EAL NOW OR MERLY RICHARD LOWELL THOMAS I 163-0 JAMES NOW D. VRAZIER LAND
O163 OIJ 23 DEBORAH E BRA816N DW OR f0 v IYNOELI 0. iH MASON AND 167-OI3-I6 MYRTLE B. FFNJER
6508-BO6 163-013-22 ORGE 0. ROSS D LOTS Y. i DMPSON 6465-71713
163-013-16
7921 j ILYN F. J 18J- 3-79
/ 05 CHARLESTON DR ?. 4901 CHAR 1623355 g 280345 4825 CHARLESTON DR I 3726-562
4829 CHARLESTON DR
4833 CyWIESTON DR PROP. 90 lF OF WJO FORMED AWIW.T CIptB, ae21 CNhPtFS10N DR
® n N////il CHAR
`/ ENSURE SWINGING GATE CLEARS PROP. CURB.
LF OF HALT CURB /.` ro+rs
x -'
SG 13+66.64
... rn RAY . .
f E 1448.4976
r ? E E
---- ?_; _ _ L -
m
u
CURB e
\ e
Toi 1 STA: fOTODAO M xmo e 0 -fr a 1 AT
Q I , SR 15+71.64 LIB P,
F ` vI
21
\ S zw
47B7 Rl RICWAD
`ASPxu,, .
WW. NCn?LIXRLJR AND
/ E #729 Ma3 RCP
r/ + CA STAN 0. ERE vaaervc
p 163-013-
p g 590-411,11
?_.
PRO P. RES JRFAM
'I oo mD LYRE E w
?. SEE 9 FOR PROP.
PREPARED BY:
G USINnWTRUCTM
OF CAROLINA, INC.. FINAL DRAWING
1043 E. MOREHEAD STREET, SUITE 203
CHARLOTTE, NORTH CAROLINA 28204 NotR®16NBSedForConstructlon
CHARLESTON/MONROE
DRAINAGE IMPROVEMENTS

CHARLOWE. LINE Y2
ENGINEERING & PROPERTY STA. 10+00 TO STA. 13+75
MANAGEMENT
FAST MAST u9 u9 OB 6 N
BtYmeY PPFRARm BY OmriMABY Af9110Y60 BY OA9E
1 - x
.
lFenonwc slyer 0E
Ro nAT6 BY 6eY1s10+ 671ao-m2 -"v
1 \mo2n uoranwArs
FIXPATI4 10 20
__ _-- ___ ___ _-- ___ ___ ___ - __ _- --_ -_ 755.77 75&15 757.64 757.10 75838
___ -_ -- -- 783.43 mm 78234 761.77 761.29 760,75 750.16 759.63 755.10 75&59 75&06 -- --- --
1

772
110 of

C
768
n
1
I6

H {
.
4
? 6 LL
?xy •o
?
s?
.P

<Z
4AZ
w-
VIP 1
-'pnl
m?'° ?
Y
i` nn
o
??
g I
Teo '- > t6== G =off ? S? - ?z
_ IX GROUND PROFILE

I T
T80

hM
_
758

P777771 r/71

'-- ------ --'----
---- -eKrss
-- -- -
732 ____
F.__
_.4
s.6. By
___ _ _ _

___
__

_ _ _
_
PROF
18 lF OF B' DIP,
150 IX4 56
, 1FRIL AND
._..." PI aao DETAIL 11
R

748
f
7144
w

,

0+

n

1+

O
n

11+

0

2+

0

2+

0

3+
o

00

3+

0

4+

0
/ \ \a \ , Yi9 B' WCPACp b 11675-23 REPLACE 18 LF OF IX. •`?, s,WU6y'N o
/ Q SD \ pswa6 w B w i l NOW OR %MCRLY \ UUNE II 8' DIP. 0 - - $ {? Y
/ 9 \ = p xp[ \ HENRY MABE .CJONEb'S 0 \ 4741 CHARLESTON DR \ M PB C"".
/ NOW OR FORMERLY v 12504-3-07 REMO? MO REFUGE 920! IF OF IXIST. 2'-0 DO w/ c 1/` „ + 2 \ C3
LARRY A. JOLLY AND B" 2500-170 6lItIEA (TOTAL FOR SLOE OF CNA 4-
BARBARA mr 4
CE IX uY''_? Y Yon 'i' \3 (? q
A. JOLLY
163-011-26
28880 \ \\ u E 4731 CHARLESTON DR \ S 9 *nr??A'?`rc q \ Sd ' q y \
\ PU n•UA IP[ \\ ? fi ? / ? M 1
R \? U \? 43? f _ ' p J`,?Afi [Py \`\
4724 CHARLESTON OR IC Ym \ ?,? ,? \ .p 1
\ \ 4 \1\ ° ` T d B. D F, l•212.00' MwE to{m iop R\JE' 'I;?j ° / (,?\\\\ 0,`??+ \ 5\\ ; b
/ /.& \ \ a Aq, \ \ ?P W.-WOO-44- t' VA O O 9B / q \ (,1?, Np y\\
/do"/ \, ? \ ?? \ \ s ?? ?$ va Ia•Y?HE pd 't"•?, 5'(a
$ `,, axau .G`' q \ \\<? yL \ p
\PROP, OL 7 -OWLEY WTIFA'
77-
/ PEp I 0
/ D kA \ 4
I-+VE' '-'PROt, k
WllEY CUTTE f 6 16 f7
P IF OF 1 /,7? E)L R
RCP, ddd... 1.46% / .? ?O p1}}?\
/ NOW OR FORMERLY o>& IJ' R ;S ?p \ n' DccYroDY ?\ °\\\ ('•?P' 15
ROBIN P. NEEDHW ENE Yl ¢•d By p \l?F' `F.,
/ 163-011-25 sxUNS / 1\ ® 0? v S v BaDf2'q / ` {\01 wAm BED 1 G`' ?, S?f,
SSOB-851 SDa / / \ ,/'
rx I w%x[oW ``
?- a4pc p._ \ 1 BPS r?F,E
/_-I?p Dix
772 N
w
w
x
768 N
w
to
N
764 4
Q
750 N
W
Z
J
756 V
Q
752
745
TBM #
NAIL IN PP
I \ / ELEV.: 8.22
NOW Y LW KENNEDY AND \
\ \n . / . \ '` \ JIMM
\ Y, JEAN C. KENNEDY 19 YWIE
\\ \ NOW OR FORMERLY \ t6W8?-425 A\ \ \ `? e'?ocwooo
INIAN R. AUYMM qq
\ \ I&3-013-09 3 w•Px 6 9.4
4219-757 \ 4749 Cl?WL -N DR \"\
(?n. DRIVE
4745 CHARLESTON OR REPLACE {%.. CDNC. DRIVE PV /'W' A E l?
5297.6720 `??H.. \0n PROP. 28 IF OF 15' RCP AT 1.00% \ STA' P 3+86m. IINF,p, & M1 f <.L
147236&6966 OO 4? •, YO'r p\6pb ` ` REPLACE IX CONE DANE W/ NA. 6+28.? UNE-13?8 ay, V' ?E
4 sla'e 'I???
PROP DRIVE
. 8' CONIC.
NO NOW OR FORMERLY
? E 1 24r8S574 I../ / y(n ??
1 : MARI A. McCOY
163-013-08 \ i9wueE 9"4 ufe Fly
4728 CHARLESTON DR
/ NOW OR FORMERLY 111. E
GLEN 0. SUMGAR ER
/. 163-011-24
8219-641
/w
/ 4732 CHARLESTON OR
/
PREPARED BY:
i>ST USINFRASTRUCTURE
OF CAROLINA, INC.
1043 E. MOREHEAD STREET SUITE 203 /
CHARLOTTE, NORTH CAROLINA 28204
/ PRO' 11 B q CA j I / ` B"RU.0 NOW OR FORMERLY
TIE RAP. 2b' VALLEY NOW OA i'ORMERLY GERALD W. WHITE AND
_ GOITER IX. r-O' DOROW F. DUN&SR CYNTHIA LYNN WHITE
.8. ` - ,8a-011-21 163-011-20
6' Y? w .q ®,0' uWI[ VALLEY DDBr?A 1A518-317 1 6306-718 /
IX, CONC. ORIV1 REPLACE EX. • 4746 CHARLESTON OR 1 4750 CHARLESTON OR
I e'.,??,AY PROP, 8' GgIC. OWVE r xEM1Drx MOBS PROP. 6- CANC. OLIVE 1
tl 7?AHk clr P4c . o W OOFF EX.EWWEY 2rU6Y?YwIE'r
-71E PROP. 2'-0' YNllY WRIER TD 1 I ` Y ooBUecB 1
I N
vu
E% 2'-0' VALLEY 01RRR 1
1 S
p
e NOW OR FORMERLY
aPA unP ?E HELEN E. SCHOLIENBPAGER
163-011-22
NOW OR FIMIMTRLY 3115-414
MICHAEL CHAR115 CHRYSLER 1
163-011-17
6494180
4742 CHARLESTON DR
4738 CI4M4 H %VO1 DR 1
j FINAL DRAWING
Not Released For Construetlon
CHARLESTONIMONROE
DRAINAGE IMPROVEMENTS

CHARLOTTE CHARLESTON DRIVE Y1
ENGINEERING& PROPERTY STA. 10+00 TO STA. 14+25
MANAGEMENT
EAST COAST us
YIRYEYfDHY WVMIEDBY UiEIXLDBY ANADRDBV MTE
"24rV
I LMIS SHEETII
T
DWG

X0.
DATL
B!
?YISICN 671-00-012
lOBH0. I
Y_AIE .
\000211CH\P
IEE
\
-TIII6 PAIN 11 2U

PREPARED BY.
G USINFRASTRUCTURE
OF CAROLINA, INC.
1043 E. MOREHEAD STREET SUITE 203
CHARLOTTE, NORTH CAROLINA 28204
766.56 76&01 75646 7$661 75615 763.13 76270 761.96 75132 75052 749.61 749.00 746.16 747.01 74681 744.40
___ 749.21 74&23 747.18 _-- __-

--
~
R 115
780

d .n - 118 117
'?ILF ? d
738
ELL GROUND P
9&Aw8

to j 1 a "k??3 nr? AH S
>u _
L.i F _•w _

748

REPLACE IX 4' SS LATER AND TAP MIRI

744
u, d s4
tAA1
3 J
MUM ELL 4' LATMIAL NA TAP WRM

740
PROP. 18 LF OF
• OW CUSS 380
\
---F EKAM EX, 4' SS ATERAL-AND-4;AP-4
P . 4' DIP. CUSS PER CMUD DETA4 83

7,36
W
W
2
W
W
Ml
N
N
H
to
w
z
J
2
N
Q
14+50 15+00 t5F9M
NOW OR FORMERLY
NOW OR FORMERLT' JOHN L SPA AND
MATHW 0. PAFRUM PNO JENNIFER SPENCER I NOW OR FORMERLY
AMEE M. PATRU
163-013-11 163-013-12
11280-28 CLYDE W. HATLEY
163-013-13
12616-702 I 5799-809
4805 CHARLESTON OR
4801 CHARtESTO w , e uM & 4809 CHARLESTON DR
I
I . REPIACE%, GRAVEL DANE $
IX
DOH
6
$
AS DIRECTED
BY T
APIA(
Q ?? I ? ? 6'DCCNOL S
uB
C
w
0
-
Doa o00 _ _
yV _ _

+

c cy
EcD A.YS o 4.
Gds
srwa
' . G.2
•
PB ?
•. ?. PROP Mi
R4
Q

~ RE LOCAE `
17'
N
W ? AFP ACE IX
DRIVE
8
W N ss-
z
_
J
LLI
N
2
-- - - -
- -- -' -
o - - ar
U
~ ??- De ...............tr apwWmHR w
W w

091AV9 Y f0o ' e` J IM
?^
sr auc . ?' I Fwu Bm 6 ,
+
?
® YV ? ? SH it usl
A
Bte ?
.2.
NOW OR FORMERLY I I NOW OR FORMERLY
MARY LUTE MARSHALL
163-012-13 NOW OR FORMERLY
HENRY CANNIE LOWERY AND LUCY M. ANDREWS
163-012-11
8857_544 I ANNIE 8. L(WIFAY
163-012-12 I 2117-78
1971-575
4800 CHARLESTON OR 4808 CHARLESTON DR
4804 CHARLESTON DA
NOW OR FORMERLY
NOW OR FORMERLY HOWARD S. WENTZ AND
NR
MARVIN H. KINARD AND I MARGARET
D 163-01J.-15
SANDRA W. RINAR 3
163-013-14 1971-302
3920-905
4817 CHARLESTON DR
4917 CHARLESTON DA ..
® l 7-
EOC GRAVEL OF.W I g 11 REPLACE E3. GRAVEL DRIVE I I.
'pl IX GRAIEI. OP,E I .
a9• mxnr: i1• oat-°D^ - -
We •r
CHARLESTON DRIVE
(50' PUBLIC R/W)? I LINE
o -?---
4 i1 mG-- p av?a¢
04
790 M
W
W
2
758 N
W
W
N
O
752 O
W
Q
749 N
w
z
J
744
V
Q
740
736
17+50 18+00
NOW OR FORMERLY
JAMES D. FRAZIER AND '
MYRTLE B. FRAZIER NOW OR FORMERLY
163-013-16 H7LUgM G. ROBBINS PND
3726-582 CAT HERINE ROBBINS
163-013-17
4821 CHARLESTON OR 2495-252
ROAM IX VEGEWION AS DIRECTED
4825 CHARLESTON Wt
THE ENGINEER TO CONSTRUCT
I
ROP.
IMPROVEMENTS TD
&
m¢
S flr
I
ES
10• Dar D w IX
C Halaa; u W .,5
3 GMVFl GIhE
•o.W PE, J O a RRM' O
- _ +
Fb.Y D
O
P 4' F M

pit
$ NW
a - z to
_ REMOVE 38 LFS OF
I EX jr
RCP. PLUG

J W
o N
g

0 =off F
_W
O _==WAS w
IX R/W P
____
Q
?
HB
1 q?
?V
A ?
I
EI d MmTE
RI
fi' Do'r?wc? .. I .I g
d
I REPLACE 18 IF OF IX 8' SS S I j
I.I f 6 LINE WITH 8• DIP. CLASS 1 6
1e" 91x W u.w?E? 1
©
REPLACE 920* LI II
EVE .1 G".I(2), PLUG (2) &
T ? V? PROP. 28 IF OF
15' RCP AT I
OOX
'
t?(I1g0EX1 TOR FAST SIDE OF .
DW
ABIE FlLL
fi
I O IFS
OF
IX VN1FY
NOW OR FORMERLY
SCOTT J GOOCH
I NOW OR FORMERLY NOW OR FORMERLY NOW OR FORMERLY
THOMAS SHELDON AND I RONALD LEE PEW. I EARNEST VARNEY AND
R
VARNEY
A
• 7I??
CHARLESTON/MONROE
187-012-10
10537-810 O 16ERT
3 B.
MARY SHELDON 183-012-08
63-512-D7
163-012-09 DRAINAGE IMPROVEMENTS
467 _301
12069-470 I 3626-652
4812 CHARLESTON DR I 4816 CHARLESTON DR 4820 CHARLESTON DR 4824 CHARLESTON DR -
QRARLOTTE- CHARLESTON DRIVE Y1
ENGINEERING & PROPERTY 14+25 TO STA
18+00
STA
MANAGEMENT .
.
FINAL DRAWING

Not Released For Cons49EGioe EAST COAST Us U9 UL e0
-EYED BY -MEDBY DIE(REDBY M VEDBY DALE
1-20 H
RA
T
E1T2DAG GREI OY
671-W-= I
N? VV \StE
\0002IICH\
7N ?EE 12 20
NO DAiR ev NDn90H u
74440 74a96 741x1 740.05 73&.60 73713 738.94 73476 734.12 73350 73&21 73293 73&39 733.88 -- -- --
'-- -- -' -- - --- --- -- 73432 -- --- 73300 7037 -- -- --- --
I
N
H 744
W
W
2
W 740
W
VI
0
0
00 736
N
W 732
Z
J
I
U 725
Q
724
-
118 I
124 '

\ y
4204
N
E

n
n 4.
A
-DL PROFILE
\ n 4. ''F a
® b? nR z
5 vNp

r,

??? ?? Ba4 4 LY ??
t - ?
.._ I
i
t/ 6
p, i

?? oBr.rw c-,y -- -??
,-
34 1
PROP. 25 lF ON 15 flCP (IZt 121A) AT 1.00% SEMFR CLASS 52 0 0.63% 1B' RCAMA
A 15'. ROP
PROP. B LF 24' RCP (1200 120) AT 1.88% -+
Lv. 6 wArt F
,
PRW. a
PR IX SSW--

744
740
736
732
726
724
18+00 18+80 19+00 19+50 20+00 20+50 21+00 21+50 21+99.11
I Wit
II I ( I I??? I IIIi
3i I III i ?i ``
NOW OR FORMF%Y I I I ' I I
LYNDELL 0. THMMP50N AND /
'S NOW OR FORMERLY I LOIS Y. THOMPSON I I {. 3--. ---m D I 0 §
RICHWO LOWELL iRNIMAS 163-013-19
163- 13-IB 2606_345 ,.w 4905 ON OR I NOW OR FO ERLY
6465-717 - I I I I V / JEAN L MI HIID?
e I.. PROP. , PL ]°a Y NOW OR FORMERLY I 767-013}45 S
4833 CHARLESTON DR TBM 7A FENCE JEAN L ILIIF_R HII?.0 8121_-BQ
hl WW 163-013-24
laze CHARLESTON I xaocA Pa (rnJ REPLACE EX. Co"C LL Ilo Ip 2637-97 €
NAIL IN PP
_ J REPLACE IX. ARPNLLI RIVE / PROP. 8' CONIC. .I PROP 18' RCP 3 = SBMX 8 I 0 E INOEPEND al
ELEV. = 735.45 / I I 1, \
REPLACE GRAVEL ° w/ PROP. ?wwLr IX
"i`"" "F II' hB mQS a of ' / 1 1. II .,I CHARLESTON DR
/ Y I ® I 2 . ,raa,?? Tit Prof. ' o ..t I - - 8
5 / e• avow N PROP. 6-EX. CONC. p W/ SCA: IJ+84,31. ® TO ce
l1Bl. ,40rµ y i ?$ y \ -_?
?.. ,? PROP. e' Coxc. Dorf I I t sr S7A 2994,
a7znam5 r1 II" uu++rP jj Ex'coMC. fi; II 1-
N 5286042.21M W/FPAOP. &' I tl IX. 2'-0'
y i\\ R o
/ g a 3 w? co ewu )L R/ R/ GunER
Q. N IX r ?= N - _ ?' ; I N _
O - - - - a rms V A ?? g
G
+
vu o p _U I PROP RCP ''e 2 PROP RCP 8u 1i. \
-^.
F PROP 24' RCP pB F - N.ra ?k - 1i? i /9FE Ut IXI PROP `hl`
PROP 04
lE Ti ?...... - PB ON p? N 5281 .37188 11 /I i 3
\ CHA ESTON DRIVE -? oI ro 1 ?? , FI?p IX. WM u r 1
13' PROP ?b lF OF _Crt // I E 147 78?6507n I
F¢W - __-__ -- =8-_ ---- (50' PUBLIC R?W a ROPA 1BO% e L7 J 8 LINE Y1
13PIM,E4•
W N 9 __ __ ??a. I4. Me 5 ,1 a?, TE PROP. 7-0' N 1O 1 \ r ),
Z / 00 NOE _ EYi N_AE-' HYORW! - 4C t _ 3 , I Ex. Y-0' V.YlEI'_ 1 N '
JW 3340 -?-Te-
Z arc -OH oxr c bt D - - w _ H sr ? Bw,w
0 LB
nw /
Q r eea a de / e•.waunc EN' • aN I i e T? 1
1 I ?. ?? Yxw 1 1 EX. IS,
( w; L? (gib ? NiIX wi g Y - ' R
{ IX. VEGETATION 0
Y dwwcsE 1 I y Ga'\ I 11 9OR OR FORMERLY REMOVE S PfP1A.Cf 20 IF4 \ dx , ?' (' 811 ¶E 04NM TO H A I
yl0} 0 I, IN CLORN 0. GPRDNEA \ OF E7L 61fRER c W PROP NOW OR FORMERLY
REMOVE NO V ONi RMERLY -012-05 _ cAU _.? gdPRd.'FMENrs 5
APPROK 00 IFt l1NE WRH e' NP CL SHE'tWN M. MYERS AND
P IX Y dfXlEY THOMAS E. rnER AN I L I 78-572 REwO,E SERIICTURE d 20 b
ERAL01 072 8? k
OE-OF IFE OF IX. 16' RCP J 350 N61 OF 1Y E. SEE OtiAA D- .. FR 1625 SHEE15 w II I 1
j CHARLESTON ORS z41sa36 4832 cwa M REI E? REPLAZE 20 Art e a ;n. III aF wtc 034-ee9 I I
\OFf. Y 4 ... PF ..-. R N 8 la \ I 4910 C OR 1
4828 CH43ESfON Pt I _ \V - _ _ E 7472 .264 \ I ? \ 1 I 6
NOW MR NRM I MATCH LINE STA. 12+50 y \
MABE CLIFFORD ON D
SEE SHEET 14 I \
CIIARLESTON/MONROE
i DRAINAGE IMPROVEMENTS
4 PREPARED BY: ?• CHARLESTON DRIVE Yl
USINFRASTRUCTURE ENGINEERING &PROPERTY STA.18+00 TO STA. 21+99,11
»51 FINAL DRAWING MANAGEMENT
G OF CAROLINA, INC.
Not Rele0a0d FOf 00061fOCN011 FAST __ I us u9 us e w
O43 E. NOREHEAO STREET SURE 2OJ WNYB DBy FBEVARBOBY OIEOIEOBY ABBACVB9 BY DAw
CHARLOTTE, NORTH CAROLINA 28204
e71-00-012 tt'-4°v \0002110H ?aLUUwEgsn¢naowv weer a
na oA7E BY rsvlMOn ".0. _u cADFILEl- 13 20
I
PROP. LT. EOP ELEV -- 731.60 731.90 73203 132.1E 732.29 --- --- --- --- ---
PROP. RT. EOP ELEV --- 73131 731.59 731.62 731.95 7320E 732.21 73236 73249 73262 7327E
4°
I
l 27
77b ^?

136 739
q
IAWNO PROFILE
U t

132
- 732

ki
r
726
126 . _i...... .... .
..?' 1 RCP AT 0.63X
_
? ROP-
341E OF I
724
124 _

720
20 el
10100 10+50 11400 11141 Iz- -
V
PREPARED BY:
0 USINFRASTRUCTIM
OF CAROLINA, INC.
1043 E. MOREHEAD STREET, SUITE 203
CHARLOTTE, NORTH CAROLINA 28204
OR
5
121!
° E E .. 6 OF EASE
(TOTAL or CK FOR EAS
1 •1 NOW OR RLY x_
BURCHEIIE E GGINS I PROP.
NOW OR ERLY N R 0 T gERt ?• 153- CHERYL
H PllCW
01 1 012-02 11 7 I, \
4451-121 TO \
I 1 4677 YARgEY 70 ; PIACE
4620 YAPDLEY PIACE 4816 L.RPUCE `+ P110P• 16' RCP I III
JJ1t,, `` CONC w t+ PROP. r-W WHEY CUTTER 10 2
DL CONC. OAfvD w/ . 6' . DRIVE 1 - 974 2' GlR1EA I \
PROP. . DRIVE
MOVE A710N ?5__OIRECIED By +M -H-
8EER TO P R/W 1 I
rARDL?y p `'' ?? 4x"aiw O
??uH X50' pC LACE _-
4 I'1y Pia -?-?C NM
ICY evwI?I?I >k 1
u ss-ss s - .-
Iz? dW
167 k I DO.oo YS q` k iM ?x E ?_ _ y W
N N20 ?,? 1 1 5 9 .wB.?H ".I- E u '_M-v+m I t T`. Nk k _
E AD E t .0429 '.. W y
OF
1 RCP e °I
0 I - J0
RETIQff AlO 4953 U
21
NOW OR FORMERLY
B r
0, OF CHARLOTTE
183-013-29 ?Yd
7192-357
EY P ACE
SEE SH
STORM DRe1HVx
WPRNt31ENR LiB
REFUGE EX ODN(l DRIVE W/
PROP. 8' CONC. ORN7E
%°•.r?„x 49
MCA #1
?_-x`.•x
R•110.00'
::FF L.61.22' _
Tam28.Or
DAIa•2w40'S4' ?n ??\\?\\\\\\?\\\\?Y,
FINAL DRAWING
Not Released For CondmaUen
CHARLESTON/MONROE
DRAINAGE IMPROVEMENTS

CHARLOTTE. YARDLEY PLACE Y7
ENGINEERING & PROPERTY STA. 10+00 TO STA. 12+75
MANAGEMENT
ust e9AS1 U9 114 603
WRYEYED BY MPAR BY U9
77.-EDBY IPPR01'w. -
I OWO
ND DeIE eY PEYIEION 671-OD-012
1 r v
VOWIIICH\NAVWEEf\AEE114.
14
20

a
--- 740.60 748.28 745.94 74573 740,07 746.42 746.32 747.25 747.81 74&45 748.07 740.70 750.41 75678 751.18 751.80 752-54 -- --- -- -- --- --- ---
___ 751.28 751.8 752.70
764
784

1J1
.
?

780 130 r .
_
.
8 760
? fr h
nF $* 6gLL ,O ... d $ h Sh a
$ Y 6g'aa 19 u
gig

WE
758
756 _
8 ° 134 _ - ? ?i59- ztn N _ ?- -
5M 'nlbbb 47 ?i sa??° 752
752
w 6 a3 e? IX GROUND LE _ _ I
Y ? zs RS + ? 4?? -? __
746 - ? 743

M CI
EKY As ._ '!* X33 ATI [_?--
-
744
744 :.;H ... _. ,. r... A ARER-m
____ _
AT1
- - - - - - - - - - - - - - -
- - - - - - - - - - - --LJ--- 740
740 18 LF OF 8'D. MASS 350. _

. 33 IF OF 18•
736
736

n Y $ 3 m 0 } $
101 00 104 50 11 +00 11+ 50 12+ 00 12+ 50 13+ 00 13+ 50 14+ 00 14+ 50 15+ 00 15+ 50
NOW OR FORMERLY / I -
SHARON OAKS PARTNERSHIP NOW OR FORMERLY I I ' NOW OR FORMERLY \ NOW R FORMERLY +/j ?NOW 0 FORMERLY 9
183-011-13 / SYLVIA B. 63-011--114E I HNA URENTS 4 D I JOHN LYNN CREWS AND 0 GERALD WI WNRE AND SARA 8454_ ! CYNTHIA LYNN WHITE( ?-¢
7720-997 163-011-75 163-011-19 163011 x,'?0 \i 'r
5019-943 I ' 7690-656
aY,Ye? 6308-716 AI9tIGHT AVE 5557 PIBRNSR AVE I /
NOW 0R FORMERLY I NOW OR FORMERLY 1 / Q+'Aj 4750 CHARLESTON ORV
..§WYAeAIGHT AVE I I ROBERT N. SAUNDERS AND LARRY EUGENE SIZEMORE AND Ib 5621 ALBRIGHT AVE
J PIGGY 5. SAUNDERS LAVER NE H. SIZEMORE
9 4//\
TIE PROP. Y-0' VALLEY GOITER 10 163-011-17 I 163-011-18 n .6 g
( I NOW OR FORMERLY
IX Y-0' VALLEY WTIER SPACE MGIi' FOIE OIIft07C I MICHELLE L BALL
7387-426 2766-411 i4m o 6tp e
CIX81RUCTION BY OTHERS 163-o11-IS I \ Ham IAN PP 51.72
1 P DocwOro 8900-118 3 BRIGHT AVE I 5615 ALBRIGHT AVE
EI.el.=7/d, X
OFFSET PROP. DC8 E7LV6 BRACE MATT POIEWRINC
I-ff IN EX. y PPEa?x 5sosaeRGH AVE I I \ cmenwwm ?BBr Opim mp)
RCP Dw RD40 {I
s0
Y © o• mcxmo W0 / I ,r xaAr .n0 5 8' 15 U E RE'La
'ASS J60 s oarox , I 'GRAYM DRIVE RFPI/f8 5 LFL OF I 1y ® i yh / /
el ??1 I C I 1 TIE PAW. '-0' VALLEY ?
Y('Y c?/ i /
e VALLEY ro ? 4 7. V a
Yom,
a? I MACE IXGIUYFL OA ;wY I REPLACE EX. GRAVEL DRIVE GLITTER Y
^? \ _ _ AEYOJE & REFUGE 361 IF! I p/\?/ 7 E« % ,??
g" ?..?- 1.a5..- i ?' z-0• yyily_fJInFR° PLACE Ex GRAVEL DRIVE
u- cFd u - - IX_R/1F 6
REPLACE II. / / j/gyp t5
RCe.
WI G U - _ _ -_ G Yna
$1A: 10+00.0
N 529320.4860 ..... y ... w ve
E 1471817.7336
?( s ?3 PROP 16 RCP-m oxl- i/ ??-G NOW OR i1RMERlY
e• s IX 18' TO AEMNN) X V ® PgOP 13' RW '9/??'\\? E IAA
Ux DxF-D µ;// MARY W5- 51WL`
aio as \ s n. - PROP s ? W^ / 7 k
168657- 5
544
15
o S0T28'32'E g 13' ? ^ pµpP 16, R /
° 1118 vvNa N ss $ r aeOD cww Fs ox DR
x 2 "-" s Iti. \\ 261E OF 15• RCP / ALBI'tiGHT AVEN E =
_W_ cuss M AT 1.OOa _ a (50' P68LIC 16' AT I;
R 1FE
1__ IX 8' WAhP /- 1 - ?X4 p CNU \? // WAA
W
r
V 3:: % _-- V ° j
1_ ro
==. L.I °' _. _A__- W / w-- tta ?A1 ". QV•ARI
6
2 *4 A°11
STk 17, Y to¢ _ NOW 0 FORMERLY
NOW OR FORMERLY -$(M 1
10, U `f) ?.. B >a7 °? g / ``
JONATHAN E. 1 y?gy \ I v' oaraaD ,m, / JOHN B. %n DD
163-0p- x 52&318.'?A68 I --R2 I a[n I aWUe "u' ' U e• Pawro 1 NANG1' MA1LOAo
a
11860-637 E 1471903-8130 m I? LCON ssoD H" 163-0124
PR• oAe 3 ° I ?- I I sw a ???,7- '? fI I K J £" I sY uuM ?, 2530-208
I ° a+xKD OfM°? nrr Ru¢ ,? I " I Q = II , REPLACE 5 LF OF 3 CONC. WALK
?4800 BETHANY PL ° I) g 9*ab ?xYB m b
p I ?I Io REMOVE a 0 ff3 O EX. VALLEY MIER I a?` a FERULE za IF3 0? seza aPBdrt AVE
U) 11 J, NOW OR FORINRLY NOW OR FORMERLY Q I V i
?Y oawmD IX VNJFf 6URER
v I I 16 REMOVE 13 IFt AND PLUG (2) DAVID E. KI NINM JEFFREY u. WESlOFSK
AND ABANDON IX 12' RCP I&1-011-00 I 1633011875
MATCH LINE STA. 11+75 10333-666 I
SEE SHEET 16 4801 BETHANY PL I 4800IMA000RT LN
PREPARED BY;
G USINFIZASTRUCTM
1043 E. MOFEADARSTREET OLiNATE 03 FINAL DRAWING
CHARLOTTE, NORTH CAROLINA 28204 Not Released For Construction

Rae°WFn EEBE N
BETTY T. BILK
163-9u-15
2518-458 Cum 11
8-100'
L?12&BY
r66-ee.e0'
pplHe.38'Op'02•
CNARLESTON/MONROE

DRAINAGE IMPROVEMENTS
5620 AIBRIGHT AVE
CHARMTT. ALBRIGHT AVENUE L3
ENGINEERING & PROPERTY STA. 10+00 TO STA. 15+50
MANAGEMENT
EAST COA IRA 5 U9 6
E
SIWVBYPD Px¢4AR6D RY U
('SATFD6Y AW9GYCDBY DATE
I •x H SxLS.I Dr
NP DAIL AY REYISKW 11O0002 1- 10DD211CH CADRU TISNEEUSOWC 15 20

PROP. LL EOP ELEV. 74&51 748.14 747.07 ___ -__ ___ -^ - _-- __- ^_
PROP. RT. EOP mm.. - 745.95 748.41 748.85 747=2 747.61 748.00 74828 74&51 --- --- -- -^
75
74
74
74
73
73

00
10+00 10+50 11+00
NAIL IN PP
f I
ELEV. = 746.13
]??N r
NOW OR FORMERLY
Y. WILLIAM A. SOULE AND ,
PHYLLIS H. SOULE
J 163-011-01e
i 2853-44
NOW FORMERLY
9 0 4A30 WJtCOURT LN SuD "WA%!€ NRISTONOR LONG ANO
163-01 ILONG
1994-2-9202
4Y 4870 fkACOURT IN
ixa RR
GRAVEL DRIVE
A
t"
IiAy
\ 3^Y6• 8' NMnE
??EMYE FX ?V
\ w4CrD A e
W
26
NOW OR FORMERLY f /
163-012 -2
fA69041 I /
4835 HARCOURT LN I / e ((
PREPARED BY:
tisT USINnUOMUCTURE
OF CAROLINA, INC.
1043 E. MOREHEAD STREET, SUITE 203
CHARLOTTE, NORTH CAROLINA 28204

11+50 12+00
12+50
(
1

I

I NOW OR FORMERLY
TIMOTHY L. LONG AND
CYNTHIA S. LONG
163-011-01
7961-217 1
I
1
I NOW OR FORMERLY
M LR
163-011-04
I 6094-316

4816 HARCOURT LN .
I yy? l e• PUn
* 11
i SEA 13+00.00
4824 NARWURT IN R-070.00

L+ Pr N 820111.1861
488.68 E 1472208.8721
IO 73
?-W I
CUA? 41 -60 40
Lrt88.80' ,'
TBn-90x3' p a /
-F- BFO OMW?S810'40' O M' ??
?!aII
' CAN 3'tttPN I I o (?..? ?( /
-TIE Mf)f--O* VALLEY Cro
IX 2'-0' VALLEY GUIIEN

RT LANE Y-5 //

??muws ?
-n
' n• xM?x w.v I 1
IX CM10 DAM1E VI
d' I w/ PROP. e? CgIC. MME/ P
?„E 8 RE%!CE 343 LF3 A,
OF 2'-0' N411EY CUTTER /? ? M
i OF Rp71AFACiX ? 999Y'
7E0 N1E/,)/I i ?
NON IN FORMERLY
ALUM 1RITT AND
JANICE TROT
163_012-20
6745-404
4871 HARCOURT LN

B W
N YNPN

t1 NOW OR FORMERLY
BARR
4f?
- / // 0,?
i / 163 012
K iS' a ? Crccw

_ \
4815 HARCOURT LN
?
O
/NQ[O+A'NRB ©CONC. OA?E
?LICE EX CONC. DRIVE

PROP . 8' GONG . DRIVE 4 or 2'-W VALLEY GUTTER
\
I 1I,. 0 ' VALLEY OUT
IX GONG. DJVE
W/ WHIP. 8' CMA
C
.
DANE

`
NOT rY POLE EUADA wuam Earle
111
]p1'
.
[
?
\
v
a? '?7
6 uAaF
NOW OR FORMERLY
Q
8 9 is' N ` 1
WILLIAM R. HOWELL AND
MVG
N W
HOWE

NOW OR
N
NOW OW OR FORMERLY
PEGGY N, LONG \
I
.
LL
163-012-11
LOUIE KE
T YOUNG
183-012-19 1363-0
76912-18
- 3789-311
2726-8I8
\
3055-34
4827 HARCOURT IN I
4823 HARCOURi LN 4819 NA.URT LN
?
NOW OR FORMERLY
RICHARD ALLEN WALTS
163-011-10
3401-316
4012 11 W
3 CM BIO. 20AJ
070. 10+1A24, 21' LT. REMOVE 8 ?p 2p ?} OF
EX. IW.730.-3 IX. V1LEY1MIfiER
IX INV.
EX INV. Olfr- 735 352+
I GAME E TYPE TYPE E ` I
.B i ? I I
I o I? ? ? I
'\? r DC o NOW OR FORMERLY /
\I I PAIRINE E. MEYER
\ 163-011-11 1 NOW OR FORMERLY
\ . 2'-0' VALLEY gD 0464-142 J.T3T E. ERNN
tFIFR
?a(TYP,) w/ uetxEi 763-0-637
\ `? ` 5xp ?. 4808 BETHANY PL y+ I 11000-637
?4 4] a 'awB
Im1a 18M /10 yRUB+` % / ?' I o'wA 4000 BETHWtY PL
NAIL IN PP 0 ELEV. s 741.22 sc I I r _ _ _ n
STA. 10+00m BET}TA?
1471 ?P-h.AGE.
529071.8525 ( f (5l1BL
N IC R/W? - _ r-n 4- -
E?28N{ ? `??.?_ ?
H
NOW OR FORMERLY ?
l ? NOT N W
RAW •? _
DONNA J. RUTH AND p LINE Y4 „ s4D.2o'
LUTH
9 \ I MNE a _ W 1n
163-011-0
814 242 X 49 z
4 1 _ J W
4810 BETHANY PL__lj sl - LM
a
EX RA
I" TA*
t ?? , ?s? i xBiEB w/r Bues u+xs B ? /? ? / II
Y? x / dJ
Now OR FORMERLY
'/ 1` y N S' 1 PAULINE E NEVER
/ I g ?II, 163-011-07. NOW OR FORMERLY
93
6 vmL N 16635 01 8
4013 BETHANY PL H. FUR ?? a ?i if I' ' oarww PL DAVI10333D E. NEDY
4 48P BETHANY d
4-80 2988-1
I 4801 BETHANY PL
FINAL DRAWING
tructlon
Not Rel""d For Cent
CHARLESTONIMONROE
DRAINAGE IMPROVEMENTS
Y5 HARCOURT LANE
ORARLO M. STA. 10+00 TO STA. 13+00
ENGINEERINGS PROPERTY Y4 BETHANY PLACE
MANAGEMENT STA.10+00 TO 11+75
FAST COAST us US U51 6/03
]LBYEtFD BY fA[PAPEU6Y (l1EIXE06Y AWPAI'F00V OAtE
' '
2
V 211p1\PLNi51
\ SNEETI6
0YIG
1EEY

NO
OAT£
BY
qEY UUM N-DD-DIS
6
106!.'0 I
.
I \
.
W0
C.N FII£PATN ?`
a lo
PREPARED BY;
USINFRMTRUCTM
OF CAROLINA, INC.
1043 E. MOREHEAD STREET, SUITE 203
CHARLOTTE, NORTH CAROLINA 28204
75
74
74
73
73
73
72
72
7
N
I-- nnR2 -- _ ?.
n• ?? l
NR? ?
a
20+00
20+50 21+00 21+50 22+00 22+50 23400
'vw•ttB ? / /
pryI 27 YSCW I ? \ I
020 17M
8157-184
5715 wtrAlu AVE p
/ / ° .?s• /
\ ?\ e c 14
+\+ REMOVE yEGErA AS 0 /
DIRECTED n4E oNa TO
/ ?r E
I DIM
30 OF MK
e s 5
+ e ? a ?x1
oEPn1.1e? e \ e ? ? ? S c / 'Rb qP' ?6
e / \ f ee f ? / 6 6/ m d ?\?y???
7Rm c ?f \ t J?? /? P??rS?G.
47239
?,/e \f8 c S ? ?
9S e/ \ \ IX ?VVEOI-AIONEEAAS?St
?/?" 6 / RECfED Hf'? TO ENON P. WPRd/E1ENF5?
NO OR FORMERLY \ THE /
PROP.
E G NBUAG
163-21-fib
12191-862
5715 NONROE AO
FINAL DRAWING
Not Released For ConsUocNon
CHARLESTON/MONROE
DRAINAGE IMPROVEMENTS

(MARLOT L LINE Y5A
ENGINEERING & PROPERTY STA. 20+00 TO STA. 22+75
MANAGEMENT
T
AST US
EAS
CO
SORYEIEDBY W A 6D BY U4
MMD8Y USI
AYROVF.DBY DATE
. x
'
' & EFT a

NO
DATE
tlY
xfl'ISION 671-00-812
JOBND. 9
•4
V
SCALE \WD211 N\ttu EET\S1EEm.Dwo
CADFIIE VAIN 17 20
CARTHAGE STREET DRAINAGE PROFILE L4

149
o
ry
770
770 ,
1 _
^ ^s?
66 I 14 118 Ed 1 „R'A

«? 768
, F + '
^1 4
b ?,? bbb .'1.w EX 9ROUND PROFILE -- ?
_ ,,. - 782
782 -
.. - : .., r . 24 IF (139 IF AL) OF 2M '." 1P
CtASS 2g.
758

F I v*
24' RCP AT 1.
'pw 'I
-- - --
.....

764 " _ w
CLASS IV AT 1.002 754
- -
- PROP. 4 IF OF 15

750 750

746 746

a
m
n Di
0

10+50
7
WIDE
ABOVE 14J LF TOTAL
OF ELL 18' RCP
ruHwc im
4501 E INDEPENDENCE BLVD
11+00
TIE 2'-e- CURB d Z "`-X 70 IX 7-6' CURB d: CUTLER
N 1 7
REMOVE 27 If* IX RCP AND STRUCTURES (2 ,] m u
RFYME VE6ETWION AS D.RECIEO BY TH
EORIEER CONSTRUCT PROP. IMPROVEMENTS
n--
\r= - La A
`?I? Dm - or?D
PREPARED BY:
asl USINrRASTRUCTURE
OF CAROLINA, mc.
1043 E. MOREHEAD STREET SUITE 203
CHARLOTTE, NORTH CAROLINA 28204
11+50 12+00
12+00 13+00
HOLBROOK DRIVE DRAINAGE PROFILE Y6
--- 788.05 765.75 755.58 765.43 785.30 765.17 765.07 785.15 765.29 ---
774
n H m .nx .W J m ? ?i 2'87' "?
770 wR ,tn'm R w
m1
n '3z3N +'?M ? n0? .pb
E%. GROONO It PROFIL
1 d p, m.'.0 768
4__ F
`-il I -r GNAT 170{
752
PROP. 45 V 15'
_____
_
- - -- - - - - - - - - - - - - - - -
- - - - - - - - - - - -- - - - - - -- - - - - - -
758
CUSS N A O.7SX --- PROP. IS IF OF DIP CLASS 350.17757 f28f
750.00
10+00 10+50 11+00 11+50 12+00 1
NOW OR FORMERLY
JOSEPH D. SMITH AND
AND BAR H. SMITH
NOW H FORMERLY NOW OR FORMERLY 1J3-024-20 I
WALTER T. MACHUC4 SCOTT R. PAGE 4019-671 NOW OR FORMERLY
133-024-18 133-024-19 JOHN WRIGHT MCLENORE AND
12703-297 I 11267-59I 4745 HOLBROOK OR NOW OR FORMERLY 01RO13YNj o.2+ 22MOAE
1 I FELECA C. BROWN AARON 6259-743
4733 IKKOROOK DR 4739 HOLBROOK DR
I #5 18M 133-024-21
6035-925
TIE PROP7-0' VALLEY GUTTER I E RR ELEV. SPIKE IN ]55. PP 4809 HOIBAOOK OR II NOW OR iORMFALY
DOLPH F. B MAN
TO EX 2;--. ' VAUM CUTIFR 4801 HO BROOK DR R
ACHEL V. BOZEMAN AND
133-024-23
2629-393
?I ,7• u ® ? ,r o1c t7tO ??'P??I 28 1 ?24' RCP AT WS
Y- ?? 4815 HOLBROOK DR
P.IXL 5713+389, L? 3, LACE
P T. STN 11+8498 18 LF OF IX. 6 SS
2' 2'Y-0' EVALLEY Y BUTTER
RLY AFPULE EX. OJNC. DRIVE W/ 'S 529895.6141 $ E WIN S' DIP, MASS WEIPROP.
CURER
I7? AEPIhCE N
IX. ?'? OIdrE I E 1173419.1714 A ?r xcuam TO -0' VALLEY
LLP PROP. e' 0014C. OrtRI \ o Y rant r.xttm_=s,
LL0.5 ummn[
REPLACE IX. 0 ?.
art6e - a. c PROP. 1 ACP
DA - - PROP. .15 SEC. x-v v UEY
W s
I4OLBR OK DRIVE AYx ,s' ?P /5 217 STA 21+55.61
g e1473=11 213' n ('0' P BI-IC R W 8 SJ9231 LINE Y6 x5138216585
-p° ° c ° 25681 61 /- N --E?49347t706P-°-
_ rn ax O a16? 14.15 "
_ M m. o
r W ??IX r-nvxur alrtn ° - - - `_ - - PROP. 2' CURB 33`00 ` "rt.]ee- > O_t-c v.]Mr aril
NS __ ?__r+s uWV\ AT WREUAN
Q (/I _ _ _ _ _ - _ _ - _ T e• a?f' r xeaan ` wa EK, R TIE 92
OPY
a. cuNrna? mx SJ / TO '-0OUtI
N F '??? \? IV
m 0. N.D7
4:a \ C aaaauno4Euva ?. RE110YE 57 U`* O(F RDPmY II g
w? a Q ?9
Z W
'1 P o __ Wfinr69 E Y
S aucurc PROP. 36 LF OF 2e RCP AT 1. Z fn c. II PLUG t AaMmSN EX If,. RCP 1
UW a
N MATCH LINE STA. 12+75
SEE SHEET THIS SHEET
R
FINAL DRAWING
Not Released For Cousbuctlon
CHARLESTON/MONROE
DRAINAGE IMPROVEMENTS
LINE L4
STA. 10+00 TO STA. 13+38.93
ENGINEERING B PROPERTY HOLBROOK DRIVE Y6
MANAGEMENT STA. 10+00 TO STA. 12+55.61
EAST COAST un us 6/03
"-T.6i mC9A . us
.lamer nwROrm By
OA1E
I H CET
R
Po. DA1F
BY
-Wo. 671-00-02
??
t ?Y
1000211. C\PVNSNVAFET\S16EH6OWG
18
20
73E
731
73(
72C
72
712
714
TN nsr
77aoO
,0+00
II

mv.w ne
ie na PROP. TV OF

e, PROP 8 IF OF
2 n ar
EMSTNO F ON BOTTOM n,. ': , -•.."- .. -'
?
'

y AwawraM
' , ,
f e
Nla9sss
> a ea=_ 1-
tea. ,?

4-1 I 1A

l IE TO
E2. RP RAP
j?j _53 CHANNEL 3

i

IS
8

P6WE 36
SIN. SEMI W/ rY
Jr SAN
. SEW. W/ 8•

i

K
n 1 i n90 sip
.. -
- 1% Wz 158 180

PROP. 40 IF OF

a
Pp-

o? ......
_

?
o- 6

S
I111?
1Dr5D n+w n+w ,a+wu
I 2V- 1 ®
\ e

1
,9 \
NOW
O0AA FORMERLY `
??
NBURG COUNTY
JKENLE
1-021-56
6]
' ` 12191-062
23-186
/
N Sz8421A9 5715 MONROE RD. I "•
1472HIA8
E 3(,y
C?XR ROLL
RoM c".
/ ° e e \I Al
N 1 E E'er.. E / ° \ e / e E \ °? \ PROP. SLWL 7" g }7 f xE f I £ Yy'
?V ?e---7e? ie AnE
I/5MN1 CROSS NAIL IN /0' GG/A,
II ? / /? Y.=730.72
i / / ?? _ ? >a• o? d?,s
I12R\ 5I(/? ? ?
l I 24• ?' 2k,? 1!. tQ 1'?? 1„aQ?p r
r '' I I `A1jbµ /NtlW 9 "" v / v "t x
I 1 '?
PREPARED BY.,
G USINFMTRUCTUM
OF CAROLINA, INC.
1043 E. MOREHEAD STREET SUITE 203
CHARLOTTE, NORTH CAROLINA 28204
J V(I d ? ! \
I MY
0 NOT 06TU d
14
738
734
730
726
722
718
714
no
DO
` - - - - !-REPLACE 36 2f OF 8- VCP W/ 35
E pp \ ° 1PPiNf
$ \ ° ,
E ...e.._E. _.. ..., ... .. .e•?.. 2,r
/
Em ,a350INT'FITTINGS \
SIN. SEW. MA1•CH I,
.l?D.W AAET? ?• 4
RUILACE 64 LF OF 8"
?
\ ? SfF SF SrTA
• ,1PSTANNFWO Y\ _ `?IOYE SNF! OF EI(?bU' .?? I HffT 1? 0y.So
z<• °uc PROP.\4 LF (INC. FES) OF NCR AT 287. r
. MATIM AND RPARPKMMNG
6 vxarc REI'LAIDE, IF 0[ EX S' SS MASS h60 . S /
.' WIIN B A55 SBq / _ '7•^?
GS'? -' ?-ie e ..U` F BRC r
2W00A2Y-8
E E ??.?T? 8 newp ??/ I{ 1474?A71B Q
/ E S J F .. an \ ' IF' / - WITH L=10', W-e, AND
9
S zru.A? @ DEPD2-,8• Q
e _1 / \ f • E ? wv za22 _ \ f ?' ?. .-???w
??N++++WWW •?
/ ° AYA'n e°?` e E k6AE[R Am O \' Y 'pW'RY
° t \ 6 \ 30•our ?A3 :x es ,Q ? t xA e?/. \. \ AmE DT-0
N6s°
8,-2213-1M
° ° e J /?. I. W 11 \.- 1,18T
A PROP. NW1L WE ? ?Bpp FROM SINKS e ° _,S? e oxr it u.,u?au fi ?? ee \ LF ?D` BCZ\'\ r w?n?
REMOVE-BRIDGE ?.D?A DR
mwm
'o REMCK FLOWER BED PROP. PoFWP R / / d A ems'- s?
LI "c'
I I ? (?3I Y IT/TNICIO2E55 PROP. 28 LT'OF RCP AT
d s J wA6' s
? ?. I fx uAw. gaxc io• aTr ?'pf?'?? // BEMP/E 23! LW NSF, 15' RCP
- ? 0 ® / /'- -' T ,,> .. • 3 2s a AEPULE . 40 If4 OF ENC N ONE WRH?
J R.qw e / a'^`?j, /•? DIP CL 380 72 LF OF f2• PIPE
IAq 2F AND 2x. o LEq yRER,BBpP.
N t
GRWEL
SAE
. / D 81NE HSTPR SAND / d 37 II QV? \
39791_62 §?r PAOp. 4?. 0 IT RCA AT 3.00. w oR FORMERLY 0 0 O >
\ i
I \ -873 : ? /" Jf ow VNA SUE HUNT
_ L SHEET 2 v eEtlTe.n I $ ° 3 ?: ? a? 5508-12-06
7
-? SA. 15+15.61, 3&ILT SIX 14+8778, 48.5' FTL . / /. s V )
\ INV. IN 732,30 TOP WALL - 735.3E 739 CIENDORA OR €. AY
\ BN. N 733.00 ` `4g u !51 I' :I 758 GLENDORA DR 1\ ` .
J a 7
?? I v v
FINAL DRAWING
Rot Released For CoErehactlen
l:

/
CHARLESTON/MON
DRAINAGE ROE
IMPROVEMENTS
r
CHARWIrTE. LINE Y8A
ENGINEERING BPROPERTY
G
MENT STA.10+00 TO STA. 16+00
MANA
E
EAST COAST w us us 6/03
--BY vurenm ev -By AVHWYEDBY OTE
1Y:
V 49
\WO211CHRPU IF£1?bHFET1
DWO

No
nxiT
ev
naumox 671-00-012
.ro6rw a
rA16 -
.
c.D01FVATx 1] 20
751
74E
744
741
7
73
721
724
UAnW A299'
720.00

- IC2
- 183
-
A --N
? n
-- ARa ?-

_
7^

STA.
.
18`rN.
•73242
48' INV -029.88

- -- - -
- -

v +
152
i?
1µ
140
136
Im
128
124
2DF50 Z1+OU [I+:N1 -- -- -- -- -- -
PREPARED BY.
G USINFRMTRUCTME
OF CAROLINA, INC.
1043 E. MOREHEAD STREET, SUITE 203
CHARLOTTE, NORTH CAROLINA 28204
l 29 I. NOW OR FORMERLY
NOW OR FORMERLY I ANGEL GUADALUPE NOW OR FORMERLY NOW OR FORMERLY THOMAS NOW OR FORMERLY
JAMES E. FIELD 11163-584021-64 OME1Wt1CNUNN I WALTER SY0EL L JOHNSON AND JEFFREY W. SPARKS
163 021-63 -fi25 8J I 6058-213 163-013-02 163-013-03
8131-129
819 GLENDORA DR 2246-601 11184-267
601 GLENDORA DR 809 GLENDORA OA
827 GLENDORA OR I ? GLENDORA
i 4rte" Dx 6"077 ??' g II ?i ??WaW
1? D ?, tY PINE
.y
4a• PwF
B A(A ?__ 5,-55
z
. .
0 GLENDORA DRIVE B _ ClAW,?Pww,waoN
C-4 60 PUBLIC R/W) 3 -?
W W w - ?W Anw -
W W--W? FX r WARA IME (ED
N 7t- e _ __ _ez, r M?
z B LRJE "P?f_r _19_6_ re?_ - n W q b Ma A
W -- __ - _ IS___f%m•xw DuB
R ?f
W 117. i6 = CP
W N PROP,
2 PAP. 18' A? 18 ? __ ? i? PROP. 18' RCP n '- y . , ? •-
mw /,t51 OL SO 3 a So`Pexap
(=.9 N 6 Mw?¢ W xxD acam ,v ??' ?, 1E• flNC - - RELOCATE FX. WM 9r - - - - - - _ _ /
RELOCATE EX KM
ADJUST N ??P- - --}- _
u• H arr REMOVE EX RCP
f .. wI , y Ir p- /
UTLITY POLED 8 dI?FO M I r wu ?,n• As+ R19"a 1 .
REIOCIOE IX. WM I • (Ur MM) Y Htttr NOW OR FORMERLY
REPLACE EX (aA19. OME W// a Fd91°? °^" § § I ! I . , { ` I9 aw REPLACE EX CONC. DRIVE W/ i KATHERINE C MA US AND
PROP. GANkL ORNE I - PROP 8'
. CONIC DRIVE 163-071-02
TB? #t) II 2669-536
NAIL IN PP q. OON0. DRIVE W/ I IX'' OFM W/
XRWOBERT W DR FORMERLY PROP. 8' CONC.
T Bm ELEM. = 7$8.47 PROP. E' ? DRIVE i J. PETERSON ? GLENDORA DR
W/ D?AU9s ?- 163.031-03
-a cwx REMOVE EX PIPE 1
NOW DA FORMERLY
NOW DR FORMERLY MARY MUM
SEi
FISHER AND 026

{
JANICE A. SCOTT
163-0331--05 OS
162 A
Fl
iH
76633- 6 -04 {

12061-701
336
4-37fi
5764
810 GLENDORA DA { 818 GLENDORA DR

FINAL DRAWING
Not Released For Construction

1421-110
GLENDORA DR
i

([ IiV/n„
CHARLESTON/MONROE
DRAINAGE IMPROVEMENTS

CHARD)M. LINE YS
ENGINEERING &PROPERTY STA. 20+50 TO STA. 24+64.77
MANAGEMENT
FAST COAST USI us 8 3
AWY6YE1)bW ?NYA9FLBY UIIX%BDBY P EDGY DAiR
t •2q x Earr a

Pevmm sn-9D-mz
x91m r•4 v
EEAIa \OWZUdI\PUNSHEET\SH6EMU.0MC
uDDUPAIN 20 20
EROSION CONTROL NOTES
1. DISTURBED AREA 483 ACRES
2 SOIL TYPES,- CB, Ur, No% HMB ELM NO
3. NO ON-SITE BURIAL OF VEGETATION OR CONSTRUCTION DEBRIS WILL BE PERMITTED.
4. ANY GRADING BEYOND ME CONSTRUCTION LIMITS SHOWN ON THE PLAN IS A VIOLATION DF THE NORTH CAROLINA EROSION
CONTROL ORDINANCE, AND IS SUBJECT TO A FINE.
5. SmBIUUTION IS ME BEST FORM OF EROSION CONTROL ALL DISTURBED AREAS MARL BE STATUUZED WITH ME APPROPRIATE
PEWWNENf VECEAiNE EO510N CONiRp. MEASURE($) WHEN A MAXIMUM OF 250 LINEAR FEET OF PROPOSED
CONSIRUCTON HAS OCg1RED OR WITHIN 3O DAYS OF DIM
S. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED IN ME FIED BY THE CONSTRUCTION
INSPECTOR.
7. ALL STOCKPILE AREAS DEEMED NECESSARY BY THE CONTRACTOR WILL BE REWIRED To HAVE EROSION CONTROL MEASURES
SUR HONG AXE AREA IN ORDER TO T EROSION AND SEDIMENT. ENE STOCKPILE AREAS MAY ONLY BE LO TED WITHIN
THE CORAIRUCTON UNITS, APPROPRIATE EROSION CONTROL MEASURES CONSIST OR TEMPORARY SILT FENCE, -FDRARY
unERRON DITCH AND s `MENT TRAP, M.
S. TEMPORARY CONSTRUCTION ROADS MAY BE CONSTRUCTED WITHIN THE CONSTRUCTION WITS TO UMIT THE AIaUNT OF
SEGMENT ENTERING THE CHANNELS. EROSION CONTROL MEASURES U. BE REQUIRED TO PREME T EROSION ACROSS A
TEMPORARY CONSTRUCTION ROAD: REFER TO THE TEMPORARY CONSTRUCTION ROAD DETAIL
9. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE INSPECTED WEEKLY AND AFTER RAINFALL EVENTS. NEEDED
REPAIRS WILL BE MADE IMMEDIATELY.
10. ESTIMATED DURATION OF PROPOSED PROJECT IS 18-24 MONTHS.
CONSTRUCTION SCHEDULE
1. DETAIN PLAN APPROVAL AND OTHER APPUGELE PERMITS.
2. HOLD PRECOMIRUCTION CONFERENCE AT LEAST ONE WEE( PRIOR TO SMW1 G CONSIRUCTON.
3. FUG THE CONSTRUCTION LIMITS AND MAN( ONE TREES FOR PROTECTION.
4. INSTALL TEMPORARY STABUZED CONSTRUCTION ENTRANCES WHERE REQUIRED.
5. INSTALL AL OTHER EROSION CONTROL MEASURES REWIRED FOR THE PROPOSED CONSTRUCTION ACTIVITIES. CLEARING ONLY
AS NEEDED TO INSTALL THE EROSION CONTROL MEASURES
6. INSTALL THE PROPOSER) IMPROVEMENTS AS NOTED ON THE PLANS. T
INSTALL CHECK DAMS AND DIKE AS PER CONSTRUCTION WiMIN CRFfl( BANK MEET ECS. AR OOWNSTREAN
a, INSTALL SECTIONS ARE STABIUZEO. REMOVE CHECK DAMS AND DIKE FROM DOWNSTREAM SECTION AND INSTALL CHECK DAMS
AND WO: ON NEXT SEGMENT TO BE IMPROVED. THE CHANNEL SECTIONS MOIST BE STABILIZED IN ACCORDANCE WITH THE
CHANNEL DERAILS ON SHEETS 28 k 2C BEFORE CONTINUING CHANNEL GRAXNG OPERATIONS. TREES DESIGNATED FOR
REMOVAL THAT ARE OUTEDE OF ACTIVE CHANNEL IMPROVEMENTS MAY BE CDT AND REMOVED IN ADVANCE OF CHANNEL
GRADING AS DIRECTED BY ME ENGINEER. HOWEVER, THE STUMPS MAY HOT BE GRUBBED U"L ME CHANNEL
IMPROVEMENTS AND STABILIZATION PROGRESS.
7. INS°FLT All EROSION CONTROL MEASURES WEEKLY AND MANE ANY NEEDED REPAIRS.
B. ONCE THE PROPOSED CONSTRUCTION ACRVME5 HAVE BEEN INSTALLED, REMWE ALL TEMPORARY MEASURES AND INSTAL THE
APPROPRIATE PERMANENT VEGETATIVE STABILIZATION TO ALL DISTURBED AREAS.
MAINTENANCE PLAN
1. ALL TEMPORARY EROSION CONTROL AND SEDIM CONTROL PRACTICES WILL BE INSTAL ED AS NOTED ON THE EROSION
CONTROL DETAILS ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED.
2. TRAPPED SEDIMENT SWll. BE PROPERLY REMOVED FROM THE EROSION CONTROL MEASURES AND DISPOSED OF.
VEGETATIVE PLAN
1. THE PROPOSED CHANNEL DETALS AND PVNRNG PUNS REFER TO SPECIFIC STABILIZATION TECHNIQUES FOR THE CHANNEL
IMPROVEMENT.
2. ALL OTNFP DISTURBED AREAS WILL BE STABILIZED BY PERMANENTLY VEGETATING WITH SEED AND MULCH AS RECOMMENDED
3. BY THE PERMANENT SEEDING SPECIFICATIONS DUE TO ONE RESTRAINTS ON THE LENGTH OF MIPROVEMETS AND/OR
DURATION OF EXPOSED DISTURBED AREAS.
THE CHANNEL DETAILS AND PLANTING Purl SHALL BE STRICTLY ADHERED TO FOR STABILIZING THE PROPOSED CHANNEL
IMPROVEMENTS,
INSTALL TEMP. ROCK CHECK DAM (TAN.)
i
?\ I?? PROP. TEMP. STREAM CROSSING w/TWTN 24" RCP
\.. r
INSTALL TENT ROCK CHECK DAM
?D Ibo
INST TEMP. ROCK CHECK
C - C ® DAIS (TYP.)
59
D
\ EKISTIqG RIP P RT. SIDE BANK TO R MAIN
DONCASTER D \ .? \
INSTALL TEMP. CONSTRULMTION ENTRANCE t \ `1 \ \ \? \ \ \ \ c
LEGEND:
CONSTRUCTION BOUNDARIES - C - C - D -
PROPOSED TEMP. INLET PROTECTION
PROPOSED TEMP. ROCK CHECK DAM
PROPOSED TEMP. STREAM CROSSING
PROPOSED TEMP. SILT FENCE --?°--?^
RIP RAP APRON ENERGY DISSIPATOR
PROPOSED CONS TRUCTION ENTRANCE
PREPARED BY:
G USINnIASTRUCMU
OF CAROLINA, INC.
1043 E. MOREHEAD STREET, SUITE 203
CHARLOTTE, NORTH CAROLINA 28204
TOP. RIP
0
l Y )??
STATIONS UNE SHEET NUMBER STRUCTURE NUMBER(S)
22+00 TO STA. 23+00 LIA 4 1, 2, 3, 4
14+50 TO STA. 17+50 L2 7 5, 8, 7, 8, 9, 10, 11, 12
T2
1G

(
/ off(
(D?/' o
U (
ly?yQp,? n ( ®?1?yi
pn,-06?5?11, 4, 'NY \
o /I
• O ' f \?1
?% 1 \ .
Y \
4
G ?
IJ- 1P,
TEMP. STEAM CROSSIN w/24' RCP
i a\0 I
/NSTALL TEMP. CONSTRyq
4- % If A?1
\ \ INSTALL TEMP. ROCK CHECK DAM

FINAL DRAWING

onstTUO11oBB
Not Released For 0
[l 1 A

\I/? CAARLESTON/MONROE
DRAINAGE IMPROVEMENTS
MAIN CHANNEL
IA
(RAID MTE„ L
-
L2A WORCASTER PLACE
ENGINEERINGS PROPERTY EROSION CONTROL PLAN
MANAGEMENT
EAST COAST unM\anB us us 6/03
s YEYEDRY -PA R®SY CHEREDev MVBOYEDBY I`-
' nn
w EETS\EHR
a

xa
Dnn;
BY
REM- 671-00-012
Acena na
:GALS W.
T
.
\Gm
+c
T:aDFIUPATx
ECI
ECS

03 03 INSTALL TEMP. INLET 106
PROTECTION (TYP.)
03
'4-
II 11 • I I IL
LEGEND:
CONSTRUCTION BOUNDARIES - C - C - C
PROPOSED TEMP. INLET PROTECTION
PROPOSED TEMP. ROCK CHECK DAM

PROPOSED TEMP. SILT FENCE
RIP RAP APRON ENERGY DISSIPATOR El
PROPOSED CONSTRUCTION ENTRANCE
129
130

108 109
107

• / 1 '4l / \ p \ \
• • ?? 114
?S ?•?_? ?° ? 115 v??? ?- / ?i ,? ? / ??\?
/ 0.9\ ?2 ?\ _1°? 116 / \ _?L \ u ,' \
- 105
- 104
103
102
• oi? 117 J ao? J ' ? ; 101
? ? 9 ?, ?° 118 •i\ \ ??aaa a?/ •<y e ° / 122
1? •/oa`? ",'?! -.?? ?- 124
119 a • ?" ?J-?
?'// ° > l 135 120 ti ° • o ? ? /
v 121 ? ? ?v I ?
4 /? 128
?? ?\ • ° • 123 3 ?.??0®/???/ ?!1 ?/ ?/ fj? _
/ s0? Q- v?. Q /. i t f
127
\ 1 INSTALL TEMP. INLET
/? • PROTECTION INSTALL II / r ,12$ z....,QM 1 II I \ , ENTRANCE TEMP. CONSTRUCTION
/ y
A • `?1 100 u ti
?P?P RIP?RAP ENERGY
I (l l I / ?'? ° • ° INSTALL TEMP. ROCK CHECK DAM
• EXISTING RIP RAP CHANNEL TO
11?y?\ e~ ?-? / / i / • REMAIN (TYP.)
I,.. v
-0 % \'
•
STATIONS LINE SHEET NUMBER STRUCTURE NUMBER(S)
10+50 TO SM18+78.75 L1B 8 & 9 100, 101, 102, 103, 104, 105, 106, 107
10+25 TO STA. 14+DO L3 15 & 16 129, 130, 131, 132, 137
11+00 TO STA. 21+00 Y1 11, 12, 13 100, 111, 112, 113, 114, 115, 116
117, 118, 119, 120, 121, 122, 123, 124
11+D0 TO STA 13+66.64 Y2 10 1030. 1038, 103C
10+75 TO S TA 11+56.43 Y3 9 108, 109
10+00 TO STA. 10+50 Y4 16 137
12+00 TO STA. 11+75 Y5 16 143, 144
20+00 TO STA. 23+00 Y5A 17 138, 139, 140, 141, 142
10+00 TO STA. 11+50 Y7 14 125, 126. 127, 128
PREPARED BY.
Out USINnMSTIZUCTLW
OF CAROLINA, INC.
1043 E. MOREHEAD STREET SUITE 203
CHARLOTTE, NORTH CAROLINA 28204
112
113
? r
u
1;/< 2m-" 'y- 1 -1-1
o
C
142 ? I / ?/ _!
INSTALL TEMP. SILT FENCE (TYP.)
INSTALL TEMP. CONSTRUCTION ENTRANCE
141 140
138 PROP. RIP RAP ENERGY DISSIPATOR CHARLEST
139
INSTALL TEMP. SILT FENCE (TIP.) ON/MONROE
INSTALL TEMP. INLET PROTECTION (TYP.)
FINAL DRAWING
Not Released For Construction
DRAINAGE IMPROVEMENTS

Cl1A UMTE. LIB - MAIN CHANNEL
ENGINEERING& PROPERTY
NT EROSION CONTROL PLAN
MANAGEME -
FAST (OAST 9AL\Xw U9 u9
910-81 IMA M8Y WEIXfD OP MPROYfDOY DA'R

z,
r
N< N

N0.
DAR
BY
RBtt51M °,.-?a,z
JW NO -60
FCA?E ?
F
CADfII£fA1N EC2 EC5
4
LEGEND:
/
!
1
/
!
/
C
I /
/
J
r
\
?® \ !.%
®e ® \
e e
9
® I®
1
I i
R ® ® e ! i
/
I / / / ®®! a I® \.\ %
\ I l e I I 1 \_ / //
1 V I e I l e 1. \
I i \ eA I A i `,
11 A II II II X11 it v\
\ ! \I L ® II ? II ®® ? %%
I i ; I\e \\ II
I /
/
I
I I I \ II I\ i
J I I AV A /
\ I I \\ ? \ \ /? 160
I / \ 158
\
<
®
156
, INSTALL TEMP. ? EDK DAM \A
A ,
II?51 IE11P CONSTRUCTION ENTRANCE
INSTALL-TEMP-ROCK CHECK DAM
e so Cl C # ® -
....;® ®® / INSTALL TEMP. A( CHECK D
PROP. RIP RAP ENER6Y.DISSI
N \:
PROP. TEMP. SILT FEN Y ,/
i \ 11? :V
I
rl / l ;•
15
?- ! i ??` / !/( 159
G
\ \, \
\ 163 ?>?% i. / \
® iii % 4y \
191
v \
v v'A / 1 ®
\
1' \
:'/ L \ \ INSTALL TEMP. INLET PROTECTION (TIP.) /
162 \ \/
/ t \ \\\ \'. \ \® INSTALL TEMP, INLET PROTttgON (TYP.)
161 \ / D QP. \ -T-FENCE
18OP. RIP AP ENEiRG'T' '_ \ I
\ \ 4
\
\ i
CONSTRUCTION BOUNDARIES - C - c - C -
PROPOSED TEMP. INLET PROTECTION
PROPOSED TEMP. ROCK CHECK DAM
PROPOSED STONE INLET
SEDIMENT TRAP

PROPOSED TEMP. SILT FENCE
RIP RAP APRON ENERGY OISSIPATOR
PROPOSED CONSTRUCTION ENTRANCE
PREPARED BY:
I?1 USINFRMTRUCTM
OF CAROLINA, INC.
1043 E. MOREHEAD STREET, SUITE 203
CHARLOTTE, NORTH CAROLINA 28204
i
1n45 \ , 147
/ 146 i ,^ \ Yy?,l !/' 1\
// \\ / , ®\ ,?\\O \? \\ 150 ///.
x1?y \ O
151
®^
/ r ®? v ii/ ?? ® AA A ® \
-A V , \VA
\ec
7
/
STATIONS LINE SHEET NUMBER STRUCTURE NUMBER(S)
21+00 TO STA. 24+50 L5 20 161, 162, 163
TO STA. L6 21
10+00 TO STA. 13+38.93 Y4 18 145, 146, 147, 148, 149, 150
22+00 TO STA. 23+00 Y6 18 1, 2, 3, 4
14+75 TO STA. 15+75 Y8 19 154, 155, 156, 157, 158, 159, 160

FINAL DRAWING
Not Released For Construction CHARLESTON/MONROE
DRAINAGErnrneoVEMENTS

- 14-JERILYNDRWE
LS- GLENDORA DRIVE

7
7
7
CHARLOTTE.
CHARLOTTE
,
Y4•CARYNAGE STREET, Y6 •HOLBROOK DRIVE
ENGINEERING B PROPERTY Y8-GLENDORA DRIVE
MANAGEMENT EROSION CONTROL PLAN
FIST COAST uR/4CdB us
SURVLTNBY WGABFO BY N fDOY wt9gDYF0tlY WiF
9ET W
a GATE BY ?? CBI' E - EC3 EC5
?I?rwE,pp ro• wA?
40-,.-,TT -A, IA ml_
_.
_
A A ni?_ a ns xKa1r rAw xwL K Kumm ux ns Wa.A srAMUm WP11 NX
wNAa eAw xw Kw wwsEr sr"amn,
_ mrcaun
a r w?, unuuMn Mru K x Acmmwa ww rEKaAn ar alsmucnw Aan
sroAAa xsA s1m a wom Pmr saa 0R xam Pwr
' ? ttrm rAxK rAxxc
GI01 BApI/ \ at fma ? ? ? ? ? ?nM
?p xK sro¢
A /
PLAN MEW tt1F?l a?BPG 9Kr 1NOIN1 KA! E' KItlW AYpKKt 4a10' IXN.V W]XUl x1MH
X 0 a p SmK 4RtlAO NxaA
M81 a P.11rxo Sxxf, a iDXaAY!
p WAxm IIOxf MAY Ku 5F0 I M?
NfR MINYIN. PAOhlaa'IS IXal
tl0?
I. 0.16 fM%EMK aALLKA WIYaJYN1R0M i. WIa rAKK5M40 WM YtRE NEM xCKlme 0.'SE
nwr MAr KUKs
Am xsvA HAMEA naWaMUK ww wnl If
aArwa
.EVPORARY INLET PROTECTION wow aw Ewa n on K Ute Wm ar we x
ro rw.w RaRAPtlaoauuK Mw psAr, I. aTw sASNxss xaLKwwEClm ar Ttt mASaw.r
sa4E z s1m rows suLL K Y-Y x IoXAr Xo K a n< E"wwl R'?wuA rPNmiX ?* a?ASr oar nmw vRa o I. rowwtt awimcnm mw vest wm¢ ro mwlaarwH
89aa1K arx1. as wmx Ax sa a smc
9lfiw1Sp1 ANNF 91Fa f"L RMPAIL wY ALPI814IEEFDro 9VLL K NwE
"xnll PWRe.u, K Om)RKrx TA1400mA "?""%Y. Kew WxmwEM wWE 46w?0!%AS
A4"'Ommwww"st'?n "M"rot 1anP'?wN1 ? wz nwwros To ro mrw?o rc ncmrc,mm ?imrtmE
1-I/r 101¢ 1 M BAZOK SILL 9 X013SNY, 11E fIHK 9MLL K e ? iFIMS01IP0.0?F)la N1VE Ka fONnwCILe, KOwOf
%nc rolXrwcmrl Ran uo nwuu Nw
KPUCm Pasant.
s wwm sltls PlNEKUxwmurcxarwml ar
axa s usm AaKxn ro w axwsl. owxl a z mwar [moms xlaxn K wuoMm ui1R EAa
mn. saw 1WXr a a1 m1a xaan K AsnACro.
Oxa nor RAgTK RFxO`.ffl xd OFPoAR KAM
0. n"A ar FI- asac AT
RaomalAntrwa ns xaWr a 1a ewes.
KaWnr amoxTS KMNxM N P.wE veto TEMPORARY CONSTRUCTION ROAD DETAIL
tro`aawl R MaE?aNS PKKPA6?yyy0 lmm NOr ro KNE
s4mm
dote
'. wa"P xnan °'"'° w row xa5 a rK A°rcx AM AAaM "` °° TEMPORARY SILT FENCE
a rHE mE dlr wr ?LL mAX mN1Ems°nx wi uucVAg0.01n11a a
aiWnr l"amrAlT.
>. wxs nunKMmatnax rmll ns na ant rmamne
_ _ ss?AK a ME Kamvc wAxxa THE au m K PA"fn a Knwrto
Ir_________ .. ?p??IrTM "? ?amam auwir>?
NA rma xwA xAASA avertGTK w.ML At tK MNwsn isl ua
!' z ns xxm one MOa ne.wnx wuKEaN. rorK eornN
L___________ Mwa wE Kmwc auxaE UxxW rA=mmAEf8W10 auwo-s sl
" NA xma.AOE 4a smaaxE ro K EawAC1m ro w a YMATfR nEo?w
a 9xLL Ip1&?W YFw1aDEM GWACRDN MKWai4 V IswA4c?Sla£ yy?g
F.6AN a K mYilfn.QWl6 N M HatlZCHUL AItlWFNt a Ba APRfX WLL P ? Ma 4ASe I xP Rw
e
E "
ne Mx7 L J TEMPORARY AND PERMANENT SEEDING SPECIFICATIONS
DATES TYPE RATE AAIENCMENTS
LOX MNNTMmm ARFAS
STEEP SLOPES STINY. SHADOW M DRY WL
1HE Y1-rm TO TALL n3Pn iW 10/Ma wFlONars 9WL K wIWFO AT ME

nB ISJRWS
S]xu lEfffau
mK wsP[mA
m ro/A
To 1sM- as AArzaWWwA?ad "DO
AWOILamRLL
u/Axa a lo-,o-lo nrtm?R, ar
Nws
at110. SAPES, AYER.AGE SaLS ua soro a[a www
URSIwE AM SW
w%Aa4 a lo-so-ro m1wsR.
.ras 4sm Is Tut ANms row/Acs
Ra Is-aa as PeaA 1EVmvA
A?IfYF0CL1 4o ro/AaM
1018/AOe
Hm MATNTMmm PREAB
UMMATE TO STEEP SEES, Sa1S WM AV AM M
BEIId MWpjm N0. STES A40GOAR euA K wPItO AT w4
wM a 10001x/AaP a aNM
Ab 1000
Ac/
W
ALL OARS T?F6W6IMOS! Mw
MKPaS rA[Er£t 0* 400-11018/ACa ITT
-0
? = wD dA/R INWD CN tlR5 SN.tl?L
MIlR0.lTURI/.IAL1T01E
( TU S-OPES WM MM PHr CCN. UMTTATIWS w/AtK a lo-to-,0 aBNLER.
ALL MRS NU.Y6'1YXNIC
a m art usrt nxa
r"E tALL mxiE.v 100-410 LB/AOE
aSMR AREAS "-..-a 8AN(S
DABS Ka nwx AM oE1u1s stEUe Axaasxo ro uwaxcmuns
aEarxaa
MULa
ALL OAnS aLMN SIAAW 10D w/Iro0 R rAa ww 41 Wa/vd a
W
X"a I
III IT,
w
xwn
I. ma xnux wxE,aNmxaw sroPE a +a
w? nr FINAL DRAWING cxARLESTOx/MONROE
,. A Btw01t® KMwK PM tl wAxm STONE a Aln wA0 BAllABi 41NL K IIXAIFD W"fk
TEMPORARY DIVERSION DITCH nwac "" ExwR K wW Ealplw`I"I xrz wro " "'"` smm. DRAINAGE IMPROVEMENTS
xa m a••r x ttws P?anc a mPACm awxall wAl saa xAr K usm w A awE i0A Tse a,amul:ral wlwwa. Not Relsawd For Cmsbutthm
z TIEIITAAYK XWA KYM11yMryINAtxaMN WkII WL PwlfNi lPAbKCafWMH0 a51nxkNr
AO"roma OX xMl?uli Wl"oMrQ ucmITF 1?IFAS?"ias ?OaloW -1 -
? Arr ?,"R?1rt xs's{s°w1°Ik%E"sAie4E wax CRARLOYFE.
PREPARED BY: ' WAgwG x KoAKO, IT xAME ¦ Dos x AN AMA STAWIKU wM muwEO srae XKH acW" Nm w EROSION CONTROL
Awawvn KsMOrt aAa ° sn xz atK ENGINEERING & PROPERTY
Usl USINFRASTRUCTURE a K n av nw P K a ro? ar Xe ?aa?> H LL m an PLAN DETAI- S
MANAGEMENT T. sror uAr mars A srWxw 1aAaNw oaKWAr IsRn ro4A x,ozq ro T
OF CAROLINA, INC. Acas4 TK oMSmnnw ea W M aeKwr o a A nmROInNwR
N/A MM US uR
1043 E. MOREHEAD STREET, SUITE 203 xlRVErmsr mu-y mraEUSr APWNr[BNr
CHARLOTTE, NORTH CAROLINA 28204
aT2BZIED_CONSTRUCTION ENTRANCE sxccr uP
an-m-MS NIA
?ooosnwNSxECTS?Eaa.a EC4 ECS
m. DAn BY RFIfLa' roBX0. S;UB CADalEDA1N
A
NOTES:
1. WORK IN CREEK SHALL BE PLANNED TO MINIMIZE THE NUMBER OF DAYS OF
DISTURBANCE WHENEVER POSSIBLE, WORK SHALL BE COMPLETED WITHIN A WEEK.
2. THE CONTRACTOR IS TO OBSERVE THE LOCAL WEATHER FORECASTS AND NOT BEGIN
WORK IN THE CREEK UNLESS AT LEAST THREE DAYS WITHOUT RAIN IS ANTICIPATED.
3. THE DISTURBED CREEK BED AND BANKS ARE TO BE STABIHZED BEFORE THE
WEEKEND OR WHENEVER CONSTRUCTION CEASES FOR ONE OR MORE DAYS
4. FOR LARGER CREEKS, CONSTRUCTION SHOULD OCCUR ON ONE SIDE
OF THE CREEK AT A TIME. THE FIRST SIDE SHOULD BE STABILIZED
BEFORE BEGINNING CONSTRUCTION ON THE OPPOSITE SIDE
5. A TEMPORARY PIPE OR PUMP MAY BE INSTALLED TO CONTROL
CREEK FLOW DURING GUSTRUCTON.
STREW
CONSTRUCT THREE ROCK CHECK DAMS (STD. 30.10) AT 100-FOOT
SPACING DOWN STREAM FROM THE CONSTRUCTION ZONE IF
CONDITIONS AND PROPERTY RIGHTS ALLOW.-T,
PIPE MAY BE LEFT OUT IF CROSSING IS TO BE USED AS CHECK DAM.
PIPE OPTIONAL, TO BE USED IF CROSSING IS TO BE IN PLACE LONGER
THAN 12 MONTHS. TO BE SIZED BY ENGINEER. APPROVED DATE
TOP
AP
INSTALL DIKE OR COFFERDAM IMMEDIATELY
UPSTREAM OF THE CONSTRUCTION ZONE
IF CREEK HAS BASE FLOW
M
PREPARED BY:
USINFMTRUCTLTRE
OF CAROLINA, INC.
r 1043 E. MOREHEAD STREET, SUITE 203
CHARLOTTE, NORTH CAROLINA 26204
CHARLOTTE - MECSTANDARDSKLENBURG
LAND DEVELOPMENT TEMPORARY STREAM CROSSING
ao.t4
APPROVED DATE
CHARLOTTE - MECILENBURG CONSTRUCTION WITHIN CREEK BANK
LAND DEVELOPMENT (FOR USE WITH ROAD CROSSINGS,
STANDARDS UTILITY CROSSINGS & CULVERT CONSTRUCTION) 30.16
FINAL DRAWING
Not Released For Cm stmetion CHARLESTONIMONROE
DRAINAGE IMPROVEMENTS

(RARIJUTE. EROSION CONTROL
ENGINEERING B PROPERTY
N PLAN DETAILS
MANAGEME
T
N/A MY 09 VA 603
SBBYEYEDBY -Z7 Cl!%K[DeY APWAYFD BY DATE

0002n\PIANB
NEEM ECSA s+FEr DF

RD.
oxrz
BY
nEVlsloN en-D 012
mBRD. NIA
- \
VB
<wNICPATx
EC5
EC5
F
J
GENERAL NOTES
1. TRAFFIC CONTROL PLANS (TCP) FOR THIS PROJECT CONSIST OF A SPECIFIC TRAFFIC
CONTROL PLAN AND/OR SEVERAL TYPICAL DRAWINGS AND/OR ROADWAY STANDARDS
SHOWING TRAFFIC CONTROL DEVICES TO BE USED WHERE VARIOUS TYPES OF
CONSTRUCTION ACTIVITIES ARE OCCURRING ON THIS PROJECT. THESE DRAWINGS ARE
FOR TYPICAL SITUATIONS AND SHOULD BE ADAPTED TO ACTUAL FIELD CONDITIONS
WHICH EXIST. DUE TO UNFORESEEN SITUATIONS, IT MAY BE IMPOSSIBLE TO ADAPT THE
PRESCRIBED TYPICAL DRAWING EXACTLY AS SHOWN TO THE ACTUAL FIELD SITUATIONS.
THE CONTRACTOR, AT THE DIRECTION OF THE ENGINEER, SHALL MOVE, SUPPLEMENT,
CHANGE, AND/OR REMOVE THE TRAFFIC CONTROL DEVICES ASSOCIATED WITH THESE
TYPICAL DRAWINGS AND/OR ROADWAY STANDARD DRAWINGS TO ENSURE THAT THE
MOTORIST CAN PASS THROUGH THE CONSTRUCTION AREA IN A SAFE AND EFFICIENT
MANNER.
2. CONSTRUCTION PHASING MAY DICTATE THAT TWO OR MORE TYPICAL DRAWINGS BE
USED IN ONE AREA OF CONSTRUCTION. CHANNELIZING DEVICES ASSOCIATED WITH
THESE TYPICALS SHALL BE MOVED, SUPPLEMENTED, CHANGED OR REMOVED AS
REWIRED BY THE CONSTRUCTION PHASING OF THE PLANS. THE LOCATION AND
POSITIONING OF THESE DEVICES SHALL BE APPROVED BY THE ENGINEER WHEN TWO OR
MORE TYPICALS AND/OR ROADWAY STANDARD DRAWINGS OVERLAP.
3. OPERATIONAL SIGNS ARE GENERALLY MOUNTED ON PORTABLE SUPPORTS. THESE ARE
NORMALLY USED FOR SHORT TERM OPERATIONS TO WARN AND GUIDE TRAFFIC
THROUGH OR AROUND CONSTRUCTION AREAS WITHIN A CONSTRUCTION ZONE.
OPERATIONAL SIGNS SHALL BE INSTALLED PRIOR TO THE START OF OPERATIONS AS
SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER. SIGNS SHALL BE
MAINTAINED IN PROPER POSITION AND KEPT CLEAN AND LEGIBLE AT ALL TIMES. IF NEED
BE THEY SHALL BE BALLASTED OR WEIGHTED IN SUCH A MANNER THAT THEY WILL BE
STABLE UNDER WAND AND VEHICLE ACTION. BALLASTING SHALL BE DONE WITH
SANDBAGS OR OTHER YIELDING MATERIALS PLACED IN SUCH A MATTER THAT THEY DO
NOT BECOME MISSILES OR CAUSE UNREASONABLE DAMAGE IF HIT. SIGNS SHALL BE
REMOVED WHEN NOT APPLICABLE. THE BOTTOM OF PORTABLE SIGNS SHALL BE A
MINIMUM OF 1 FOOT ABOVE THE PAVEMENT SURFACE.
4. THE CONTRACTOR SHALL MARK ALL HAZARDS WITHIN THE LIMITS OF THE PROJECT NTH
WELL-MAINTAINED SIGNS, BARRICADES, WARNING AND/OR CHANNELIZING DEVICES.
THESE DEVICES SHALL BE MOVED, SUPPLEMENTED, CHANGED OR REMOVED AS REQUIRED
DURING THE PROGRESS OF CONSTRUCTION AS APPROVED BY THE ENGINEER.
5. FLAGGER'S ATTIRE SHALL INCLUDE A FLUORESCENT ORANGE VEST, SHIRT, OR JACKET
WORN AS THE OUTER LAYER OF CLOTHING. THE FLAGGER SHALL BE EQUIPPED WITH A
STOP/SLOW PADDLE (SEE MUTCD, PART M. CHAPTER 6E). RED FLAGS WILL BE
ACCEPTABLE IN LIEU OF THE PADDLE IN EMERGENCY SITUATIONS ONLY. FLAGGERS,
PROPERLY EQUIPPED AND INSTRUCTED, WALL BE PROVIDED BY THE CONTRACTOR AND
STATIONED AT THE LOCATIONS SPECIFIED OR AS DIRECTED BY THE ENGINEER. A
FLUORESCENT ORANGE CAP MAY BE REQUIRED.
6. THE CONTRACTOR SHALL FURNISH, INSTALL, RELOCATE AND MAINTAIN ALL TRAFFIC
CONTROL DEVICES, SIGNS, BARRICADES, WARNING AND/OR CHANNELIZING DEVICES FOR
WORK SITES AND DETOUR ROUTES AS SHOWN IN TRAFFIC CONTROL PLANS UNLESS
OTHERWISE SPECIFIED.
7. WORK ON THE PROJECT OR ANY SEPARATE ACTIVITY THEREIN SHALL NOT START UNTIL
ALL OF THE REQUIRED SIGNS, BARRICADES, WARNING AND/OR CHANNELIZING DEVICES
ARE INSTALLED AND APPROVED BY THE ENGINEER, INCLUDING DEVICES INVOLVING THE
ROUTING OF TRAFFIC OVER ROADS OUTSIDE THE LIMITS OF THE PROJECT.
8. THE PLANS OR SPECIAL PROVISIONS SHALL DESIGNATE WHETHER THE CONTRACTOR
WILL BE REQUIRED TO RELINQUISH ANY EQUIPMENT (TEMPORARY CRASH CUSHIONS,
VEHICLE-MOUNTED TEMPORARY IMPACT ATTENUATORS, AND VEHICLE-MOUNTED
VARIABLE MESSAGE MATRIX SIGNS) TO THE CITY AFTER THE PROJECT IS COMPLETED.
THE CONTRACTOR MAY BE REWIRED TO DELIVER THE ABOVE EQUIPMENT AS DIRECTED
BY THE ENGINEER TO THE CHARLOTTE DEPARTMENT OF TRANSPORTATION:
TRANSPORTATION OPERATIONS DIVISION
3701 CRAIG AVENUE
CHARLOTTE, NORTH CAROLINA 28211
9. CONSTRUCTION SIGNS AND BARRICADES SHALL REMAIN IN PLACE UNTIL PERMANENT
SIGNS AND PAVEMENT MARKINGS ARE INSTALLED.
10. THE CONTRACTOR SHALL PERFORM ALL WORK IN ACCORDANCE PATH CITY OF
CHARLOTTE NOISE ORDINANCE.
11. WHERE CONSTRUCTION IS IN OR NEAR A CREST VERTICAL OR HORIZONTAL CURVE, WORK
AREA SHALL BE EXTENDED SO THAT LANE CLOSURE BEGINS IN ADVANCE OF THE CURVE
AND MINIMUM STOPPING SIGHT DISTANCE IS MET.
12. THE CONTRACTOR SHALL NOT WORK ON BOTH SIDES OF THE ROAD SIMULTANEOUSLY
WITHIN THE SAME AREA.
13. AT THE END OF EACH WORKDAY. THE CONTRACTOR SHALL BE REQUIRED TO BACKFILL
UP TO THE EDGE AND ELEVATION OF EXISTING PAVEMENT IN AREAS ADJACENT TO AN
OPEN TRAVEL LANE THAT HAVE A DROPOFF OF MORE THAN 3" (SEE DETAIL A, SHEET TC1).
14. WHEN PERSONNEL AND/OR EQUIPMENT ARE WITHIN 3' OF THE EDGE OF AN OPEN TRAVEL
LANE, THE CONTRACTOR SHALL REFER TO THE TRAFFIC CONTROL PLAN OR NCDOT
ROADWAY STD. DWG. NO. 1101.02 FOR THE APPROPRIATE LANE CLOSURE AND STD. DWG.
1101.11 FOR THE APPROPRIATE TAPER LENGTHS AND SIGNAGE SPACING.
15. AT NIGHT AND DURING PERIODS OF CONSTRUCTION INACTIVITY, THE CONTRACTOR SHALL PLACE
DRUMS 3' FROM EDGE OF TRAVEL LANES.
" PREPARED BY:
G USINFRASTRUCTURE
OF CAROLINA, INC.
y 1043 E. MOREHEAD STREET, SUITE 203
CHARLOTTE, NORTH CAROLINA 28204
TRAFFIC CONTROL NOTES
GENERAL NOTES, CONTINUED
16. THE PROJECT NOTES ARE NOT INTENDED TO BE USED AS GENERAL NOTES FOR THE
PROJECT. THEY ARE TO BE USED AT SPECIFIC LOCATIONS AS REQUIRED BY THE PHASES
OF THE TRAFFIC CONTROL PLAN.
17. SEE NCDOT ROADWAY STANDARD DRAWING NOS. 1115.01, 1130.01, 1135.01, 1145.01,
1170.01, AND 1205.01 FOR DETAILS ON TEMPORARY TRAFFIC CONTROL DEVICES.
18. DURING PERIODS OF CONSTRUCTION INACTIVITY, ALL CONSTRUCTION MATERIALS AND
EQUIPMENT SHALL BE STORED NOT CLOSER THAN 10' FROM ANY TRAVEL LANES..
19. CONES MAY BE USED FOR DAYTIME CONSTRUCTION ACTIVITY ONLY.
20. WHEN CONSTRUCTION OPERATIONS ARE IN OR NEAR A SIGNALIZED INTERSECTION, THE
CONTRACTOR MAY BE REQUIRED TO SUPPLY AN OFF-DUTY POLICE OFFICER TO CONTROL
TRAFFIC.
21. ALL TRAVEL LANES SHALL BE OPEN DURING PERIODS OF CONSTRUCTION INACTIVITY
UNLESS OTHERWISE INDICATED ON THE PLANS.
22. THE DIFFERENCE IN PAVEMENT ELEVATION SHALL NOT BE GREATER THAN 1 INCH
DURING PERIODS OF CONSTRUCTION INACTIVITY.
23. THE CONTRACTOR SHALL MAINTAIN A SMOOTH TRANSITION FROM EXISTING PAVEMENT
TO PROPOSED PAVING OPERATION.
24. THE CONTRACTOR SHALL CONTACT THE CHARLOTTE DEPT. OF TRANSPORTATION
IMPLEMENTATION SECTION MANAGER (GUS JOR01/704-336-7086)IN WRITING ONE WEEK
BEFORE BEGINNING CONSTRUCTION AND TWO WEEKS BEFORE INSTALLING THE FINAL
SURFACE COURSE IN ORDER TO INSURE PROPER COORDINATION OF SIGNAL RELOCATIONS
AND PLACEMENT OF PERMANENT SIGNS.
25. THE CONTRACTOR SHALL CONTACT THE CHARLOTTE DEPT. OF TRANSPORTATION
IMPLEMENTATION SECTION MANAGER (GUS JORDI/704-336-7086) WHEN THE NUMBER OF
TRAVEL LANES ARE REDUCED FROM NORMAL CONDITIONS OR THE STREET IS REQUIRED
TO BE CLOSED. EXCEPT FOR EMERGENCIES, THE FOLLOWING NOTIFICATION IS REQUIRED:
A. CLOSING ONE (1) OR MORE TRAVEL LANES - FIVE (5) WORKING DAYS PRIOR
TO THE SCHEDULED WORK.
B. CLOSING A STREET - TEN (10) WORKING DAYS PRIOR TO THE SCHEDULED WORK,
26. A SINGLE BARRICADE OR DRUM SHALL NOT BE PLACED ALONE IN A TRAVEL LANE.
27. THE CONTRACTOR SHALL NOT BE ALLOWED TO STOP TRAFFIC FOR MORE THAN 5
MINUTES AT A TIME IN ANY DIRECTION.
28. A TRAVEL LANE SHALL NOT BE MADE LESS THAN 10' VIDE UNLESS OTHERWISE
INDICATED ON THE PLANS.
29. TWO DIRECTIONS OF TRAFFIC FLOW MUST BE PHYSICALLY SEPARATED WHENEVER
TRAFFIC MUST BE ROUTED ACROSS THE CENTERLINE MARKING.
30. PROJECT APPROACH SIGNING SHALL BE PLACED ONE (1) WEEK PRIOR TO ACTUAL
CONSTRUCTION.
31. THE CONTRACTOR SHALL NOT REMOVE, RELOCATE OR OBSTRUCT ANY EXISTING
PERMANENT SIGNS WITHIN THE CONSTRUCTION LIMITS. ALL PERMANENT SIGNS WILL
BE FURNISHED, INSTALLED, REMOVED OR RELOCATED BY CDOT. THE CONTRACTOR
SHALL CONTACT THE COOT IMPLEMENTATION SECTION MANAGER (GUS JORDI/704-336-7086)
TO ARRANGE FOR REMOVAL OR RELOCATION OF EXISTING PERMANENT SIGNS OR
TEMPORARY RELOCATION OF BUS STOP SIGNS.
32. ALL PIPE INSTALLATION WORK SHALL BE DONE USING TRENCHING OR SHORING METHODS.
NO BENCHING PALL BE ALLOWED.
FINAL DRAWING
Not Released For Constim"On
PROJECT NOTES
1. THE WORK COVERED HEREIN SHALL BE IN ACCORDANCE WTH THE PLANS AND SPECIFICATIONS.
IT SHALL ALSO BE IN ACCORDANCE NTH THE CURRENT EDITIONS OF THE CITY OF
CHARLOTTE "WORK AREA TRAFFIC CONTROL HANDBOOK" (W.A.T.C.H.), "STANDARD
SPECIFICATIONS FOR ROADS AND STRUCTURES" OF NORTH CAROLINA DEPARTMENT OF
TRANSPORTAION AND MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD)
INCLUDING ALL STANDARD DOCUMENTS REFERRED TO IN THE SECOND PARAGRAPH OF
SECTION 1A-11. THE CURRENT EDITION SHALL BE THE CURRENT EDITION ON THE DATE OF
ADVERTISEMENT FOR THE PROJECT.
2. THE CONTRACTOR SHALL NOT NARROW OR CLOSE ANY LANE OF TRAVELWAY ON
THOROUGHFARES DURING THE PEAK HOURS OF 7:00 AM TO 9:00 AM AND 4:00 PM TO
6:00 PM MONDAY THROUGH FRIDAY, UNLESS OTHERWISE INDICATED ON PLANS. OFF-PEAK
HOURS ARE DEFINED AS ANY HOURS OTHER THAN INDICATED ABOVE.
3. CHANNELIZING DEVICES IN WORK AREAS SHALL BE ON CENTERS APPROXIMATELY
EQUAL TO POSTED SPEED LIMIT IN TANGENT AREAS AND TAPERS, AND ON 10' CENTERS
IN RADII AND SHALL BE SET 3' OFF THE EDGE OF TRAVELWAY, UNLESS OTHERWISE
INDICATED ON THE PLANS.
4. BY THE END OF EACH WORKDAY, THE CONTRACTOR SHALL REPLACE ANY EXISTING
PAVEMENT MARKINGS WHICH HAVE BEEN OBLITERATED BY CONSTRUCTION
PROCEDURES.
5. THE CONTRACTOR SHALL MAINTAIN INGRESS AND EGRESS TO ALL BUSINESSES AND
DWELLINGS AFFECTED BY THE PROJECT. SPECIAL ATTENTION SHALL BE PAID TO FIRE
HYDRANTS AND FIRE STATIONS.
6. THE CONTRACTOR SHALL REMOVE ANY CONFLICTING TEMPORARY PAVEMENT MARKINGS
AND INSTALL APPROPRIATE PAVEMENT MARKINGS AT THE END OF EACH WORKDAY.
7. THE CONTRACTOR SHALL SUPPLY, INSTALL, AND MAINTAIN ALL TEMPORARY PAVEMENT
MARKINGS AS REQUIRED DURING CONSTRUCTION OPERATIONS. THE CONTRACTOR
SHALL NOTIFY THE COOT IMPLEMENTATION SECTION MANAGER (GUS JORDI/704-336-7086)
A MINIMUM OF TWO (2) WEEKS (14 CALENDAR DAYS) IN ADVANCE PRIOR TO MAKING
CHANGES.
8. ALL CHANNEUZATION DEVICES AND HAZARD IDENTIFICATION DEVICES SUCH AS
BARRICADES, DRUMS, ETC. USED AT NIGHT SHALL HAVE WARNING LIGHTS AS SPECIFIED
IN THE MUTCD. STEADY BURN LIGHTS SHALL BE USED TO DELINEATE THE EDGE OF THE
TRAVELED WAY, DETOUR CURVES, LANE CLOSURES AND OTHER SIMILAR CONDITIONS.
FLASHING WARNING LIGHTS SHALL BE USED TO DELINEATE INDIVIDUAL HAZARDS.
SEQUENCE OF OPERATION
1. REFER TO THE TRAFFIC CONTROL PHASING IN THE TRAFFIC CONTROL PLANS AND/OR
PROJECT SPECIAL PROVISIONS FOR TRAFFIC CONTROL.
DETAIL "A"
3' OR MORE
TRAVD.WAY
f ?
SIAUCTUAALLY SWNO
TO BE AMAIFRVL
TO BE ncco
BACKFILL DETAIL
(NOT TO SCATE)

? CHARLESTON/MONROE
DRAINAGE IMPROVEMENTS

Tr?TF
i
l R
,
OL
l
tt
ENGINEERING N TRAFFIC CONTR
MANAGEMENT
N/A AWI U3 UA A 03
NRVEYfOSY vuvnxrn 9Y c>letxmeY ANRO fOBY 411E

r
l
SLT
Ta
o"c we a
sn-W-NI N/A
mztscR
pLANSI
.
\a
S\
TCl
TC6
J
THE CONTRACTOR SHALL FOLLOW THE PHASING AS DESCRIBED HEREIN. THE CONTRACTOR SHALL
COMPLETE THE REQUIREMENTS OF EACH CONSTRUCTION PHASE IN SEQUENCE. WHEN A CONSTRUCTION
PHASE IS DIVIDED INTO STEPS, THE CONTRACTOR SHALL COMPLETE THE REQUIREMENTS OF EACH STEP IN
SEQUENCE. (EXAMPLE: THE REQUIREMENTS OF PHASE I SHALL BE COMPLETED BEFORE PROCEEDING TO
PHASE II. THE REQUIREMENTS OF STEP 1 OF PHASE I SHALL BE COMPLETED BEFORE PROCEEDING TO
STEP 2 OF PHASE I,) ALL WORK DESCRIBED IN THE PROJECT PHASING SHALL BE PERFORMED BY THE
CONTRACTOR, EXCEPT WHERE IT IS SPECIFIED FOR CERTAIN WORK TO BE PERFORMED BY OTHERS.
THE FOLLOWING PHASING REFERS TO SPECIFIC TRAFFIC CONTROL DRAWINGS SHOWN OR DIAGRAMS FROM THE
WORK AREA TRAFFIC CONTROL HANDBOOK (WATCH) PUBLISHED BY CDOT AND SHOWN ON TC6. THE CONTRACTOR
SHALL FOLLOW THESE PROCEDURES AND DIAGRAMS. IF THESE PROCEDURES AND/OR DIAGRAMS ARE NOT
TYPICAL FOR THE FIELD CONDITIONS, THE DIAGRAMS MAY BE COMBINED OR ALTERED UPON APPROVAL OF THE
ENGINEER. THE STANDARDS, PROCEDURES AND DIAGRAMS SHOWN W THE TRAFFIC CONTROL PLANS OR IN THE
WORK AREA TRAFFIC CONTROL HANDBOOK (WATCH) ARE THE MINIMUM REQUIRED. ADDITIONAL SIGNS, CONES,
BARRICADES, AND WARNING DEVICES MAY BE USED, BUT AT NO TIME WILL LESS THAN WHAT IS SPECIFIED IN
THE STANDARDS, PROCEDURES AND DIAGRAMS BE ACCEPTABLE
AT THE END OF EACH PHASE OF CONSTRUCTION, THE CONTRACTOR SHALL STABILIZE THE AREA BY
TEMPORARILY SEEDING AND MULCHING THE DISTURBED LIMITS
INGRESS AND EGRESS MUST BE MAINTAINED TO INDIVIDUAL HOMES AND BUSINESSES DURING CONSTRUCTION.
THE CONTRACTOR SHALL BACKFILL TRENCHES AT THE END OF EACH WORK DAY IN ACCORDANCE NTH DETAIL A
ON SHEET TCT AND REOPEN THE TRAVEL LANES TO TRAFFIC. IF UNABLE TO PROPERLY BACKELL THE TRENCH,
THE CONTRACTOR SHALL COVER THE TRENCH NTH STEEL PLATES AND SECURE THE STEEL PLATES AGAINST
SLIPPAGE. THE PLATES MUST BE ABLE TO WITHSTAND HS20 TRAFFIC LOADING. NO TRENCH SHALL BE LEFT
UNFILLED OR UNCOVERED DURING ANY PERIOD OF CONSTRUCTION INACTIVITY.
THE PROJECT SHALL BE DIVIDED INTO THE FOLLOWING WORK AREAS FOR CONSTRUCTION OF DRAINAGE
IMPROVEMENTS:
WORK AREA WORCASTER AND ERINSHIRE
WORK AREA 2 CHARLESTON, ALBRIGHT. BETHANY, HARCOURT, YARDLEY
WORK AREA & GLENDORA
WORK AREA HOLBROOK,CARTHAGE
CONSTRUCTION ACTIVITY SHALL BE LIMITED TO TWO (2) STREETS AT A TIME PER WORK AREA WITH THE
EXCEPTION OF WORK AREA 1 (SEE PHASING FOR WORK AREA 1). THE CONTRACTOR SHALL PROVIDE MINIMUM
STABILIZATION AS DEFINED IN THE PROJECT SPECIAL PROVISIONS FOR THE CURRENT STREETS IN THE WORK
AREA PRIOR TO PROCEEDING TO THE NEXT STREETS IN THAT WORK AREA THE CONTRACTOR SHALL COMPLETE
ALL BOX CULVERT IMPROVEMENTS AT ERINSHIRE PRIOR TO PROCEEDING TO WORK AREAS 2 AND 3. THE
CONTRACTOR MAY WORK CONCURRENTLY WITHIN WORK AREAS 2, 3, 4, AND THE WORCASTER PORTION OF WORK
AREA 1. ALL WORK SHALL FOLLOW THE TRAFFIC CONTROL PHASING LISTED BELOW:
WORK AREA 1:
IMPROVEMENTS FORCING THE CLOSURE OF ONE LANE (SEE SHEETS TC3 AND TC4) MAY NOT BE DONE
CONCURRENTLY ON WORCASTER AND ERINSHIRE. AT LEAST ONE OF THESE TWO STREETS SHALL HAVE TWO
LANES OF TRAFFIC OPEN AT ALL TIMES.
ERINSHIRE
PHASE I: (DIAGRAM NOT SHOWN)
THE CONTRACTOR SHALL PLACE ALL CONSTRUCTION WARNING SIGNS ONE WEEK PRIOR TO THE BEGINNING OF
WORK IN ACCORDANCE NTH THE WATCH HANDBOOK. THE ADVANCE WARNING SIGNS SHALL BE PLACED ON ALL
APPROACHES AND SHALL REMAIN IN PLACE UNTIL ALL CONSTRUCTON IS COMPLETED.
PHASE I1: (WATCH DIAGRAMS 2, 3, 4, 6 & 9, DIAGRAM A)
STEP 1:
THE CONTRACTOR SHALL CONSTRUCT THE DOWNSTREAM CHANNEL IMPROVEMENTS USING:
WATCH DIAGRAM 2 - WORK AREA ON SHOULDER (6' OR MORE FROM PAVEMENT)
STEP 2:
THE CONTRACTOR SHALL CONSTRUCT THE UPSTREAM TEMPORARY LANE SHOWN ON PHASE III OF TC3 USING:
WATCH DIAGRAM 2 - WORK AREA ON SHOULDER (6' OR MORE FROM PAVEMENT)
WATCH DIAGRAM 3 - WORK AREA ON SHOULDER (2' TO 6' FROM PAVEMENT)
WATCH DIAGRAM 4 - WORK AREA ON SHOULDER (MINOR ENCROACHMENT ON PAVEMENT)
WATCH DIAGRAM 6 - WORK AREA IN TRAVEL LANE (MAINTAINING 2-WAY TRAFFIC)
WATCH DIAGRAM 9 - TWO-WAY, ONE-LANE TRAFFIC (FLAGGER CONTROL)
PHASE III: (DIAGRAM A)
STEP 1:
INSTALL TRAFFIC CONTROL MEASURES AND SHIFT TRAFFIC TO THE NEW TRAFFIC PATTERN ON THE UPSTREAM
TEMPORARY LANE USING PHASE 111-DIAGRAM A ON SHEET TC3.
STEP 2:
THE CONTRACTOR SHALL SAWCUT THE EXISTING CURB & GUTTER AND ASPHALT; REMOVE EXISTING CURB &
GUTTER AND ASPHALT; AND CONSTRUCT THE PROPOSED DOWNSTREAM ENDWALL AND DOUBLE 10' X 6' BOX
CULVERT FROM STATION 22+12 TO STATION 22+54 FOR THE LEFT BOX CULVERT AND TO STATION 22+48 FOR
THE RIGHT BOX CULVERT.
STEP 3:
THE CONTRACTOR SHALL CONSTRUCT THE DOWNSTREAM TEMPORARY LANE USING PHASE IV-DIAGRAM B ON
SHEET TC3
PHASE IV: (DIAGRAM B)
STEP 1:
INSTALL TRAFFIC CONTROL MEASURES AND SHIFT TRAFFIC TO THE NEW TRAFFIC PATTERN ON THE DOWNSTREAM
TEMPORARY LANE USING PHASE IV-DIAGRAM B ON SHEET TC3.
STEP 2
THE CONTRACTOR SHALL SAWCUT THE EXISTING CURB & GUTTER AND ASPHALT; REMOVE EXISTING CURB &
GUTTER AND ASPHALT; AND CONSTRUCT THE PROPOSED DRAINAGE IMPROVEMENTS, AS MUCH AS POSSIBLE.
STEP 3:
THE CONTRACTOR SHALL INSTALL ASPHALT (EXCEPT THE TOP LAYER OF SURFACE COURSE).
PREPARED BY:
USINnMTRUCTUU
OF CAROLINA, INC.
1043 E. MOREHEAD STREET, SUITE 203
CHARLOTTE, NORTH CAROLINA 28204
TRAFFIC CONTROL NOTES
PHASE V. (WATCH DIAGRAMS 2, 3, 4, 6, 9, & DIAGRAM B)
SHIFT TRAFFIC BACK TO NORMAL TRAFFIC PATTERNS. THE CONTRACTOR SHALL CONSTRUCT THE UPSTREAM
ENDWALL FOR THE PROPOSED DOUBLE 10' X 6' BOX CULVERT. THE CONTRACTOR SHALL CONSTRUCT REMAINING
IMPROVEMENTS USING;
WATCH DIAGRAM 2 - WORK AREA ON SHOULDER (6' OR MORE FROM PAVEMENT)
WATCH DIAGRAM 3 - WORK AREA ON SHOULDER (2' TO 6' FROM PAVEMENT)
WATCH DIAGRAM 4 - WORK AREA ON SHOULDER (MINOR ENCROACHMENT ON PAVEMENT)
WATCH DIAGRAM 6 - WORK AREA IN TRAVEL LANE (MAINTAINING 2-WAY TRAFFIC)
WATCH DIAGRAM 9 - TWO-WAY, ONE-LANE TRAFFIC (FLAGGER CONTROL)
WORCASTER
PHASE I: (DIAGRAM NOT SHOWN)
THE CONTRACTOR SHALL PLACE ALL CONSTRUCTION WARNING SIGNS ONE WEEK PRIOR TO THE BEGINNING OF
WORK IN ACCORDANCE NTH THE WATCH HANDBOOK. THE ADVANCE WARNING SIGNS SHALL BE PLACED ON ALL
APPROACHES AND SHALL REMAIN IN PLACE UNTIL ALL CONSTRUCTION IS COMPLETED.
PHASE II: (WATCH DIAGRAMS 2, 3, 4, 6 & 9)
THE CONTRACTOR SHALL INSTALL THE DOWNSTREAM ENDWALL, 31 LF OF 48" RCP, THE BOX FOR STRUCTURE 6
AND ONE SECTION EACH OF THE TWIN 36" DIP TO STATION 15+05t; COVER THE BOX WTH TRAFFIC BEARING
STEEL PLATING, PROVIDE DRAINAGE TO THE CREEK FROM THE LOW POINT IN THE ROAD AND CONSTRUCT THE
TEMPORARY LANE SHOWN ON PHASE III OF SHEET TC4 USING:
WATCH DIAGRAM 2 - WORK AREA ON SHOULDER (6' OR MORE FROM PAVEMENT)
WATCH DIAGRAM 3 - WORK AREA ON SHOULDER (2' TO 6' FROM PAVEMENT)
WATCH DIAGRAM 4 - WORK AREA ON SHOULDER (MINOR ENCROACHMENT ON PAVEMENT)
WATCH DIAGRAM 6 - WORK AREA IN TRAVEL LANE (MAINTAINING 2-WAY TRAFFIC)
WATCH DIAGRAM 9 - TWO-WAY, ONE-LANE TRAFFIC (FLAGGER CONTROL)
PHASE III: (DIAGRAM C)
STEP t
INSTALL TRAFFIC CONTROL MEASURES AND SHIFT TRAFFIC TO THE NEW TRAFFIC PATTERN ON THE DOWNSTREAM
TEMPORARY LANE USING PHASE III-DIAGRAM C ON SHEET TC4.
STEP 2:
THE CONTRACTOR SHALL SAWCUT THE EXISTING CURB & GUTTER AND ASPHALT; REMOVE EXISTING CURB &
GUTTER AND ASPHALT; AND CONSTRUCT THE PROPOSED DRAINAGE IMPROVEMENTS TO STATION 15+20t.
STEP 3:
THE CONTRACTOR SHALL INSTALL ASPHALT (EXCEPT THE TOP LAYER OF SURFACE COURSE).
PHASE IV: (WATCH DIAGRAMS 2, 3, 4, 6 & 9)
SHIFT TRAFFIC BACK TO NORMAL TRAFFIC PATTERNS. THE CONTRACTOR SHALL CONSTRUCT THE REMAINING
IMPROVEMENTS USING:
WATCH DIAGRAM 2 - WORK AREA ON SHOULDER (6' OR MORE FROM PAVEMENT)
WATCH DIAGRAM 3 - WORK AREA ON SHOULDER (2' TO 6' FROM PAVEMENT)
WATCH DIAGRAM 4 - WORK AREA ON SHOULDER (MINOR ENCROACHMENT ON PAVEMENT)
WATCH DIAGRAM 6 - WORK AREA IN TRAVEL LANE (MAINTAINING 2-WAY TRAFFIC)
WATCH DIAGRAM 9 - TWO-WAY, ONE-LANE TRAFFIC (FLAGGER CONTROL)
YARDLEY
PHASE I: (DIAGRAM NOT SHOWN)
THE CONTRACTOR SHALL PLACE ALL CONSTRUCTION WARNING SIGNS ONE WEEK PRIOR TO THE BEGINNING OF
WORK IN ACCORDANCE NTH THE WATCH HANDBOOK. THE ADVANCE WARNING SIGNS SHALL BE PLACED ON ALL
APPROACHES AND SHALL REMAIN IN PLACE UNTIL ALL CONSTRUCTION IS COMPLETED.
PHASE II: (WATCH DIAGRAMS 2, 3, 4, 6 & 9)
THE CONTRACTOR SHALL INSTALL THE ENDWALL AND SECTIONS FOR THE PROPOSED 8' X 4' BOX CULVERT TO
STATION 13+75t; OTHER STORM DRAINAGE IMPROVEMENTS, CURB & GUTTER, DRIVEWAYS AND THE TEMPORARY
LANE SHOWN ON PHASE III OF SHEET TC5 USING:
WATCH DIAGRAM 2 - WORK AREA ON SHOULDER (6' OR MORE FROM PAVEMENT)
WATCH DIAGRAM 3 - WORK AREA ON SHOULDER (2' TO 6' FROM PAVEMENT)
WATCH DIAGRAM 4 - WORK AREA ON SHOULDER (MINOR ENCROACHMENT ON PAVEMENT)
WATCH DIAGRAM 6 - WORK AREA IN TRAVEL LANE (MAINTAINING 2-WAY TRAFFIC)
WATCH DIAGRAM 9 - TWO-WAY, ONE-LANE TRAFFIC (FLAGGER CONTROL)
PHASE III: (DIAGRAM D)
STEP 1:
INSTALL TRAFFIC CONTROL MEASURES AND SHIFT TRAFFIC TO THE NEW TRAFFIC PATTERN ON THE TEMPORARY
LANE USING PHASE III-DIAGRAM D ON SHEET TC5.
STEP 2:
THE CONTRACTOR SHALL COMPLETE THE 8' X 4' BOX CULVERT TO STATION 14+00 AND INSTALL CURB &
GUTTER, ASPHALT (EXCEPT THE TOP LAYER OF SURFACE COURSE) AND DRIVEWAYS. "NOTE - IMPROVEMENTS TO
CHARLESTON DRIVE MAY BE DONE CONCURRENTLY USING WATCH DIAGRAMS LISTED FOR THAT AREA
PHASE IV: (WATCH DIAGRAMS 2, 3, 4, 6 & 9)
SHIFT TRAFFIC BACK TO NORMAL TRAFFIC PATTERNS THE CONTRACTOR SHALL CONSTRUCT REMAINING
IMPROVEMENTS USING:
WATCH DIAGRAM 2 - WORK ARCH ON SHOULDER (6' OR MORE FROM PAVEMENT)
WATCH DIAGRAM 3 - WORK AREA ON SHOULDER (2' TO 6' FROM PAVEMENT)
WATCH DIAGRAM 4 - WORK AREA ON SHOULDER (MINOR ENCROACHMENT ON PAVEMENT)
WATCH DIAGRAM 6 - WORK ARFA IN TRAVEL LANE (MAINTAINING 2-WAY TRAFFIC)
WATCH DIAGRAM 9 - TWO-WAY, ONE-LANE TRAFFIC (FLAGGER CONTROL)
FINAL DRAWING
Not Released For CoaahLFCtlon
CHARLESTON, ALBRIGHT. HARCOURT, AND BETHANY
PHASE I:
THE CONTRACTOR SHALL PLACE ALL CONSTRUCTION WARNING SIGNS ONE WEEK PRIOR TO THE BEGINNING OF
WORK IN ACCORDANCE NTH THE WATCH HANDBOOK. THE ADVANCE WARNING SIGNS SHALL BE PLACED ON ALL
APPROACHES AND SHALL REMAIN IN PLACE UNTIL ALL CONSTRUCTION IS COMPLETED.
PHASE II: (WATCH DIAGRAMS 2, 3, 4, 6 & 9)
THE CONTRACTOR SHALL INSTALL STORM DRAINAGE, CURB & GUTTER, ASPHALT AND DRIVEWAYS USING:
WATCH DIAGRAM 2 - WORK AREA ON SHOULDER (6' OR MORE FROM PAVEMENT)
WATCH DIAGRAM 3 - WORK AREA ON SHOULDER (2' TO 6' FROM PAVEMENT)
WATCH DIAGRAM 4 - WORK AREA ON SHOULDER (MINOR ENCROACHMENT ON PAVEMENT)
WATCH DIAGRAM 6 - WORK AREA IN TRAVEL LANE (MAINTAINING 2-WAY TRAFFIC)
WATCH DIAGRAM 9 - TWO-WAY, ONE-LANE TRAFFIC (FLAGGER CONTROL)
WORK AREA 3
PHASE I:
THE CONTRACTOR SHALL PLACE ALL CONSTRUCTION WARNING SIGNS ONE WEEK PRIOR TO THE BEGINNING OF
WORK IN ACCORDANCE WITH THE WATCH HANDBOOK. THE ADVANCE WARNING SIGNS SHALL BE PLACED ON ALL
APPROACHES AND SHALL REMAIN IN PLACE UNTIL ALL CONSTRUCTION IS COMPLETED.
PHASE II: (WATCH DIAGRAMS 2, 3, 4, 6 & 9)
THE CONTRACTOR SHALL INSTALL STORM DRAINAGE, CURB & GUTTER, ASPHALT AND DRIVEWAYS USING:
WATCH DIAGRAM 2 - WORK AREA ON SHOULDER (6' OR MORE FROM PAVEMENT)
WATCH DIAGRAM 3 - WORK AREA ON SHOULDER (2' TO 6' FROM PAVEMENT)
WATCH DIAGRAM 4 - WORK AREA ON SHOULDER (MINOR ENCROACHMENT ON PAVEMENT)
WATCH DIAGRAM 6 - WORK AREA IN TRAVEL LANE (MAINTAINING 2-WAY TRAFFIC)
WATCH DIAGRAM 9 - TWO-WAY, ONE-LANE TRAFFIC (FLAGGER CONTROL)
WORK AREA 4
PHASE I:
THE CONTRACTOR SHALL PLACE ALL CONSTRUCTION WARNING SIGNS ONE WEEK PRIOR TO THE BEGINNING OF
WORK IN ACCORDANCE WTH THE WATCH HANDBOOK. THE ADVANCE WARNING SIGNS SHALL BE PLACED ON ALL
APPROACHES AND SHALL REMAIN IN PLACE UNTIL ALL CONSTRUCTION IS COMPLETED.
PHASE P: (WATCH DIAGRAMS 2, 3, 4, 6 & 9)
THE CONTRACTOR SHALL INSTALL STORM DRAINAGE, CURB & GUTTER, ASPHALT AND DRIVEWAYS USING:
WATCH DIAGRAM 2 - WORK AREA ON SHOULDER (6' OR MORE FROM PAVEMENT)
WATCH DIAGRAM 3 - WORK AREA ON SHOULDER (2' TO 6' FROM PAVEMENT)
WATCH DIAGRAM 4 - WORK AREA ON SHOULDER (MINOR ENCROACHMENT ON PAVEMENT)
WATCH DIAGRAM 6 - WORK AREA IN TRAVEL LANE (MAINTAINING 2-WAY TRAFFIC)
WATCH DIAGRAM 9 - TWO-WAY, ONE-LANE TRAFFIC (FLAGGER CONTROL)
CHARLESTON/MONROE
DRAINAGE IMPROVEMENTS

CHARLOMm TRAFFIC CONTROL
ENGINEERING &PROPERTY
MANAGEMENT
N/A YM 19 U9 63
smrevmex aavnneoer cxE?w, ar
TE
E

N6
eY

AfYILON e ll lz

JO
I'll x A

$I'AIL

C _
ADFIIE GAIN 6

1
Y
A
r
4
7 7 I 'I
ADP. 70 LF OF RS P. PORTABLE STD 1CRETE Ate- \I I? /
?? /? f l 1 W?o I o
6 1
ll ?? PROP.?O? LF OF TEMP. 48" x 48 ONE LANE w20-4
PORTABLE, CONCRETE BARRIERS W20-7D A.0-AD. 48" x 48"
I
II I I l PER NCDOf STD. 1170.01 36" x 36" I ?? I
if \ IIq? I/ I I 1 I © V 1 I 5T-7*36 ?8
V A? V ?? _ _ I? I I IN. WIDTH lI 'ig '-413 - 1
4.0
b 4?1 X4'
\ \\\ \\ /? i i _ - - / o e\ ?` ' - I 90.a I I 79.0' 1 24.0J m. 11
r

1000, vaiiie;1 -- - - -
Raw (3ww-
100a
art ?-'
\\ $ // / -DAD I rl I
WORK
MEAD 15 W20-7o I I IE
ALP.K 36.
\ ?4a II
x 36" I I R?MOINSTA160 LF OF CURB ll TEMPORARY ROAD
413 - 1
4ABC AND
20-1 24' x 24' I I I 6' MIN. COMPACTED I
/' / \\ \\
48" x 46° 4 M N. WIDTH.
/ ' /' \ \\ ?? \\ V I I i %
\\? N L j
ERINSHIRE ROAD
PHASE HI - DIAGRAM A
SCALE 1" = 40'
1 / \ I (l ?? I 1
PROP. 24' TEMP. WHITE
II 1/ I ITO Q ROAD PER NCDOT
II I? i
i

IV ROAD
-o?x?
I --
1120-7a
- I 36" x 36„

ROAD \

AR I
WORK
\
MEAD
Mo ? c 1
°

PROP
80 LF OF TEMP 48
x 48
.
. 120-
PORTABLE BARRIERS 36" x 36" i
01
0 STD
1170
PER NCp
.
. ?
O
I I
% • ¦ ROAD
\ 10D'D.
F 420-4 osE LWE ? '_'-\
\\ ?0 gpp // Y 48" x 48" AD, - •
\\ r17T --
OAD 11
\\ \ // I I I 114.0' MIN. WIDTH
WORK 15 420-7a
x
\ II •.r.N 36" x 36„ I I l l
.1
420-1 24" x 24" CONCRETE "'tRb I? U OT EMP. O 11170. M 01
4B• x 48`
BAR I P1E1P N S ID . 11
// / / \\ \\` \ R1 R?EMIp4E 50 LF OF CURB & GUTTER.
\\ \\ ` ??M11de?'' ABC ANDaH IMN. WIDTH
\\ % \ I I
L j
A A
LEGEND ERINSHIRE ROAD
PHAS-k IV - DIAGRAM B
• CONES/DRUMS WITH FLASHERS SCALE I' - 40'
• CONES/DRUMS
T SIGNS
PREPARED BY. I TYPE III BARRICADE
?T USINFRASTRUCTURE
OF CAROLINA, INC. TEMPORARY GUARDRAIL
1043 E. MOREHEAD STREET, SUITE 203 TEMPORARY PORTABLE CONCRETE BARRIERS
CHARLOTTE, NORTH CAROLINA 28204
WORK AREA
-II
v I
W20-7D
36° x 36"
I
I
I ONE LANE W20-4
?' 1 M w 48° .48-
sL
_18:,
I -15 W13 -.1J
24 ;2
4?
Il/
I? I Rvulac
I MEAD
lil W20-1
148" x 48"
ly
oNE LANE W20-4
AHEEAAD 48' x 48"
WI-6R
a36 x 16"
}5 -413 - 1
urx 4=x 24°' -
ONE IAN W20-4
L I ARIDIE?AD 48•x46•
I
YI-6L
x18'
15 W3-iJ
r vn 24 x 24"
Ill I __-?
I?
II I wrn?x
?IIII L I MEAD
1 W20-7
148° x 48"
J ?I
'
I
PROP.
ST TEMP. 24° WHITE PAINT
BAR TO ¢ ROAD PER j
?I
NCDOT STD. 1205.01
JI
I - I"
--I 1

FINAL DRAWING
Not Released For ConsWetlon
CHARLESTON/MONROE
DRAINAGE IMPROVEMENTS

CHARLOTTE„ TRAFFIC CONTROL
ENGINEERING B PROPERTY DIAGRAMS
MANAGEMENT
EAST WAST NN us U4 8 N
warerF,oar :m AV AMOEDer DAW

"
'
D Neer oe

Devi
er
DsnuDx VI-W-012
wervo. • a
1
scut `?ETSDDDZfId1?aAN ?.,.
'
uDEi?vAm TC3 TC6

Y

0 p?MW A / 20.0
/o,w?•? '00 WD
0 40. 57
3e 3er
II a? i t:1?;.r
WORCASTER PLACE
PHASE III - DIAGRAM C
SCALE 1" = 40'
PREPARED BY:
USINFRMTRUCTURE
OF CAROLINA, INC.
1043 E. MOREHEAD STREET, SUITE 203
CHARLOTTE, NORTH CAROLINA 28204
i
F INAL DRAWING
t Released For Cosetmctlon
j FLAGGER
• CONES/DRUMS
T SIGNS
I TYPE III BARRICADE
TEMPORARY GUARDRAIL
TEMPORARY PORTABLE CONCRETE BARRIERS
WORK AREA
CHARLESTONIMONROE
DRAINAGE IMPROVEMENTS

CHARLOTTE. TRAFFIC CONTROL
ENGINEERING& PROPERTY DIAGRAMS
MANAGEMENT
x
a uu us us 6/03
/
NRVBTEABY PA-EDBY BNF'AfOBY APPo(01E0 BY DAtE

xc
rr su a
NO DALE BY REVISIQ4 B,0-oo-oEZ
,POND N/A
h`lJE \ooonia?w++snEErs\
A,D
CADFlIEPAIH TC4 TC6
N
r/
r
r
r
r
i I ? I I
4
CKARLESM
p MUC R/W)
0
200??-
I € S
e
<Q oiK
d &i FHFAD
W20-1
48 x48"
?-I-
II I
;? II
PREPARED BY:
USINFRMTRUCTURE
OF CAROLINA, INC.
1043 E. MOREHEAD STREET, SUITE 203
CHARLOTTE, NORTH CAROLINA 28204

I? Il
CHARESM DIM
(tl0' wWC R/'M)
E LW
IJIE?ID
W20-4
48" x 48°
? ,II
III
III
II ? ? ? ill
I
I? I
II ??
I? II
I; ? I
I
p PROP. 100 TEMP. PORTAB CONCRETE
BARRIERS P CDOT SID. 1170.
I I
• ll'
X74.0' 16_
--Tti?-- ---- ?,
-? 170
". REMOVE 110 ppFF WRB 4 GUTTER.
- INSTALL TEMP PIRY ROAD WITH
® I i 6" MIN. COMP . 1E0 ABC AND 14'
` I II I MIN. WIDTHTH. I
W20-7o II I tao'
36" x 36" I p II
? I L
CHARLESTON DRIVE/YARDLEY PLACE
PHASE HI - DIAGRAM D
SCALE 1" = 40'
LEGEND
j FLAGGER
CONES/DRUMS
r SIGNS
I TYPE III BARRICADE
TEMPORARY GUARDRAIL
TEMPORARY PORTABLE CONCRETE BARRIERS
WORK AREA
I I I
? ? I I I:
I A II II
II W20-7a
I I 36" x 36"
II I
FINAL DRAWING
Not Releaad For Coaahuetion
CHARLESTONIMONROE
DRAINAGE IMPROVEMENTS

CHARLOTTE. TRAFFIC CONTROL
ENGINEERING & PROPERTY DIAGRAMS
MANAGEMENT
N
A w s 6/o3
/
zNE BY BAFAAAFDBY us
cumm BP u
-R.M. u.1
v¢er a

04.
OAiE
BY
BEMW 611-40.8,0
AMI"4 ""
YALE F£ \°°°z,1 ?ra°?
CA... 11. TC5 TC6
Y
r
F
r
to
r
r
op
TRAFFIC CONTROL DIAGRAMS
DIAGRAM 2
WORK AREA ON SHOULDER
(6' OR MORE FROM PAVEMENT)
aaP
'' "CAP ¢axo
r ?/or.
ro?ew w?a®aaa T

1?; ®i?4Nlf °
_ • 16

a?
DIAGRAM 3
WORK AREA ON SHOULDER
(2' TO 6' FROM PAVEMENT)

rrm ?
/ •
?? wd rrrr r
ORK
en-B

ana wwmaaxert EMD
• mp/tae
acne-?WUS ®
ni l?'PPn ° vxi° Tex
H

iae.Piimv..vawn >? ®cei w
?as.
DIAGRAM 6
WORK AREA IN TRAVEL LANE
(MAINTAINING 2-WAY TRAFFIC)
? I I ? I a?
rr?? arrr
DIAGRAM 9
TWO-WAY, ONE LANE TRAFFIC
(FLAGGER CONTROL)
Ian I Ian
T .,
wmm aaaa
P?
wow
woWW
DIAGRAM 4
WORK AREA ON SHOULDER WOw
(MINOR ENCROACHMENT ON PAVEMENT) ucn
WORK
WORK
.°. aP y o
a an Lml 1? ?
Waw
F H
?cvwo
L°i `Pwaa? Tae
`1?1-siaaiaaarnY ?"??
Ian ?`Bi°umP ®eet as
ROAD mnx,lwe ?Ka
wow
No wrr vsar.
eflK
a?
PREPARED BY:
USINFRMTRUCTURE
OF CAROLINA, INC.
1043 E. MOREHEAD STREET, SUITE 203
CHARLOTTE, NORTH CAROLINA 28204
`aie+0-univ°om Tae
FINAL DRAWING
Not Released For Construction
CHARLESTON/MONROE
DRAINAGE 1WROVEMENTS

CHAMOFTE. TRAFFIC CONTROL
ENGINEEMNG B PROPERTY DIAGRAMS
MANAGEMENT
e
x/n
BBBYEYBDBY w
PBCPAP£D B4 Us
CIEIXEDBY us
MPItDYmBY
1E
SHtEf a

DB,?
Bi
?Y?B?? BT-D .12
wwxD N/A
??
\W0211CN\RA1w5xEE1S\i6ANG
C,DFLLEVAiH
TC6
TC6
r

11D DEI 14 4 dA.)
ADAM E. 611 7
A 0+30.N
736 89
%.

aDCB 1.
INY. IN. 724,4?
EX 8" INV.

•

211
?. . w.
E rn.2z Tarn. W INV. OMU -724.-9 I 1

732
PROB. 8' 2S
CONLNEIE Box

I1 -
728
?-'?-??-?
4Ex B• ? I I
n. r reArze_
-- -

724

o o.63%
e' ON 0 IX

+ M,
OBDD 1+00
M
F
PREPARED BY:
USINntASTRUCTnE
OF CAROLINA, INC.
1 1043 E. MOREHEAD STREET, SUITE 203
CHARLOTTE, NORTH CAROLINA 28204
D ?, 1. IIII I ? o
?--v II
yp ) I 4905 S70N DR
I I "II@ { NOW DR rL R Y
NOW OR FORMERLY JEAN L. MILL H0.0
G I. JEAN 6 MILLER ILLER HILDA 163-0 333334444445
I 1w-Dt3-2a 8121
VT. 51v-
??IIUIaM W "IIOl ? 2637-97 N
1w vnu , . I IN ?,J .I I E INOEPENONC DL4%
Zi 4911 CHARLESTON OR iE
q DAA zti• PROP. Y Ds, III ? ? ?
52
Nre Be ?- »a fo
r» Mew 124.02
a N
-? ? ?8x 8 8
g n
--_ ° o e' w+ UN t-
---== E», ,r I I //6 ex x
DO 4
µD4 sw?\ tq, OF Fx, 6 rvnttN µ /
QSwJe 6 /
IX. R IX TO N ) I I ` /'-- , IX N ?
R ? I It i ? ? M
eNn sl ! 1 I r 412e0..11
8 Fqt = OErAIL' (4' DII -
IpI I /?-? yg NOW OR FOflMEPo.Y
L18 ? , k I' H x I1' ) _ 1 tl I SHELOON Id MYERS AND
1P! DD "? WA p? ?l."?) DANA N. MYFRS
III m 1 163-013-26
JJ jM? I I I I I (l " 7034-889
NOW OR FORME DO I .;? I IW 4910 CHARLESTON DR
Y.VBE CuFFORD JON 1 , d
g/Em
I I
FINAL DRAWING
Not Released For Construe don
CHARLESTON/MONROE
DRAINAGE IMPROVEMENTS

CHARLMIM CHARLESTON DRIVE
ENGINEERING & PROPERTY SANITARY SEWER
MANAGEMENT REPLACEMENT
EABf casr us eat
9JRYfYfe BY MEVABEDBY us
ENEO, DIIY us
APiR01- DA1C-
I
:2
4 V BB?
Na OAn BY BFY610N e]I-D-012
lDBPP I
8
SCAM: N00021IdINaEAM5NEE11911EFNI.DY,e
('ADIIIEYATN ul UI
1
Carolina Wetland Services
PILE COPY
Pre-Construction Notification Pursuant to
Nationwide Permit No. 27
Charleston/Monroe Watershed Improvement Project
' Charlotte, North Carolina
Carolina Wetland Services Project No. 2002-0218
1
August 1, 2003

010 9 72
AUG 5 2003
Prepared For:
4ATERQUAUTYSECTIO
' Ms. Mary C. Murray, P.W.S.
Mr. Jarrod J. Karl
The City of Charlotte Storm Water Services
' 600 East Fourth Street
Charlotte, North Carolina 28202
[phone]

1

Prepared By:
Mr. Gregory C. Antemann, P.W.S.
Mr. Isaac J. Hinson
Carolina Wetland Services, Inc.
5000 Nations Crossing Road, Suite 230
Charlotte, North Carolina 28217
[phone]
5000 Nations Crossing Road, Suite 230 • Charlotte, NC 28217 • [phone] Office • [phone] Fax
?i1 www.carolinawetlandservices.com
' Charleston/Monroe Watershed Improvement Project August 1, 2003
Nationwide Permit No. 27 Project No. 2002-0218
Table of Contents
Executive Summary ............................................................................................................................... 1
Existing Conditions ............................................................................................................................... 2
Current Land Use ............................................................................................................................... 2
'
Jurisdictional Delineation .................................................................................................................. 3
Agency Correspondence ........................................................................................................................ 7
Cultural Resources ........................................................................................................... 7
'
Protected Species ............................................................................................................................... 7
Purpose and Need for the Project .......................................................................................................... 7
Avoidance and Minimization ................................................................................................................ 8
' Proposed Improvements to Jurisdictional Waters ................................................................................. 9
Compensatory Mitigation .................................................................................................................... 12
1 List of Attachments
Attachment A - Figure 1. USGS Site Location Map
' Attachment A - Figure 2. NRCS Soil Survey
Attachment A - Figures 3a and 3b. Approximate Jurisdictional Boundary Field Maps
Attachment B - Request for Jurisdictional Determination Form
' Attachment C - Pre-Construction Notification Application - Nationwide Permit No. 27
Attachment D - Routine On Site Data Forms
Attachment E - NCDWQ Stream Classification Forms
' Attachment F - USACE Intermittent Channel Evaluation Forms
Attachment G - Representative Photographs
Attachment H - Agency Correspondence
Attachment I - Conceptual Drawings of Proposed Pond
' Attachment J - Proposed Improvements (Plan Sheet Nos. 3, 4, 6, 7, 8, and 19)
I List of Tables
Table 1. Summary of On-Site Jurisdictional Stream Channels ...........................................................3
' Table 2. Summary of On-Site Jurisdictional Wetland Areas ................................................................5
Table 3. Shear Stress Calculation Summary ........................................................................................8
Table 4. Allowable Shear Stress ...........................................................................................................8
' Table 5. Summary of Proposed Activities .......................................................................................... 10
Table 6. Compensatory Mitigation Summary . . 12

Charleston/Monroe Watershed Improvement Project August 1 2003
Nationwide Permit No. 27 Project No. 2002-0218
Executive Summary
'
The Charleston/Monroe Watershed Improvement Project is located in Charlotte, North Carolina.
This project proposes to construct water quality improvements within two residential project
areas. The Charleston Drive Improvement Area (CDIA) is bisected by Independence Boulevard
(US-74), and is generally bound to the northwest by Sharon Amity Road and to the south by
Monroe Road. The Erinshire Road Improvement Area (ERIA) is located approximately'/2 mile
' south of the CDIA, and is generally bound to the northeast by the Seaboard Coast Line Railroad,
to the northwest by Sharon Amity Road, and to the east by Doncaster Drive
(Attachment A - Figures 1 and 2). Charlotte Storm Water Services (CSWS) has contracted
Carolina Wetland Services, Inc. (CWS) to provide permitting services for this project.

The results of the on-site field investigations conducted by CWS indicate that there are five
jurisdictional stream channels (Streams A-E), five jurisdictional wetland areas
(Wetlands AA-EE), and one jurisdictional open water area (Pond A) located within the project
t limits (Attachment A - Figures 3a and 3b). CSWS is requesting written verification of the
jurisdictional determination of the on-site jurisdictional features (Attachment B). On behalf of
' CSWS, CWS is submitting a Pre-Construction Notification (PCN) application with attachments
in accordance with Nationwide Permit General Condition No. 13, and pursuant to Nationwide
Permit (NAP) No. 27 and Water Quality Certification No. 3353 (Attachment C). Construction
of this project is intended to enhance degraded stream channels to a more stable condition.

t
11

Charleston/Monroe Watershed Improvement Project August 1, 2003
Nationwide Permit No. 27 Project No. 2002-0218

r
P

Existing Conditions
The Charleston/Monroe Watershed Improvement Project is located in Charlotte, North Carolina.
This project proposes to construct water quality improvements within two residential project
areas. The Charleston Drive Improvement Area (CDIA) is bisected by Independence Boulevard
(US-74), and is generally bound to the northwest by Sharon Amity Road and to the south by
Monroe Road. The Erinshire Road Improvement Area (ERIA) is located approximately 1/z mile
south of the CDIA, and is generally bound to the northeast by the Seaboard Coast Line Railroad,
to the northwest by Sharon Amity Road, and to the east by Doncaster Drive
(Attachment A - Figures 1 and 2). Charlotte Storm Water Services (CSWS) has contracted
Carolina Wetland Services, Inc. (CWS) to provide permitting services for this project.
Current Land Use
The two project areas are mainly comprised of single-family residences with maintained lawns and
small wooded areas. Dominant canopy vegetation within the project areas includes sweetgum
(Liquidambar styraciflua), willow oak (Quercus phellos), red elm (Ulmus rubra), black willow
(Salix nigra), box elder (Acer negundo), green ash (Fraxinus pennsylvanica), cottonwood
(Populus deltoides), red maple (Acer rubrum), river birch (Betula nigra), Virginia pine
(Pinus virginiana), red cedar (Juniperus virginiana), white oak (Quercus alba), and pignut hickory
(Carya glabra). Dominant understory vegetation consists of Chinese privet (Ligustrum sinense),
silky dogwood (Cornus amomum), common blackberry (Rubus argutus), elderberry
(Sambucus canadensis), buttonbush (Cephalanthus occidentalis), catbriar (Smilax rotundifolia),
poison ivy (Toxicodendron radicans), kudzu (Pueraria montana), Japanese honeysuckle
(Lonicera japonica), climbing hempweed (Mikania scandens), Chinese wisteria (Wisteria sinensis),
false nettle (Boehmeria cylindrica), soft rush (Juncus effusus), various sedges (Carex spp.),
switchgrass (Panicum spp.), broomsedge (Andropogon virginicus), and dog fennel
(Eupatorium capillifolium).
According to the Soil Survey of Mecklenburg County', soils within the CDIA largely consist of
Cecil-Urban land complex (CuB), Helena sandy loam (HeB), and Helena-Urban land complex
(HuB) soils. Soils within the ERIA largely consist of Helena sandy loam and Helena-Urban land
complex soils. Helena soils exhibit slow permeability and low water capacity and are known to
have hydric inclusions within Mecklenburg County.
1 "Soil Survey of Mecklenburg County, North Carolina," United States Department of Agriculture. 1980.
2

71

F1
Charleston/Monroe Watershed Improvement Project August 1, 2003
Nationwide Permit No. 27 Project No. 2002-0218
Jurisdictional Delineation
On November 20, 2000 CWS's Gregg Antemann approximated on-site jurisdictional waters of the
U.S.z within the two project areas. Jurisdictional areas within the CDIA were delineated by CWS's
Gregg Antemann and Isaac Hinson on June 4 and 5, 2002, 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' Five wetland areas (Wetlands AA-EE) were identified
within the two project areas. Routine On-Site Data Forms representative of Wetlands AA-EE and
on-site non jurisdictional upland areas have been included as 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 and USACE Intermittent
Channel Evaluation Forms for Streams A-E have been included as Attachments E and F.
The results of the on-site field investigations indicate that there are five jurisdictional stream
channels (Streams A-E), five jurisdictional wetland areas (Wetland AA-EE), and one jurisdictional
open water area (Pond A) located within the project limits (Attachment A - Figures 3a and 3b).
On-Site stream channels are unnamed tributaries to, and a portion of McMullen Creek. McMullen
Creek is part of the Catawba River basin (HU# 03050103)5 and is classified as "Class C" waters by
the NCDWQ. On-Site jurisdictional features are summarized in Tables 1 and 2. CSWS is
requesting written verification of the jurisdictional determination of the on-site jurisdictional
features (Attachment B).
Table 1. Summary of On-Site Jurisdictional Stream Channels
Jurisdictional
Area ? Classification Approximate

Length (If)
Location
Stream A P
i
l 7041f CDIA
(McMullen Creek) erenn
a 1,195 if ERIA
Stream B Important Intermittent 990 if CDIA
Stream C Important Intermittent 437 if CDIA
Stream D Perennial 1,4771f ERIA
Stream E Perennial 9161f ERIA
Total 5,7191f --
z "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. "Corps of Engineers Wetlands Delineation Manual," Technical Report Y-87-1, US Army Engineer
Waterways Experiment Station, Vicksburg, Mississippi.
'North Carolina Division of Water Quality Stream Classification Method. Version 2.0. 1999.
s "HU#" is the Hydrologic Unit Code. Hydrologic Unit Map, State of North Carolina. U.S. Geological Survey. 1974.
3

Charlestori/Monroe Watershed Improvement Project August 1, 2003
Nationwide Permit No. 27 Project No. 2002-0218
Stream A is a Perennial portion of McMullen Creek and generally flows southwest across both
project areas (Attachment A - Figures 3a and 3b). Approximately 704 linear feet of Perennial
Stream A is located within the CDIA. This portion of Stream A exhibits a six-foot average
ordinary high water width, stream substrate consisting of coarse sand to gravel, and a strong
presence of wrack material. Stream A also has an adjacent floodplain, good in-stream habitat
structure, and stable vegetated streambanks (Attachments E and F - SCP1). This portion of
Stream A scored 38 out of a possible 71 points on the NCDWQ Stream Classification Form and
drains approximately 150 acres. A photograph of this portion of Stream A has been included as
Attachment G - Photograph A.
The other on-site portion of Stream A emanates from a pipe underneath the Seaboard Coast Line
Railroad and flows southwest across the eastern part of the ERIA (Attachment A - Figure 3b).
This portion of Perennial Stream A is approximately 1,195 linear feet in length and exhibits
channel substrate consisting of coarse sand to bedrock, a five to eight-foot average ordinary high
water width, and the presence of crayfish (Attachments E and F - SCP2). This portion of Stream
A scored 39.5 out of a possible 71 points on the NCDWQ Stream Classification Form. A
photograph of this portion of Stream A has been included as Attachment G - Photograph B.
Stream B emanates from pipe at Ashmore Drive and flows westward across the CDIA for
approximately 990 linear feet until its confluence with Stream A (Attachment A - Figure 3a).
Stream B was evaluated to be Important Intermittent and exhibits a two to three-foot average
ordinary high water width, channel substrate consisting of coarse sand to gravel, and a
continuous bed and bank (Attachments E and F - SCP3). This portion of stream channel scored
24 out of a possible 71 points on the NCDWQ Stream Classification Form. A photograph of
Important Intermittent Stream B has been included as Attachment G - Photograph C.
Stream C is located in the western portion of the CDIA, just below Bethany Place
(Attachment A - Figure 3a). Stream C is approximately 437 linear feet in length and drains into
Pond A. This stream channel was evaluated to be Important Intermittent and exhibits a
continuous bed and bank, a two to four-foot average ordinary high water width, and channel
substrate consisting of coarse sand (Attachments E and F - SCP4). Important Intermittent
Stream C scored 23.5 out of a possible 71 points on the NCDWQ Stream Classification Form.
Streams D and E were evaluated to be Perennial and generally flow southeast across the ERIA.
Stream E is located within the northwest corner of the site and flows for approximately 916
linear feet to its confluence with Stream D, which flows through the center of the site for
4

1

1

Charleston/Monroe Watershed Improvement Project August 1, 2003
Nationwide Permit No. 27 Project No. 2002-0218
approximately 1,477 linear feet to its confluence with Stream A (Attachment A - Figure 3b).
Both stream channels exhibit a continuous bed and bank, channel substrate consisting of coarse
sand to cobble, and a two to four-foot average ordinary high water width. A stream classification
point representative of both channels was taken within Stream D (Attachments E and F - SCP5).
Perennial Stream D scored 25.5 out of a possible 71 points on the NCDWQ Stream
Classification Form. A photograph of Stream D is included as Attachment G - Photograph D.
Table 2. Summarv of On-Site Jurisdictional Wetland Areas
' Jurisdictional Area Classification Approximate Location
Acreage (ac.)'
Wetland AA Forested 0
306 ac.* CDIA
headwater wetland .
Wetland BB Cleared headwater 034 ac
0
* CDIA
wetland .
.
Wetland CC Forested 0
021 ac
* CDIA
headwater wetland .
.
Wetland DD Seep wetland 0.08 ac. CDIA
Wetland EE Forested 0
26 ac ERIA
headwater wetland .
.
Total 0.70 ac. --
Wetland AA is approximately 0.306 acre in size and is located in the CDIA within the floodplain
of Stream A (Attachment A - Figure 3a). Wetland AA is a forested headwater wetland that
receives hydrologic input from a combination of groundwater and overbank flooding of Streams
A and B. Dominant vegetation includes black willow, green ash, box elder, river birch, red
maple, sweetgum, buttonbush, silky dogwood, false nettle, soft rush, switchgrass, and various
sedges. This wetland also exhibits drainage patterns, drift lines, sediment deposits, and hydric
soil indicators (Attachment D - DP 1 and DP2). A photograph of Wetland AA has been included
as Attachment G - Photograph E.
Wetland BB is located within the CDIA and is contiguous with Stream A
(Attachment A - Figure 3a). This wetland is approximately 0.034 acre in size and had standing
water at the time of the field investigation. Dominant vegetation consists of green ash,
sweetgum, red maple, soft rush and various sedges. This wetland also exhibits inundation and
saturation within the upper twelve inches of the soil profile, and low-chroma soils (IOYR 6/1)
with prominent mottles (1 OYR 6/8) (Attachment D - DP4). A photograph of Wetland BB has
been included as Attachment G - Photograph F.
6 "*" Denotes feature has been surveyed.
5
CharlestorVMonroe Watershed Improvement Project August 1, 2003
Nationwide Permit No. 27 Project No. 2002-0218

Wetland CC is located within CDIA near the northern pipe outfall of Stream A
(Attachment A - Figure 3a). This wetland is approximately 0.021 acre in size and exhibits
dominant hydrophytic vegetation consisting of soft rush, false nettle, and duck potato
(Sagittaria latifolia). This wetland also exhibits inundation, saturation within the upper twelve
inches of the soil profile, and hydric soil indicators.
Wetland DD is located in the western portion of the CDIA, just below Pond A. This seep
wetland is approximately 0.08 acre in size and exhibits dominant vegetation consisting of black
willow, red elm, Chinese privet, elderberry, common blackberry, catbriar, Japanese honeysuckle,
and Chinese wisteria. This wetland also exhibits water marks, sediment deposits, and
low-chroma soils (2.5Y 5/2) with prominent mottles (2.5YR 4/8) (Attachment D - DP5)
Wetland EE is located within the northwest corner of the ERIA and is contiguous with Perennial
Stream E (Attachment A - Figure 3b). This wetland is approximately 0.26 acre in size and
exhibits dominant vegetation consisting of willow oak, red maple, sweetgum, red elm, silky
dogwood, Chinese privet, catbriar, and various sedges. This wetland also exhibits inundation
and saturation within the upper twelve inches of the soil profile, drainage patterns, and
low-chroma soils (10YR 6/1) with prominent mottles (5YR 4/6) (Attachment D - DP6). A
photograph of Wetland EE has been included as Attachment G - Photograph G.
Pond A is located within the CDIA and is approximately 1.60 acres in size. This open water area
was evaluated to be jurisdictional because of its surface water connection to Stream C. A
photograph of Pond A has been included as Attachment G - Photograph H.
6
Charleston/Monroe Watershed Improvement Project August 1, 2003
Nationwide Permit No. 27 Project No. 2002-0218
Agency Correspondence
Cultural Resources
A letter was forwarded to the State Historic Preservation Office (SHPO) on January 19, 2001, to
determine the presence of any areas of architectural, historic, or archaeological significance that
would be affected by the project. In a letter dated April 9, 2001, SHPO stated that
"There are no known archaeological sites within the proposed project area" and "... it is unlikely
that any archaeological resources ... will be affected by the project construction" (Attachment H).
Protected Species
A letter was forwarded to the North Carolina Natural Heritage Program (NCNHP) on
June 9, 2003 to determine the presence of any federally-listed or candidate endangered or
threatened species or critical habitat located within the project area. In a letter dated June 20,
2003, NCNHP stated that "The NCNHP does not have records for rare species, high quality
natural communities, or significant natural heritage areas near the ... project" (Attachment H).
Purpose and Need for the Project
The purpose of the Charleston/Monroe Watershed Improvement Project is to construct water
quality improvements within two residential areas. Activities will include the enhancement of
on-site stream channels and upgrading the existing storm water infrastructure. Several on-site
streams are suffering from severe bank erosion and blockages due to undersized culverts.
Residents living along on-site streams have experienced flooding during storm events. By
installing in-stream structures, native livestakes, floodplain benches, and adequately sized
"buried" culverts, water quality should improve within and downstream of these neighborhoods.
Future project plans for the Charleston Drive Improvement Area include "daylighting" a piped
portion of stream channel and constructing a pond that will include forebay wetland areas, native
wetland plant installation, and recreational trail amenities. Two conceptual drawings of the
proposed pond designs are included as Attachment I. This project will be permitted as a separate
permit application.
7
I
Charleston/Monroe Watershed Improvement Project August 1, 2003
Nationwide Permit No. 27 Project No. 2002-0218
I
Avoidance and Minimization
Impacts to on-site jurisdictional waters of the U.S. have been reduced to the maximum extent
' practicable. Important Intermittent Stream C and Perennial Stream E will be completely avoided
by the project. In addition, Wetlands BB, DD, and EE will be avoided and only 55 square feet
(0.001 acre) of Wetland CC will be impacted during construction of the project
I (Attachment J - Sheet No. 8). In general, the placement of rip rap along the banks of on-site
stream channels will be limited to the outside bends where stream velocity and sheer stress are
I highest. Shear stress calculations and thresholds are summarized in Tables 3 and 4. The project
design has also limited the placement of rip rap within the stream bed and upper portions of the
channel bank to those areas directly adjacent to proposed pipe replacements. The remainder of
the proposed rip rap will be limited to the toe of the channel slope. Erosion control matting,
' riparian seeding, and/or live stakes will be installed to stabilize upper portions of the channel
bank. All other portions of channel requiring stabilization due to current conditions or proposed
channel grading will utilize soft stabilization (i.e., coir rolls and geotextile material) and
t bioengineering techniques to protect the stream banks. Proper sediment and erosion control
measures will also be used to minimize disturbance to downstream waters.
Table 3. Shear Stress Calculation Summary
Location: Stream B
Station Shear Velocity Prop. Stabilization Material
11+00-14+75 1.3 (2yr) 4.0 fps Coir roll, rock toe at bends
11+00-14+75 1.5 (10yr) 4.4 fps Coir roll, rock toe at bends
Location: Stream D
Station Shear Velocity Prop. Stabilization Material
10+00-14+60 1.4 (2yr) 4.3 fps Synthetic matting, riparian seeding
10+00-14+60 1.7 (10yr) 4.7 fps Synthetic matting, riparian seeding
Location: Stream A
Station Shear Velocity Prop. Stabilization Material
16+50 0.6-1.4 (2yr) 5.4 fps Coir roll, rock toe at bends
16+50 1.3-2.1 (10yr) 4.5 fps Coir roll, rock toe at bends
Table 4. Allowable Shear Stress
Method Allowat)le Shear Stress
Rock Toe (18" - 24") 61b/s . ft.'
Grade Control Structures 41b/s . ft.'
12" Coir Fiber Roll 3 lb/sq. ft.'
Natural Fiber (Coconut) Matting 2.25 lb/sq. ft.'
' 7 "Erosion and Sediment Control Planning and Design Manual," NCDENR, Table 8.05g, p. 8.05.13, 1995.
8 Letter from Rolanka International, Inc. (manufacturer).
North American Green, manufacturer of C 125 and C 125BN (coconut fiber matting), design data.
8
Charleston/Monroe Watershed Improvement Project August 1, 2003
Nationwide Permit No. 27 Project No. 2002-0218
The proposed rip rap channels will be used to convey and dispose of concentrated runoff without
damage from erosion, deposition, or flooding after the proposed improvements have been
constructed. Rip rap channels consist of rock toe protection and are used where the design
velocity or shear stress exceed the allowable for coir fiber rolls at the bank toe. The allowable
shear stress values provided in Table 4 assume a straight channel. The outside bends of channels
are subject to higher sheer stresses and therefore require rip rap armoring to protect the banks. In
order to reduce the total impacted area along the proposed channels, a combination of rip rap and
grass-lined channels were used in areas where it was likely that the banks of the channel would
be maintained. In those instances, the proposed design requires that rip rap be placed to the
2-year water surface depth and grass-lined sections up to the 10-year water surface depth. Coir
rolls will be used along the toe of the bank on the inside of bends and all straight segments.
Proposed Improvements to jurisdictional Waters
Proposed activities will include enhancing channels to improve channel dimensions, installing
in-stream structures to control grade and direction of flow, upgrading existing storm drainage
infrastructure (i.e., pipe and culvert replacement) to meet City storm drainage capacity standards,
and installing hard and soft stabilization to repair channel erosion. A summary of the proposed
activities has been provided as Table 5.
Approximately 1,029 bank feet (861 right bank and 168 left bank)" of Perennial Stream A located
within the ERIA will be enhanced (Attachment J - Sheet Nos. 3, 4, and 8). Downstream of
Erinshire Road, a small floodplain bench will be installed along the right bank, while the left bank
will be avoided as much as possible. Live stakes, erosion control matting, and riparian seeds will
be installed along the upper portion of the right bank. The toe of the redefined portion of the left
bank will be armored with rip rap, while the toe of the right bank will be lined with 61 %
(485 bank feet) rip rap and 39% (315 bank feet) coir rolls. Approximately 90 linear feet of
in-stream structures will also be installed within the portion of Perennial Stream A located within
the ERIA. In-Stream structures utilized for this project consist of cross vanes, double cross vanes,
and j-hooks. Additional improvements to Stream A will include extending the existing pipe at
Erinshire Road by 12 linear feet and installing 62 linear feet of rip rap within the bed and bank to
protect the pipe replacement. An approximately 13-linear foot cross vane will be installed
upstream of the proposed pipe replacement to direct ordinary flow into a single barrel. During
storm events, the capacity of the second barrel will also be used (Attachment J - Sheet No. 4).
10 Bank position is determined facing downstream.
Charleston/Monroe Watershed Improvement Project August 1, 2003
' Nationwide Permit No. 27 Project No. 2002-0218
Table S. Summarv of Pronnsed Activities
Quantity
t
Jurisdictional area' °Activity" - If-linear feet AttachmentJ Permi
bf - bank feet
sq. ft. - square feet'
Sheet No.
Channel redefinition 1,029 bf Sheet Nos. 3 and 4
Toe rip rap with bioengineering 575 bf Sheet Nos. 3 and 4
Toe rip rap w/o bioengineering 22 bf Sheet No. 4
Coir rolls on toe of banks 315 bf Sheet Nos
3 and 4 NWP No. 27
P
i
l St
A with bioengineering .
erenn
a
ream
In-stream structures 90 if Sheet Nos. 3 and 4
Rip rap protection - Erinshire Rd. 201f Sheet No. 4
Rip rap apron - Erinshire Rd 42 if Sheet No. 4
Pipe extension - Yardley Pl. 121f Sheet No. 8
Rip rap apron - Yardley Pl. 33 if Sheet No. 8 NWP No
3
.
Wetland CC Rip rap apron - Yardley Pl. 55 sq. ft. Sheet No. 8
(0.001 acre)
Channel redefinition 5061f
Toe rip rap with matting and 538 bf
seed installation
Important Intermittent Coir rolls on toe of banks 384 bf
Stream B with matting and seed installation Sheet No. 19 NWP No. 27
In-stream structures 9 if
Rip rap aprons - Glendora Dr. 42 if
Pipe extension - Glendora Dr. 12 if
Channel redefinition with matting 4561f Sheet No
6 Tulloch Rule
and seed installation .

Perennial Stream D
Rip rap apron - Worcaster Pl. 48 if
Sh
t N
7 NWP N
27
ee
o. o.
Pipe extension - Worcaster Pl. 161f
Pipe improvements located adjacent to the Yardley Place cul-de-sac will impact approximately 12
' linear feet of Stream A to extend the existing pipe, and 33 linear feet of Stream A and 55 square
feet (0.001 acre) of Wetland CC for installation of a rip rap apron (Attachment J - Sheet No. 8).
' These maintenance activities will not require notification to the USACE and will be permitted
under Nationwide Permit (NWT) No. 3. The replacement of undersized culverts with larger
"buried" culverts should help to facilitate movement of aquatic life.
Proposed improvements to Important Intermittent Stream B include redefining approximately 506
linear feet of the channel. Stream banks will be laid back and the channel will be defined to
provide a uniform positive (1%) slope throughout the channel. Erosion control matting and riparian
" Bioengineering includes installation of erosion control matting, riparian seeding, and live stakes; in-stream structures include
I cross vanes, double cross vanes, and j-hooks.
10
CharlestorVMonroe Watershed Improvement Project August 1, 2003
Nationwide Permit No. 27 Project No. 2002-0218

1
seeds will be installed along the upper portion of both banks, while the toe of the right bank will be
lined with 57% (265 bank feet) rip rap and 43% (196 bank feet) coir rolls, and the toe of the left
bank will be lined with 59% (273 bank feet) rip rap and 41% (188 bank feet) coir rolls. Three cross
vanes (9 linear feet total) will also be installed within the bed of the channel for grade control and
in-stream habitat improvement. Temporary incidental impacts to Wetland AA will occur during
construction of the project. The construction easement will extend approximately 20 linear feet
from the center of the channel in both directions, and will temporarily impact approximately 0.05
acre of Wetland AA (Attachment J - Sheet No. 19). Upon completion of the project, the areas of
Wetland AA located within the construction easement will be replanted with native wetland species
and restored to its pre-construction condition.
Additional improvements within Stream B are associated with the replacement and extension of the
culvert at Glendora Drive. Improvements to the Important Intermittent portion of Stream B will
consist of 4 linear feet of pipe extension and the installation of 32 linear feet of rip rap within the
bed and bank of the channel downstream of the pipe replacement. Upstream of the culvert
replacement, Stream B will be impacted by 8 linear feet of pipe extension and 10 linear feet of rip
rap within the bed and bank of the channel. Improvements to Important Intermittent Stream B are
illustrated in Attachment J - Sheet No. 19.
Approximately 456 linear feet of the bed and banks of Perennial Stream D will be redefined
(Attachment J - Sheet No. 6). The banks will be laid back and the channel will be defined to
provide a uniform positive (1.11%) slope throughout the channel. These activities will be
completed under the Tulloch Rule since redefinition of Stream D will consist of excavation without
discharges to jurisdictional waters of the U.S. Erosion control matting and riparian seeds will be
installed along both banks to prevent erosion. Additional improvements will consist of upgrading
the existing pipe at Worcaster Place (Attachment J - Sheet No. 7). These improvements will
include the placement of 33 linear feet of rip rap within the bed and banks of the channel
downstream of Worcaster Place, and 15 linear feet of rip rap upstream of Worcaster Place.
On behalf of CSWS, CWS is submitting a Pre-Construction Notification (PCN) application with
attachments in accordance with Nationwide Permit General Condition No. 13, and pursuant to
Nationwide Permit No. 27 and Water Quality Certification No. 3353 (Attachment J).
11
Charleston/Monroe Watershed Improvement Project August 1, 2003
' Nationwide Permit No. 27 Project No. 2002-0218
Compensatory Mitigation
' Construction of this project is intended to improve water quality on a watershed scale by
enhancing channel dimension, profile, and in-stream habitat. These improvements appear to
qualify as Enhancement Level II mitigation as defined in the North Carolina Stream Mitigation
Guidelines (April 2003). Approximately 906 linear feet of this project's activities meet the
' criteria for this level of enhancement. CSWS believes that this project is self-mitigating given
the water quality improvements that will result from construction of the project. A summary of
' compensatory mitigation is included as Table 6.
Table 6. Comnensatorv Mitigation Summarv
Bank Feet of Linear Feet of
.Inrisdictional Area Activity Improvements Improvements
(b f)
„
(if)
Channel redefinition with
Perennial Stream A bioengineering and rip rap or 890 bf 445 if
coir rolls at toe of bank
Channel redefinition with
Important Intermittent erosion control matting and 922 bf 461 if
Stream B riparian seed installation and rip
rap or coir rolls at toe of bank
Total -- 1,812 bf 9061f
' The success of the planted vegetation will be monitored for a period of one year post
construction. Copies of the Vegetation Monitoring Report will be submitted to the NCDWQ and
USACE following the monitoring event. Data gathered during the monitoring event will include
representative photographs, species diversity, species richness, percent survival, and percent
' cover.

'z When converting from bank feet to linear feet, linear feet =''/z x bank feet.
12
'v -, o ?I ? ? •? `$,:.' 1.
• .r t t It r_1` t 1 -?
l `SAY ? ?(. ?j4? ^ l]il? L ? , 1
? f'}'?
Charleston Dive
? ?• ,c? ry, ? :?.+v .fir ? v `
° Sharon Anuty Road 1? ' ?5? ?; a ??. . c -:r i
6hatlestonDnve Improv merit?ik
? .y?; ?. ` t .• ? •}a. ? ? ? e - ,? \ ?s \ c' ?,-x-••" ,rte. ? •`?'•
,h??, ?'p•? O i u '?`• X? t? i.+- j? - ,•'•:..,, i /. i.i raa tij--
v • nh I I ' - _-'- f • Independence Boulevard (US-74)
J.
1r71 dark I\ , ..• , i 1 ?.
tMt Lr • ?'? ?•iV ue?retwrl ?' ,, I J ,•..
.? ' .t i ? i ?? C r7i1.? ? ? ! ..? K}Qfr ?'? , ? ?'^'7 ? ? ? r r-? ? I''.
nShtre1Roadlmprovement Area ? ? -
?? ?? ?•. `? `/ ? ? tit 1 ?. ?° --•? '?/,? t
?•??' ?? ) Seaboard CoastIine`Railmd
?t •? ????- ??- I ??-nt`-., ?'.S?y, ? .. /?W erg _ ?11?. '.'•
?. 4 z ? ? ? ? ? r ? ? ? ? ??..a?+.ki? Y; ? ??'.nrv. ? - j ? ?•?• ,.r '?` ?,?7?? ( ?? ? r i? ? ( ? ? ra
?? r 1 { , ?t t
`_'? i ?.'i~ 4•- a j' a. ?.v?.'.'° Fto'a_ Ar1?? 1? r f.f\.?, ?9, r?.r.??'t ^, f r 1!' l .i
Approximate Scale 1" = 2000'
Reference: USGS 7.5 Minute Topographic Map Series, Charlotte Eau quadrangle, North Carolina, dated 1991.
Carolina Wetland Services Figure 1. USGS Site Location Map
I 5000 Nations Crossing Road, Suite 230 Charleston/Monroe Watershed Improvement Project
Charlotte, North Carolina 28217 Charlotte, North Carolina
C W S Project No. 2002-0218
PREPARED BY DATE CHECKED BY DATE
ssH 6-9-03 G,d $ !•03

2

HUH.

Ur 2
Mo

i,,GeB2

Cu0
tie
B
n24,

c
s inde MS r
.` `.• ` c
laend
B
p
, ?
ence goulev '
as
and (US- J
R?

?
• ??.
?/ r e 2

fv
- Ur
7 A? m
-He8
?.
??
i DaB
?
CUB
?
,
•
C-uB H e B
CeO2
F. 7
41
Ur Q 3 Hey CUB
.
?0
bC?82
/7r0 v 2
?a s?

-.# CUB

u
D
n ?? Ur
Ur
Charleston Drive Improvement Area c?B f

?. 61, E'3
-
?? ? •

Hub , ;,b. - ?? ...... ?CUB
CUB NdB ?. FIeB ??
" `
a• 74
CUB Leq?t ,. " t CUB ---
'r: Ctl?7'
?He,B

MO [k6 Hu8
y _ r r, i Ur

CUB
CUe., UK
Coe ceD2 Erinshire Road Improve
ment Area H
e82 CUD 21
a I cuB a
_ CUB 1 o
• 'C u8 i. ?.
Approximate Scale P= 2000'
Reference: NRCS Soil Survey of Mecklenburg County, North Carolina, Sheet No. 7, dated 1980.
Carolina Wetland Services
5000 Nations Crossing Road, Suite 230
Charlotte, North Carolina 28217
Figure 2. NRCS Soil Survey
Charleston/Monroe Watershed Improvement Project
Charlotte, North Carolina
CWS Project No. 2002-0218
PREPARED BY DATE CHECKED BY DATE
=SM 6-1-03 &-C14 8•1•(J3
,
`p
13
Ell
Important Intermittent Stream C s
Approximately 437 linear feet
cP Wetland AA
?J
Approximately 0.306 acre
J
74
Wetland CC
Q: - - H Approximately 0.021 acre
. ?
E Wetland BB
a
Pond A Approximately 0.034 acre
1.62 acre
Unimportant Intermittent Stream B
cz)
Wetland DD ~? Approximately 484 linear feet 0.02 acre
'C )
Approximately 0.08 acre From Ashmore Dr. to Glendora Dr.
,1. Important Intermittent Stream B -

Approximately 990 linear feet 2v
ri Perennial Stream A %fi - -
( Approximately 704 linear feet ; - q
JURISDICTIONAL STREAM CHANNEL
JURISDICTIONAL WETLAND AREA
JURISDICTIONAL OPEN WATER AREA
* SCP1 STREAM CLASSIFICATION POINT
•DP1 DATA POINT
V PHOTO LOCATION AND DIRECTION
NOTE, JURISDICTIONAL WATERS OF THE U,S, WERE DETERMINED BY
CAROLINA WETLAND SERVICES (CWS) ON NOVEMBER 20, 2000 AND
JUNE 4 AND 5, 2002, WETLANDS AA-DD WERE DELINEATED BY CWS
AND SURVEYED BY EAST COAST SURVEYORS.
SCALE 6AlE SHEET
a"»sv i' - 2DD'-D' 6/11/03 FIGURE 38. ROXIMATE JURISDICTIONAL BOUNDARY FIELD MAP
CMDgm Walrod Savim FLO. ML P0. DRANM BY CHARLESTON RIVE IMPROVEMENT AREA (CDIA)
b? Ili "WNW mQw=gPASwte230 OF
ChwWOkNod4Cuorms 28217 CHARLEST ONROE WATERSHED IMPROVEMENT PROJECT
Coe Na CHECKED BY CHARLOTTE, NORTH CAROLINA 2
2602-0216 G" -
`a
d ?
i(1? dp V • pyu
-,Wetland EE
_? I
0 T Approximately 0.26 acre
,Q v Perennial Stream D
Approximately 1,477 linear feet Perennial Stream E
Approximately 916 linear feet ?
-Ij
Y¢CIntock
School
Middle Stream A
Approximately 1,195 linear feet '
Q Q.
Q V" A\\\ ?LEGEND
dJ

JURISDICTIONAL STREAM CHANNEL
JURISDICTIONAL WETLAND AREA
JURISDICTIONAL OPEN WATER AREA
• SCP1 STREAM CLASSIFICATION POINT
•DP1 DATA POINT
E PHOTO LOCATION AND DIRECTION

NOTE, JURISDICTIONAL WATERS OF THE U.S. WERE DETERMINED BY
CAROLINA WETLAND SERVICES (CWS) ON NOVEMBER 20, 2000 AND SCALE WE Q*X,
JUNE 4 AND 5, 2002. WETLANDS AA-DD WERE DELINEATED BY CWS 11 . 3w-6' 6/11/03 FIGURE 3b. APPROXIMATE JURISDICTIONAL BOUNDARY FIELD MAP
AND SURVEYED BY EAST COAST SURVEYORS, 2
5M Nsfi mQMM9mg)Asm' 0230 MAW 6 ERINSHIRE ROAD IMPROVEMENT AREA (ERIA) OF
°? } s aw101W6 knhC,mlim 28217 1d1 CHARLESTONIMONROE WATERSHED IMPROVEMENT PROJECT
JOB "a c1Ea® BY CHARLOTTE, NORTH CAROLINA 2
2604-0218 GCA -
¦
i
Charleston/Monroe Watershed Improvement Project August 1, 2003
Nationwide Permit No. 27 Project No. 2002-0218
3
f ?'Y t of : l
1• i
4 S'
3'ji ;
?
} f
. ? I) ?

Attachment B - Request for Jurisdictional Determination Form
?
' ?
a ,
i ,4 t r A

t

7
v v r "J
4€?I

4 t .?.? .{' $11.:
a tira b?QQayy'r

REQUEST FOR JURISDICTIONAL DETERMINATION

I

1

DATE: August 1, 2003
COUNTY Mecklenburg County, North Carolina TOTAL ACREAGE OF TRACT
PROJECT NAME _(if applicable) Charleston/Monroe Watershed Improvement Project
PROPERTY OWNER/APPLICANT (name, address and phone):
Charlotte Storm Water Services
POC: Mr. Jarrod J. Karl at [phone]
600 East Fourth Street
Charlotte, North Carolina 28202-2844
NAME OF CONSULTANT, ENGINEER, DEVELOPER (if applicable):
Carolina Wetland Services, Inc.
POC: Gregory C. Antemann, PWS at [phone]
5000 Nations Crossing Road, Suite 230
Charlotte, North Carolina 28217
STATUS OF PROJECT (check one):
( ) On-going site work for development purposes
( X ) Project in planning stages
(Type of project: Watershed Improvement Project )
( ) No specific development planned at present
( ) Project already completed
ADDITIONAL INFORMATION REQUIRED:
Check items submitted - forward as much information as is available. At a minimum, the following fast two items must be sent.
(X) USGS Site Location Map (Attachment A - Figure 1)
(X) NRCS Soil Survey (Attachment A - Figure 2)
(X) Approximate Jurisdictional Boundary Field Maps (Attachment A - Figures 3a and 3b)
(X) Pre-Construction Notification Application - Nationwide Permit No. 27 (Attachment C)
(X) Routine On-Site Data Forms (Attachment D)
(X) NCDWQ Stream Classification Forms (Attachment E)
(X) USACE Intermittent Channel Evaluation Forms (Attachment F)
(X) Representative Photographs (Attachment G)
(X) Agency Correspondence (Attachment H)
(X) Conceptual Drawings of Proposed Pond (Attachment I)
(X) Proposed Improvements (Attachment J - Plan Sheet Nos. 3, 4, 6, 7, 8, and 19)
Signature of Propert? Owner or
Authorized Agent
Mr. Jarrod J. Karl
N/A

I
Charleston/Monroe Watershed Improvement Project August 1, 2003
Nationwide Permit No. 27 Project No. 2002-0218
"J
'! ! t i' fir
11 ", „".?5''?1' S L M
, !T` ?` 3'2' 1 3k
Ain
h v, 41 +': 7 ?l.w. a fan :.?M ?? ;try
Attachment C - Pre-Construction Notification Application
Nationwide Permit No. 27
Office Use Only: Form Version April 2001
USACE Action ID No. DWQ No.
If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A" rather than
leaving the space blank.
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. 27
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (see section VIII - Mitigation), check here: ?

L

II. Applicant Information
1. Owner/Applicant Information
Name: City of Charlotte Storm Water Services, Contact: Mr. Jarrod J. Karl
Mailing Address: 600 East Fourth Street
Charlotte, North Carolina 28202
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: ikarl(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: Gregory C. Antemann, PWS
Company Affiliation: Carolina Wetland Services Inc.
Mailing Address: 5000 Nations Crossing Road, Suite 230
Charlotte, North Carolina 28217
Telephone Number: 704-527-1177 Fax Number: 704-527-1133
E-mail Address: gregg(a),carolinawetlandservices.com
Page 1 of 7
' III. Project Information
1. Name of project: Charleston/Monroe Watershed Improvement Project
' 2. T.I.P. Project Number (NCDOT Only): N/A
3. Properly Identification Number (Tax PIN): N/A - multiple properties
4. Location
' County: Mecklenburg Nearest Town: Charlotte
Subdivision name (include phase/lot number): N/A
' Directions to site (include road numbers, landmarks, etc.): From downtown Charlotte, travel
southeast on Independence Boulevard (US-74) to Sharon Amity Road. Turn right on Sharon
Amity Road and travel for approximately % mile to. Lantana Avenue and proceed for % mile
to the Charleston Drive Improvement Area (CDIA). To reach the Erinshire Road
Improvement Area (ERIA), continue on Sharon Amity Road for an additional % mile to
Craig Avenue. Turn left onto Craig Avenue and the site is located on the left.
5. Site coordinates, if available (UTM or Lat/Long): CDIA - N35° 11'21"-W8 00 46' 0"
ERIA - N35° 10' 46" - W800 46' 28"
(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 project area is comprised mostly of single-family residences with maintained lawns.
7. Property size (acres): N/A
8. Nearest body of water (stream/river/sound/ocean/lake): McMullen Creek
' 9. River Basin: Catawba River
(Note - this must be one of North. Carolina's seventeen designated major river basins. The
River Basin map is available at http://h?o.enr.state.nc.us/admin/maps/.)
10. Describe the purpose of the proposed work: The purpose of the Charleston/Monroe Capital
' Improvement Project is to construct water quality improvements within two residential areas.
Activities will include the restoration of on-site stream channels and upgrading the existing
storm water infrastructure. Several on-site streams are suffering from severe bank erosion
and blockages due to undersized culverts. Residents living along on-site streams have
experienced flooding during storm events. By installing in-stream structures, native live
stakes, flood-plain benches, and adequately sized "buried" culverts water quality should
improve within and downstream of these neighborhoods.
11. List the type of equipment to be used to construct the project: A trackhoe and typical
construction equipment will be used for this project.
12. Describe the land use in the vicinity of this project: Residential, commercial, and industrial
' land usages surround the project.
' Page 2 of 7
IV. Prior Project History
I

I
I

Previous projects within the on-site stream channels include the installation of hard and soft
stabilization, and several pipes. The dates and circumstances of these activities are unknown.
V. Future Project Plans
Future project plans for the Charleston Drive Improvement Area include "daylighting" a piped
portion of stream channel constructing a pond that will include forebay wetland areas, native
wetland plant installation, and recreational trail amenities. Two conceptual drawings of the
proposed pond designs are included as Attachment I. This project will be permitted as a separate
project.
VI. Proposed Impacts to Waters of the United States/Waters of the State
1. Wetland Impacts
Wetland Impact
Type of
Area of Impact Located within
100-year Distance to
Site Number Impact* (acres) Floodplain** Nearest Stream Type of Wetland***
(indicate on map)
(yes/no) (linear feet)
N/A
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
t 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: 0.70 acre
Total area of wetland impact proposed: N/A
2. Stream Impacts, including all intermittent and perennial streams
Stream Impact Length of Average Width Perennial or
Site Number Type of Impact* Impact Stream Name** of Stream Intermittent?
(indicate on map) (lf- linear feet)
(bf - bank feet) Before Impact (please specify)
Channel redefinition
Stream A w/ coir roll toe and 315 bf McMullen Creek 6' Perennial
bank bioengineering
Channel redefinition
Stream A w/ rock toe and bank 575 bf McMullen Creek 6' Perennial
bioengineering
Channel redefmition
Stream A w/ rock toe and no 22 bf McMullen Creek 6' Perennial
bank bioengineering
Stream A In-stream structures 90 if McMullen Creek 6' Perennial
Bank rip
rap -
Bank
Stream A

Rd.
e
Erinshir f

201f

McMullen Creek

6'

Perennial
Page 3 of 7
I
I
I
I

Stream A Rip rap apron - 42 if McMullen Creek 6' Perennial
Erinshire Rd.
Channel redefinition Unnamed Tributary to
' Important
Stream B w/ coir roll toe and 384 bf 2-3

bank matting/seeding McMullen Creek Intermittent
Channel redefinition Unnamed Tributary to
, Important
Stream B w/ rock toe and bank 538 bf 2-3

matting/seeding McMullen Creek Intermittent
Stream B In-stream structures 9 if Unnamed Tributary to 2-3, Important
McMullen Creek Intermittent
Stream B Rip rap aprons - 42 if Unnamed Tributary to 2-3, Important
Glendora Dr. McMullen Creek Intermittent
Stream B Pipe extension - 12 if Unnamed Tributary to 2-3, Important
Glendora Dr. McMullen Creek Intermittent
Stream D Rip rap apron - 48 if Unnamed Tributary to 24' Perennial
Worcaster Pl. McMullen Creek

Stream D Pipe extension -
16 if Unnamed Tributary to
2-4'
Perennial
Worcaster Pl. McMullen Creek
* 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.mapguest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 1,834 bf and 279 if (bank
feet are impacts restricted to banks and include left and right bank impacts; linear feet are
impacts to bed and/or banks; please note that some of these impacts overlap)
3. Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any
other Water of the U.S. N/A
1

Open Water Impact Area of Name of Waterbody Type of Waterbody
Site Number Type of Impact* Impact
(if applicable) (lake, pond, estuary, sound,
(indicate on map) (acres) bay, ocean, etc.)
N/A
* 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 - Pond will be constructed as part of future project
L
1 Page 4 of 7
I
I
VII.
I

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
Impact Justification (Avoidance and Minimization)
Impacts to on-site jurisdictional waters of the U.S. have been reduced to the maximum extent
practicable. Important Intermittent Stream C and Perennial Stream E will be avoided by the
project. In addition, Wetlands BB, DD, and EE will be avoided and only 55 square feet (0.001
acre) of Wetland CC will be impacted during construction of the project (Attachment J - Sheet
No. 8). Impacts to Wetland CC will be permitted under Nationwide Permit No. 3 and do not
require notification. Temporary impacts to Wetland AA will be remediated after construction as
described in the attached report. In general, the placement of rip rap along the banks of on-site
stream channels will be limited to the outside bends where stream velocity and shear stress are
greatest. Shear stress calculations and thresholds are summarized in Tables 3 and 4 of the
attached report. The project design has also limited the placement of rip rap within the stream
bed and upper portions of the channel bank to those areas directly adjacent to proposed pipe
replacements. The remainder of the proposed rip rap will be limited to the toe of the channel
slope. Erosion control matting, riparian seeding, and/or live stakes will be installed to stabilize
upper portions of the channel bank. All other portions of channel requiring stabilization due to
current conditions or proposed channel grading will utilize soft stabilization (i.e., coir rolls and
geotextile material) and bioengineering techniques to protect the stream banks. Proper sediment
and erosion control measures will also be used to minimize disturbance to downstream waters. See
report for additional details.
VIII. Mitigation
Construction of this project is intended to improve water quality on a watershed scale by enhancing
channel. dimension, profile, and in-stream habitat. These improvements appear to qualify as
Enhancement Level II mitigation as defined in the North Carolina Stream Mitigation Guidelines (April
' 2003). Approximately 906 linear feet of this project's activities meet the criteria for this level of
enhancement. CSWS believes that this project is self-miti ating_given the water quality improvements
that will result from construction of the project. A summary of compensatory mitigation is included as
' Table 6 in the attached report.
' 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 htw:/:'h2o.enr.state.ne.us/wrpiindex.htm. If
use of the NCWRP is proposed, please check the appropriate box on page three and provide
the following information:
Page 5 of 7
' 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.
' 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: SWIM Buffers )?
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
11

1
Zone* Impact
(square feet) Multiplier Required
Mitigation
1 3
2 1.5
Total
* Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
Page 6 of 7
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or .0260.
Charlotte Storm Water Services projects are exempt form SWIM Buffer requirements.
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.
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
XII. Sewage Disposal (DWQ Only)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
N/A
XIII. Violations (DWQ Only)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application?
Yes ? No
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
' work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
Construction is scheduled to begin immediately following. receipt of the appropriate permits.
Applig(af t/Agent's Signature at
Page 7 of 7
Charleston/Monroe Watershed Improvement Project August 1, 2003
Nationwide Permit No. 27 Proiect No. 2002-0218
Attachment D - Routine On-Site Data Forms
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: Charleston/Monroe Watershed I ove t Project Date: 05/17/O2
Applicant/Owner: City of Charlotte Storm Water Services County: Mecklenburg
Investigator: Gregg Antemann and Isaac Hinson State: NC
Do Normal Circumstances exist on the site? Yes No Community ID: wetlan
Is the site significantly disturbed (Atypical Situation)? Yes No Transect ID:
Is the area a potential Problem Area? Yes No Plot ID: DP1
If needed, explain on reverse.
VFGFTATIC]N
Dominant Plant Species
1. Populus deltoides Stratum
Tree Indicator
FAC+ Dominant Plant Species
9. Juncus effusus Stratum
Herb Indicator
FACW+
2. Salix nigra Tree OBL 10. Carex sp. Herb -
3. Ulmus rubra Tree FAC 11. Panicum rigidulum var. pubescens Herb OBL
4. Acer negundo Tree FACW 12. Acer rubrum Tree FAC
5. Betulanigra Tree FACW 13. Fraxinuspennsylvanica Tree FACW
6. Cephalanthus occidentalis Shrub OBL 14.
7. Smilax rotundifolia Vine FAC 15.
8. Boehmeria cylindrica Herb FACW+ 16.
Percent of Dominant Species that are OBL, FACW, or FAC
100%
Remarks:
All dominants are FAC or wetter.
HYDROLOGY
Recorded Data (Describe in remarks):
- Stream, Lake or Tide Gauge
- Aerial Photographs
_ Other
X No Recorded Data Available Wetland Hydrology Indicators:
Primary Indicators:
_ Inundated
_ Saturated in Upper 12 Inches
_ Water Marks
X Drift Lines
Field Observations: X Sediment Deposits (on leaves)
Drainage Patterns in Wetlands
Depth of Surface Water: N/A (in.) Secondary Indicators (2 or more required):
_ Oxidized Root Channels in Upper 12 Inches
Depth to Free Water in Pit: N/A (in.) X Water-Stained Leaves
X Local Soil Survey Data
Depth to Saturated Soil: >12 (in.) X FAC-Neutral Test
Other (Explain in Remarks)
Remarks:
Wetland hydrology indicators are resent.
Routine On-Site Data Forms Page 1 of 2 8/1/2003
SOILS
Map Unit Name
(Series and Phase): Helena sandy loam ( 2 to 8 percent slopes Drainage Class mod. well drained
Field Observations
Taxonomy (Subgroup): thermic A uic Ha ludults Confirm Mapped Type? Yes No

Profile Description:
Depth Matrix Color Mottle Colors Mottle Texture, Concretions,
(inches) Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure, etc.
00=6 B 10 YR 4/1 5YR 518 common clay loam
prominent
6-12 B Glev 16 /N 5YR 5/8 man clay loam
prominent
- Histosol _ Concretions
Histic Epipedon High Organic Content in Surface Layer in Sandy Soils
Sulfidic Odor _ Organic Streaking in Sandy Soils
- Aquic Moisture Regime Listed on Local Hydric Soils List (Inclusions)
_ Reducing Conditions _ Listed on National Hydric Soils List
X Gleyed or Low-Chroma Colors _ Other (Explain in Remarks)
Remarks:
Hydric soil indicators are present.
WETLAND DETERMINATION
Hydrophytic Vegetation Present? Yes No (Circle
Wetland Hydrology Present? Yes No
(Circle)
Hydric Soils Present? Yes No Is this Sampling Point Within a Wetland? Yes No
Remarks:
Data point is representative of a jurisdictional wetland area
Approved by HQUSACE 2192
Routine On-Site Data Forms Page 2 Of 2 8/112003
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: Charleston/Monroe Watershed Impro yeme t Project Date: 05/17/02
Applicant/Owner: City of Charlotte Storm Water Services County: Mecklenburg
Investigator: Gregg Antemann and Isaac Hinson State: NC
Do Normal Circumstances exist on the site? Yes No Community ID: wetlan
d
Is the site significantly disturbed (Atypical Situation)? Yes 0 Transect ID:
Is the area a potential Problem Area? Yes No Plot ID: DP2
If needed, explain on reverse.
VEGETATION
Dominant Plant Species Stratum
1. Fraxinus pennsylvanica Tree Indicator
FACW Dominant Plant Species Stratum Indicator
9.
2. Acer rubrum Tree FAC 10.
3. Liquidambar styracifula Tree FAC+ 11.
4. Carex spp. Herb - 12.
5. Juncus effusus Herb FACW+ 13.
6. Cornus amomum Shrub FACW+ 14.
7. Panicum virgatum Herb 15.
8. 16.
Percent of Dominant Species that are OBL, FACW or FAC
100%
Remarks:
11AII dominant vegetation is FAC or wetter.
HYDROLOGY
Recorded Data (Describe in remarks):
- Stream, Lake or Tide Gauge
- Aerial Photographs
Other
No Recorded Data Available Wetland Hydrology Indicators:
Primary Indicators:
- Inundated
- Saturated in Upper 12 Inches
_ Water Marks
_ Drift Lines
Field Observations: _ Sediment Deposits (on leaves)
X Drainage Patterns in Wetlands
Depth of Surface Water: N/A (in.) Secondary Indicators (2 or more required):
- Oxidized Root Channels in Upper 12 Inches
Depth to Free Water in Pit: N/A (in.) _ Water-Stained Leaves
X Local Soil Survey Data
Depth to Saturated Soil: >12 (in.) X FAC-Neutral Test
Other (Explain in Remarks)
Remarks:
Wetland hydrology indicators are 12 resent.
Routine On-Site Data Forms Page 1 of 2 81112003
SOILS
Map Unit Name
(Series and Phase): Helena Sandy Loam (2 to 8 percent slopes) Drainage Class mod. well drained
Field Observations
Taxonomy (Subgroup): thermic A uic Ha ludults Confirm Mapped Type? Yes No
Profile Description:
Depth Matrix Color Mottle Colors Mottle Texture, Concretions,
(inches) Horizon (Munsell Moist (Munsell Moist) Abundance/Contrast Structure, etc.
0-12 B 5YR 6/2 5YR 5/8 few silt loam
prominent
_ Histosol _ Concretions
_ Histic Epipedon - High Organic Content in Surface Layer in Sandy Soils
_ Sulfidic Odor _ Organic Streaking in Sandy Soils
_ Aquic Moisture Regime Listed on Local Hydric Soils List (Inclusions)
_ Reducing Conditions _ Listed on National Hydric Soils List
X Gleyed or Low-Chroma Colors _ Other (Explain in Remarks)
Remarks:
Hydric soil indicators are present.
WETLAND DETERMINATION
Hydrophytic Vegetation Present? ges No (Circle
Wetland Hydrology Present? No
(Circle)
Hydric Soils Present? No lis this Sampling Point Within a Wetland? Yes No
Remarks:
Data point is representative of a .jurisdictional wetland area.
Approved by HQUSACE 2192
Routine On-Site Data Forms Page 2 of 2 8/1/2003

DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: Charleston/Monroe Watershed Im rove n Project Date: 05/17/02
Applicant/Owner: City of Charlotte Storm Water Services County: Mecklenburg
Investigator: Gregg Antemann and Isaac Hinson State: NC
Do Normal Circumstances exist on the site? Yes No Community ID: uplan
d
Is the site significantly disturbed (Atypical Situation)? Yes No Transect ID:
Is the area a potential Problem Area? Yes No Plot ID: DP3
If needed, explain on reverse.
VEGETATION
Dominant Plant Species
1. Pinus virginiana Stratum Indicator
Tree - Dominant Plant Species Stratum Indicator
9. Toxicodendron radicans Vine FAC
2. Juniperus virginiana Tree FACU- 10:
3. Liquidambar styracifula Tree FAC+ 11.
4. Quercus alba Tree FACU 12.
5. Quercusphellos Tree FACW- 13.
6. Acer rubrum Tree FAC 14.
7. Carya glabra Tree FACU 15.
8. Rubus argutus Shrub FAC 16.
Percent of Dominant Species that are OBL, FACW or FAC
57°0
Remarks:
More than 50% of dominant ve
getation is FAC or wetter.
HYDROLOGY
_ Recorded Data (Describe in remarks):
- Stream, Lake or Tide Gauge
- Aerial Photographs
- Other
X No Recorded Data Available Wetland Hydrology Indicators:
Primary Indicators:
_ Inundated
_ Saturated in Upper 12 Inches
_ Water Marks
_ Drift Lines
Field Observations: _ Sediment Deposits (on leaves)
_ Drainage Patterns in Wetlands
Depth of Surface Water: N/A (in.) Secondary Indicators (2 or more required):
- Oxidized Root Channels in Upper 12 Inches
Depth to Free Water in Pit: N/A (in.) _ Water-Stained Leaves
X Local Soil Survey Data
Depth to Saturated Soil: >12 (in.) _ FAC-Neutral Test
Other (Explain in Remarks)
Remarks:
Wetland hydrology indicators are absent.
Routine On-Site Data Forms Page 1 of 2 8/112003
i
SOILS
Map Unit Name
(Series and Phase): Helena Sandy Loam (2 to 8 percent slopes) Drainage Class mod. well drained
Field Observations
Taxonomy (Subgroup): thermic A Uic Ha ludults Confirm Mapped Type? Yes No
Profile Description:
Depth Matrix Color Mottle Colors Mottle Texture, Concretions,
(inches) Horizon Lunsell Moist) /Munsell Moist) Abundance/Contrast Structure, etc.
0-12 B 5YR 4/6 10YR 4/2 few silt loam
prominent
_ Histosoi _ Concretions
- Histic Epipedon _ High Organic Content in Surface Layer in Sandy Soils
Sulfidic Odor Organic Streaking in Sandy Soils
Aquic Moisture Regime X Listed on Local Hydric Soils List (Inclusions)
- Reducing Conditions - Listed on National Hydric Soils List
- Gleyed or Low-Chroma Colors - Other (Explain in Remarks)
Remarks:
Hydric soil indicators are absent.
Wt 1 LAND DETERMINATIQN
Hydrophytic Vegetation Present? Yes No (Circle
Wetland Hydrology Present? Yes No (Circle)
Hydric Soils Present? Yes No Is this Sampling Point Within a Wetland? Yes No
Approved by HQUSACE 2192
Routine On-Site Data Forms
Page 2 of 2
8/1/2003

J

E

DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: Charleston/Monroe Watershed Improvement Project Date: 05/17/02
Applicant/Owner: City of Charlotte Storm Water Services County: Mecklenburg
Investigator: Gregg Antemann and Isaac Hinson State: NC
Do Normal Circumstances exist on the site? Yes No Community ID: wetlan
Is the site significantly disturbed (Atypical Situation)? Yes No Transect ID:
Is the area a potential Problem Area? Yes No Plot ID: DP4
If needed, explain on reverse.
VEGETATION
Dominant Plan Species
1. Acer rubrum Tree FAC Dominant Plant Species Stra m Indicator
9.
2. Fraxinus pennsylvanica Tree FACW 10.
3. Liquidambar styracifula Tree FAC+ 11.
4. Carex spp. Herb - 12.
5. Juncus effusus Herb FACW+ 13.
6. 14.
7. 15.
8. 16.
Percent of Dominant Species that are OBL, FACW or FAC
100%
Remarks:
All dominant vegetation is FAC or wetter.
HYDROLOGY
_ Recorded Data (Describe in remarks):
_ Stream, Lake or Tide Gauge
Aerial Photographs
_ Other
No Recorded Data Available Wetland Hydrology Indicators:
Primary Indicators:
X Inundated
X Saturated in Upper 12 Inches
_ Water Marks
_ Drift Lines
Field Observations: _ Sediment Deposits (on leaves)
_ Drainage Patterns in Wetlands
Depth of Surface Water: 11=2 (in.) Secondary Indicators (2 or more required):
- Oxidized Root Channels in Upper 12 Inches
Depth to Free Water in Pit: N/A (in.) _ Water-Stained Leaves
X Local Soil Survey Data
Depth to Saturated Soil: 0 (in.) FAC-Neutral Test
Other (Explain in Remarks)
Remarks:
Wetland hydrology indicators are p resent.
Routine On-Site Data Forms Pagel of 2 8/1/2003
SOILS
Map Unit Name
(Series and Phase): Helena sandy loam ( 2 to 8 percent slopes.) Drainage Class mod. well drained
Field Observations
Taxonomy (Subgroup): thermic A uic Ra ludults Confirm Mapped Type? Yes No
Profile Descrition:
Depth Matrix Color Mottle Colors Mottle Texture, Concretions,
(inches) Horizon (Munsell Moist (Munsell Moist) Abundance/Contrast Structure, etc.
0-12 B 10YR 6/1 10YR 6/8 few clay loam
prominent
_ Histosol _ Concretions
- Histic Epipedon _ High Organic Content in Surface Layer in Sandy Soils
- Sulfidic Odor _ Organic Streaking in Sandy Soils
Aquic Moisture Regime X Listed on Local Hydric Soils List (Inclusions)
_ Reducing Conditions - Listed on National Hydric Soils List
X Gleyed or Low-Chroma Colors - Other (Explain in Remarks)
Remarks:
Hydric soil indicators are p resent.
WETLAND DETERMINATION
Hydrophytic Vegetation Present? es No (Circle
Wetland Hydrology Present? Hes No
(Circle)
Hydric Soils Present? No Is this Sampling Point Within a Wetland? Yes No
Remarks:
Data oint is representative of a jurisdictional wetland area.
Approved by HQUSACE 2192
Routine On-Site Data Forms Page 2 of 2 8/1/2003
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: Ch rlest onroe Watershed Improvement Project Date: 11/20/00
Applicant/Owner: City of Charlotte Storm Water Services County: Mecklenburg
Investigator: Gregg Antemann State: NC
Do Normal Circumstances exist on the site? Yes No Community ID: wetlan
d
Is the site significantly disturbed (Atypical Situation)? Yes No Transect ID:
Is the area a potential Problem Area? Yes No Plot ID: DP5
If needed, explain on reverse.
VEGETATION
Dominant Plant S ecies
1. Salix nigra
2. Ulmus rubra
3. Sambucus canadensis
Tree OBL
Tree FAC
Shrub FACW- Dominant Plant Species Stratum Indicator
9.
10.
11.
4. Ligustrum sinense Shrub FAC 12.
5. Rubus argutus Shrub FAC 13.
6. Smilax rotundifolia Vine FAC 14.
7. Lonicera japonica Vine FAC- 15.
8. Wisteria sinensis Herb - 16.
Percent of Dominant Species that are OBL, FACW or FAC
86%
Remarks:
More than 50% of dominant ve
getation is FAC or wetter.
HYDROLOGY
Recorded Data (Describe in remarks):
- Stream, Lake or Tide Gauge
- Aerial Photographs
Other
No Recorded Data Available Wetland Hydrology Indicators:
Primary Indicators:
_ Inundated
_ Saturated in Upper 12 Inches
Water Marks
Drift Lines
Field Observations: X Sediment Deposits (on leaves)
_ Drainage Patterns in Wetlands
Depth of Surface Water: N/A (in.) Secondary Indicators (2 or more required):
- Oxidized Root Channels in Upper 12 Inches
Depth to Free Water in Pit: N/A (in.) _ Water-Stained Leaves
X Local Soil Survey Data
Depth to Saturated Soil: >12 (in.) X FAC-Neutral Test
Other (Explain in Remarks)
Remarks:
Wetland ddrologyv indicators are p resent.
Routine On-Site Data Forms Page I Of 2 8/1/2003
SOILS
Map Unit Name
(Series and Phase): Helena sandy loam (2 to 8 percent slopes) Drainage Class mod. well drained
Field Observations
Taxonomy (Subgroup): thermic A uic Ha ludults Confirm Mapped Type? Yes No
Profile Description:
Depth Matrix Color Mottle Colors Mottle Texture, Concretions,
(inches) Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure, etc.
0-12 B 2.5Y 5/2 2.5YR 4/8 many clay loam
prominent
_ Histosol _ Concretions
- Histic Epipedon - High Organic Content in Surface Layer in Sandy Soils
- Sulfidic Odor _ Organic Streaking in Sandy Soils
_ Aquic Moisture Regime X Listed on Local Hydric Soils List (Inclusions)
_ Reducing Conditions _ Listed on National Hydric Soils List
X Gleyed or Low-Chroma Colors _ Other (Explain in Remarks)
Remarks:
Hydric soil indicators are p resent.
WETLAND DETERMINATION
Hydrophytic Vegetation Present? Yes No (Circle
Wetland Hydrology Present? es No (Circle)
Hydric Soils Present? Yes No Is this Sampling Point Within a -Wetland? Yes No
Remarks:
Data point is representative of a jurisdictional wetland area.
Approved by HQUSACE 2192
Routine On-Site Data Forms Page 2 Of 2 8/1/2003
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: Charleston/Monroe Watershed Improvement o' t Date: 11/20/00
Applicant/Owner City of Charlotte Storm Water Services County: Mecklenburg
Investigator: Gregory C. Antemann State: NC
Do Normal Circumstances exist on the site? es No Community ID: wetland
Is the site significantly disturbed (Atypical Situation)? Yes No Transect ID:
Is the area a potential Problem Area? Yes No Plot ID: DP6
I
If needed, explain on reverse.)
VEGETATION
Dominant Plan Species
1. Quercusphellos Stratum
Tree Indicator
FACW- Dominant Plant Species Stratum Indicator
9.
2. Acer rubrum Tree FAC 10.
3. Liquidambar styraciflua Tree FAC+ 11.
4. Ulums rubra Tree FAC 12.
5. Cornus amomum Shrub FACW+ 13.
6. Ligustrum sinense Shrub FAC 14.
7. Carex sp. Herb - 15.
8. Smilax rotundifolia Herb FAC 16.
% of Dominant Species that are OBL, FACW or FAC (not FAC-)
100%
Remarks:
All dominant vegetation is FAC or wetter.
HYDROLOGY
_ Recorded Data (Describe in remarks):
- Stream, Lake or Tide Gauge
Aerial Photographs
_ Other
X No Recorded Data Available Wetland Hydrology Indicators:
Primary Indicators:
Inundated
Saturated in Upper 12 Inches
_ Water Marks
_ Drift Lines
Field Observations: _ Sediment Deposits (on leaves)
X Drainage Patterns in Wetlands
Depth of Surface Water: N/A (in.) Secondary Indicators (2 or more required):
X Oxidized Root Channels in Upper 12 Inches
Depth to Free Water in Pit: N/A (in.) _ Water-Stained Leaves
Local Soil Survey Data
Depth to Saturated Soil: 0 (in.) X FAC-Neutral Test
Other (Explain in Remarks)
Remarks:
Wetland hydrology indicators are present.
Routine On-Site Data Forms Page 1 of 2 81112003
i
i
OILS
Map Unit Name
(Series and Phase): Helena sandy loam ( 2 to 8 percent slo pes Drainage Class moderately well
Field Observations
Taxonomy (Subgroup): thermic A quic Haplndnlts Confirm Mapped Type? Yes No
Profile Description:
Depth Matrix Color Mottle Colors Mottle Texture, Concretions,
(inches) Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure, etc.
0-12 B 10 YR 6/1 5YR 4/6 few fine sandy loam
prominent
Histosol _ Concretions
Histic Epipedon - High Organic Content in Surface Layer in Sandy Soils
_ Sulfidic Odor _ Organic Streaking in Sandy Soils
Aquic Moisture Regime X Listed on Local Hydric Soils List
_ Reducing Conditions - Listed on National Hydric Soils List
X Gleyed or Low-Chroma Colors - Other (Explain in Remarks)
WETLAND DETERMINATION
Hydrophytic Vegetation Present? Yes No (Circle
Wetland Hydrology Present? es No
(Circle)
Hydric Soils Present? Yes No Ils this Sampling Point Within a Wetland? Yes No
Approved by HQUSACE 2192
Routine On-Site Data Forms
Page 2 of 2
8/1/2003
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: Charleston/Monroe Watershed Improvemen t ro'ect Date: 1 2 /00
Applicant/Owner City of Charlotte Storm Water Services County: Mecklenburg
Investigator: Gregory C. Antemann State: NC
Do Normal Circumstances exist on the site? es No Community ID: =I
Is the site significantly disturbed (Atypical Situation)? Yes No Transect ID:
Is the area a potential Problem Area? Yes No Plot ID: DP7
If needed, explain on reverse.
VEGETATION
Dominant Plant Species
1. Quercus phellos Stratum
Tree Indicator
FACW- Dominant Plant Species
9. Lonicera japonica Stratum
Herb Indicator
FAC-
2. Acer rubrum Tree FAC 10. Smilax rotundifolia Herb FAC
3. Liquidambarstyracii lua Tree FACW 11. Toxicodendron radicans Herb FAC
4. Oxydendrum arboreum Tree FACU 12.
5. Quercus alba Tree FACU 13.
6. Ligustrum sinense Shrub FAC 14.
7. Rubus argutus Shrub FAC 15.
8. Pueraria montana Herb 16.
% of Dominant Species that are OBL, FACW or FAC (not FAC-)
70%
Remarks:
More than 50% of dominant vegetation is FAC or wetter.
HYDROLOGY
_ Recorded Data (Describe in remarks):
- Stream, Lake or Tide Gauge
- Aerial Photographs
Other
X No Recorded Data Available Wetland Hydrology Indicators:
Primary Indicators:
- Inundated
- Saturated in Upper 12 Inches
_ Water Marks
_ Drift Lines
Field Observations: - Sediment Deposits (on leaves)
Drainage Patterns in Wetlands
Depth of Surface Water: N/A (in.) Secondary Indicators (2 or more required):
- Oxidized Root Channels in Upper 12 Inches
Depth to Free Water in Pit: N/A (in.) _ Water-Stained Leaves
Local Soil Survey Data
Depth to Saturated Soil: >12 (in.) FAC-Neutral Test
_
Other (Explain in Remarks)
Remarks:
Wetland hydrology indicators are absent.
Routine On-Site Data Forms Page 1 of 2 8/1/2003
OILS
Map Unit Name
(Series and Phase): Helena sandy loam (2 to 8 percent slopes) Drainage Class moderately well
Field Observations
Taxonomy (Subgroup): thermic Aquic Hapludults Confirm Mapped Type? Yes No
Depth Matrix Color Mottle Colors Mottle Texture, Concretions,
(inches) Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure, etc.
0-12 B 10YR 4/6 2Y 4/2 many sandy loam
prominent
_ Histosol
Histic Epipedon
_ Sulfidic Odor
Aquic Moisture Regime
_ Reducing Conditions
_ Gleyed or Low-Chroma Colors
_ Concretions
High Organic Content in Surface Layer in Sandy Soils
Organic Streaking in Sandy Soils
X Listed on Local Hydric Soils List
- Listed on National Hydric Soils List
- Other (Explain in Remarks)
WETLAND DETERMINATION
Hydrophytic Vegetation Present? Yes No (Circle)
Wetland Hydrology Present? Yes No (Circle
Hydric Soils Present? Yes No Is this Sampling Point Within a Wetland? Yes No
Remarks:
Data point is representative of a non-jurisdictional upland floodplain area
Approved by HQUSACE 2/92
Routine On-Site Data Forms Page 2 of 2 8/1/2003
Charleston/Monroe Watershed Improvement Project August 1, 2003
Nationwide Permit No. 27 Project No. 2002-0218
Attachment E - NCDWQ Stream Classification Forms
NCDWO Stream Classification Form SCP1- Perennial Stream A
Project Name: Charleston/Monroe W.I.P. River Basin: Catawba River County: Mecklenburg Evaluators: Gregory C. Antemann, PWS and Isaac J. Hinson
DWQ Project Number: Nearest Named Stream: McMullen Creek Signatures: &44
Date: 5/17/02 USGS QUAD: Charlotte East, NC Longitude: W80'46'0" Latitude: N35° 11' 21"
Location/Directions: From Charlotte, take East Indevendeace Blvd. (U.S. 74) to North Sharon Amity Road. Turn right onto North Sharon Amity
Road and travel for annroximateiv %2 mile to Lantana Avenue. Turn left onto Lantana Avenue and travel for annroximately I/< mile to the site.
*PLEASE NOTE: If evaluator and landowner agree that the feature is a man-made ditch, then use of this form is not necessary. Also, if in the best professional judgement of the evaluator, the
feature is a man-made ditch and not a modified natural stream-this rating system should not be used'
Primary Field Indicators: (Circle One Number Per Line)
1. Geomorphology Absent Weak Moderate Strong
1) Is There A Riffle-Pool Sequence? 0 ® 2 3
2) Is The USDA Texture In Streambed
5) Is There An Active (Or Relic)
II. Hydrology Absent Weak Moderate Strong
1) Is There A Groundwater
PRIMARYHYDROLOGYINDICATOR POINTS: 3
111. DIUIULY
1 Are Fibrous Roots Present In Streambed? t1UJCnL YY CSK
2 LUMucrate
1 Mroul!
0
2 Are Rooted Plants Present In Streambed? 2 1 0
3 Is Peri h on Present? I 2 3
4 Are Bivalves Present? 1 2 3
PRIMARY BIULUGY 1NDIGAT OR PUIN7S: 6
Secondary Field Indicators: (Circle One Number Per Line)
' 3) Does Topography Indicate A
Natural Drainage Way? 0
SECONDARY GEOMORPHOLOGYINDICATOR POINTS: 2.5
11. Hydrology Absent Weak Moderate Strong
1) Is This Year's (Or Last's) Leaflitter
Present In Streambed? 1.5 ® 0.5 0
2) Is Sediment On Plants (Or Debris) Present? 0 0.5 ® 1.5
4) Is Water In Channel And >48 Hrs. Since 0 0.5 1 11.1
Last Known Rain? (*NOTE. IfDitch Indicated In #9 Above Skip This Step And #5 Below*)
5) Is There Water In Channel During Dry 0 0.5 1 1©
Conditions Or hi Growing Season h?
6) Are Hvdric Soils Present In Sides Of Channel (Or In Headcut)? Yes 1. No=O
SECONDARYHYDROLOGYINDICATOR POINTS: 8
III. Biology Absent' Weak Moderate Strong
1) Am Fish Present? ® 0.5 1 1.5.
21 Am A-hihi- P--t? (1 Fn,;i 1 1 G

' 8) Are Wetland Plants In Streambed? SAV Mostly OBL Mostly FACW Mostly FAC Mostly FACU Mostly UPL
(* NOTE. If Total Absence OfAll Plants In Streambed 2 1 0.75 0.5 0 0
As Noted Above Skip This Step UNLESS SAV Present*).
SECONDARYBIOLOGYINDICATOR POINTS. 0.5
1 TOTAL POINTS (Primary +Secondary)= 38 (If Greater Than Or Equal To 19 Points The Stream Is At Least Intermittent)
3 Are A uaticTurtles Present? 0.5 1 1.5
4 Are Crayfish Present? 0.5 1 1.5
5 Are Macrobenthos Present? 0.5 1 1.5
6 Are Iron Oxidizing Bacteria/Fungus Present? 0.5 1 1.5
7 Is Filamentous Algae Present? 0.5 1 1.5

(*NOTE: IfBed & Bank Caused By Ditching And WITHOUT Sinuosity Then Score=0*)
10) Is A 20Q Order Or Greater Channel (As Indicated
On Tom Map And/Or In Field) Present? Yes: No=0
PRIMARY GEOMORPHOLOGYINDICA TOR POINTS: 18
NCDWO Stream Classification Form . SCP2 - Perennial Stream A
Project Name: Charleston/Monroe W.I.P. River Basin: Catawba River County: Mecklenburg Evaluator: Gregory C. Antemann, PWS
DWQ Project Number: Nearest Named Stream: McMullen Creek Signature:
Date: 11/20/00 USGS QUAD: Charlotte East. NC Longitude: W80146' 28" Latitude: N35a 10' 46"
Location/Directions: From Charlotte, take East Independence Blvd. (U.S. 74) to North Sharon Amity Road Turn right onto North Sharon Amity
Road and travel for approximately 1.25 mile to Craig Avenue. Turn left onto Craig Avenue and the site is located on the left
-PLEASE NOTE: If evaluator and landowner agree that the feature is a man-made ditch, then use of this form is not necessary. Also, if in the best professional judgement of the evaluator, the
feature is a man-made ditch and not a modified natural stream-this rating system should not be used*
Primary Field Indicators: (Circle One Number Per Line)
1. Geomorphology Absent Weak Moderate Strong
1) Is There A Riffle-Pool Sequence? 0 1 2
' 2) Is The USDA Texture In Streambed
Different From Surrounding Terrain?
0
1
2
3) Are Natural Levees Present? ® 1 2 3
4) Is The Channel Sinuous? 0 1
3
5) Is There An Active (Or Relic)
Floodolain Present?
0
®
2
3
'
A -
6) Is The Channel Braided? ® 1 2 3
9) Is A Continuous Bed & Bank Present? 0 1 2
(*NOTE: IfBed & Bank Caused By DitchineAnd WITHOUT Sinuosity Then Score=0*)
10) Is A 2' Order Or Greater Channel (As Indicated
On Topo Map And/Or hi Field) Present? Yes No=0
PRIMARY GEOMORPHOLOGYINDICATOR POINTS: 19
II. Hydrology Absent Weak Moderate Strong
1) Is There A Groundwater
Flow/Dischame Present? 0 1 2
PRIMARYHYDROLOGYINDICATOR POINTS: 3
Secondary Field Indicators: (Circle One Number Per Line)
1. Geomorphology Absent Weak Moderate Strong
1) Is There A Head Cut Present In Channel? ® 0.5 1 1.5
2) Is There A Grade Control Point In Channel? 0 0.5 1 IN
3) Does Topography Indicate A
Natural Drainage Way? 0 0.5 1 FTR
SECONDARY GEOMORPHOLOGYINDICATOR POINTS: 3
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 1 1.
' Last Known Rain? (-NOTE: IfDitch Indicated In #9 Above Ski, This Step And #5 Below*1
5) Is There Water In Channel During Dry 0 0.5 1 1©
Conditions Or In Growing Season ?
6) Are Hydric Soils Present In Sides Of Channel (Or In Headcut)? Yes_ 1. N6=0
SECONDARYHYDROLOGYINDICATOR POINTS: 7.5
III. Biology Absent Weak Moderate Strong
1) Are Fish Present? ® 0.5 1 1.5
2) Are Amphibians Present? 0 H 1 1.5
3) Are AquaticTurtles Present? ® 0.5 1 15
4) Are Crayfish Present? 0 1 1.5
8) Are Wetland Plants In Streambed? SAV Mostly OBL Mostly FACW Mostly FAC Mostly FACU Mostly UPL
(* NOTE: If Total Absence Of All Plants In Streambed 2 1 0.75 0.5 0 0
As Noted Above Skip This Step UNLESS SAV Present*)
SECONDARYBIOLOGYINDICATOR POINTS: I
' TOTAL POINTS (Primary +Secondary)= 39.5 (If Greater Than Or Equal To 19 Points The Stream Is At Least Intermittent)
rLHMARY MOLUGY INDICATUR POINTS: 6
NCDWO Stream Classification Form SCP3 - Important Intermittent Stream B
' Project Name: Charleston/Monroe W.I.P. River Basin: Catawba River County: Mecklenburg Evaluator: Gregory C. Antemann. PWS
DWQ Project Number: Nearest Named Stream: McMullen Creek Signature:
Date: 11/20/00 USGS QUAD: Charlotte East. NC Longitude: W80146' 0" Latitude: N35111'21"
Location/Directions: From Charlotte, take East Independence Blvd. (U.S. 74) to North Sharon Amity Road Turn right onto North Sharon Amity
Road and travel for approximately '/2 mile to Lantana Avenue. Turn left onto Lantana Avenue and travel for approximately '/< mile to the site
' -PLEASE NOTE: If evaluator and landowner agree that the feature is a man-made ditch, then use of thisform is not necessary. Also, if in the best professional judgement of the evatuator, the
feature is a man-made ditch and not a modified natural stream-this rating system should not be used*
Primary Field Indicators: (Circle One Number Per Line)
I. Geomorphology Absent Weak Moderate Strong
1) Is There A Riffle-Pool Sequence? 0 ® 2 3
2) Is The USDA Texture In Streambed
5) Is There An Active (Or Relic)
8) Is There A Bankfull Bench Present? 0 1 ® 3
9) Is A Continuous Bed & Bank Present? 0 1 2
(*NOTE: If Bed & Bank Caused By Ditching And WITHOUT Sinuosity Then Score=0*)
10) Is A 2' Order Or Greater Channel (As Indicated
On Topo Map And/Or In Field) Present? Yes=3 No=f

' PRIMARY GEOMORPHOLOGYINDICATOR POINTS: 9
PIRMAI(Y f,fULU(iY IIVDI (-AI UX PUINI JY 6
Secondary Field Indicators: (Circle One Number Per Line)
1 I. Geomorphologv Absent Weak Moderate Strong
1) Is There A Head Cut Present In Channel? ® 0.5 1 1.5
2) Is There A Grade Control Point In Channel? 0 0.5 1 -
1?5
3) Does Topography Indicate A
Natutal Drainage Way? 0 0.5 1
SECONDARY GEOMORPHOL OGY INDICA TOR POINTS: 3
II. Hydrology Absent Weak Moderate Strong
1) Is This Year's (Or Last's) Leaflitter
Present In Streambed? 1.5 1 EN 0
1 2) Is Sediment On Plants (Or Debris) Present? ® 0.5 1 1.5
3) Are Wrack Lines Present? 0 0.5 ® 1.5
4) Is Water In Channel And >48 Hrs. Since 0 0® 1 1.5
Last Known Rain? (-NOTE: IfDitch Indicated In #9 Above Ski, 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 Hydric Soils Present In Sides Of Channel (Or In Headcut)? _ Yes=1.5 No=O
II. Hydrology Absent Weak Moderate Strong
1) Is There A Groundwater
Flow/Dischame Present? 0 2 3
PRIMARYHYDROLOGY)'NDICATOR POINTS: I

1 Are Fibrous Roots Present In Streambed? ?r-
2 ivlogerare
1 strong
0
2 Are Rooted Plants Present In Streambed? 2 1 0
3 Is Peri h ton Present? 1 2 3
4 Are Bivalves Present? 1 2 3
SECONDARYHYDROLOGYINDICATOR POINTS: 2.5
I
?. xr
1 Are Fish Present? -U-1 yreaK
0.5 mogerate
1 Wong
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
1 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 Ski, This Step UNLESS SAV Present*).
SECONDARYBIOLOGYINDICATOR POINTS: 2.5
I TOTAL POINTS (Primary +Secondary)= 24 (If Greater Than Or Equal To 19 Points The Stream Is At Least Intermittent)

NCDWO Stream Classification Form SCP4 - Important Intermittent Stream C
Project Name: Charleston/Monroe W.I.P. River Basin: Catawba River County: Mecklenburg Evaluator: Gregory C. Antemann, PWS
DWQ Project Number. Nearest Named Stream: McMullen Creek Signature:
Date: 11/20/00 USGS QUAD: Charlotte East, NC Longitude: W801 46' 0" Latitude: N35o 11'21"
Location/Directions: From Charlotte, take East Independence Blvd. (U.S. 74) to North Sharon Amity Road Turn right onto North Sharon Amity
Road and travel for approximately '/2 mile to Lantana Avenue. Turn left onto Lantana Avenue and travel for approximately ''% mile to the site
*PLEASE NOTE: If evaluator and landowner agree that the feature is a man-made ditch, then use of this form is not necessary. Also, if in the best professional judgement of the evaluator, the
feature is a man-made ditch and not a modified natural stream-this rating system should not be used*
Primary Field Indicators: (Circle One Number Per Line)
1. Geomorphology Absent Weak Moderate Strong
1) Is There A Riffle-Pool Sequence? 0 ® 2 3
2) Is The USDA Texture In Streambed
5) Is There An Active (Or Relic)
8) Is There A Bankfull Bench Present? 0 1 ® 3
9) Is A Continuous Bed & Bank Present? 0 1 2
(*NOTE: IfBed & Bank Caused By DitchinQAnd WITHOUT Sinuosity Then Score=0*)
10) Is A 2nd Order Or Greater Channel (As Indicated
On Tono May And/Or In Field) Present? Yes=3 No=O
PRIMARY GEOMORPHOLOGYINDICA TOR POINTS: 8
11. Hydrology Absent Weak Moderate Strong
1) Is There A Groundwater
Flow/Discharge Present? 0 1 ® 3
PRIMARYHYDROLOGYINDICATOR POINTS: 2
ttr. tsrotogy
1 Are Fibrous Roots Present In Streambed? A bsent Weak
2 Moderate
1 Strong
0
2 Are Rooted Plants Present In Streambed9 2 1 0
3 Is Perih on Present? 1 2 3
4 Are Bivalves Present? 1 2 3
r1uMARY 1flULUGY INDI (,AI UK PUINI S. 6
Secondary Field Indicators: (Circle One Number Per Line)
' 1) Is There A Head Cut Present In Channel? ® 0.5 1 ?y 1.5
2) Is There A Grade Control Point In Channel? 0 0.5
1
3) Does Topography Indicate A
Natural Drainage Way? 0
0.5
1
SECONDARY GEOMORPHOL OGY INDICA TOR POINTS: 3
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 © 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 0.5 © 1.5
Conditions Or In Growing Season)?
6) Are Hvdric Soils Present In Sides Of Channel (Or In HeadcutL Yes=1.5 NA
SECONDARYHYDROLOGYINOICATOR POINTS: 4.5

1 Are Fish Present? H-.1 Wean
0.5 ivioaerate
1 Strong
1.5
Z Are Amphibians Present? 0.5 1 1.5
3 Are A uaticTurtles Present? 0.5 1 1.5
4 Are Crayfish Present? 0.5 1 1.5
5 Are Macrobenthos Present? 0.5 1 1.5
6 Are Iron Oxidizing Bacteria/Fun s Present? 0.5 1 1.5
7 Is Filamentous Al a Present? 0.5 1 1.5
' s) Are Wetland Plants In Stmambed? SAV Mostly OBL Mostly FACW Mostly FAC Mostly FACU Mostly UPI,
(* NOTE: If Total Absence OfAll Plants In Streambed 2 1 0.75 0.5 0 0
As Noted Above Skip This Step UNLESS SAV Present*)
SECONDARY BIOLOGYINOICATOR POINTS: 0
' TOTAL POINTS (Primary +Secordary)= 23.5 (If Greater Than Or Equal To 19 Points The Stream Is At Least Intermittent)
NCDWO Stream Classification Form SCP5 - Perennial Stream D
Project Name: Charleston/Monroe W.I.P. River Basin: Catawba River County: Mecklenburg Evaluator: Gregory C. Antemann, PWS
DWQ Project Number: Nearest Named Stream: McMullen Creek Signature:
Date: 11/20/00 USGS QUAD: Charlotte East. NC Longitude: W80146'28" Latitude: N351 10'46"
Location/Directions: From Charlotte, take East Independence Blvd. (U.S. 74) to North Sharon Amity Road Turn right onto North Sharon Amity
Road and travel for approximately 1.25 mile to Craig Avenue. Turn left onto Craig Avenue and the site is located on the left. *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 Strop
1) Is There A Riffle-Pool Sequence? ® 1 2 3
2) Is The USDA Texture In Strearnbed
Different From Surrounding Terrain 0 1 ® 3
3) Are Natural Levees Present? ® 1 2 3
4) Is The Channel Sinuous? 0 ® 2 3
5) Is There An Active (Or Relic)
II. Hydrology Absent Weak Moderate Strong
1) Is There A Groundwater
Flow/Discharge Present? 0 1 3
PRIMARYHYDROLOGYINDICATOR POINTS: 2
r'I ts'=
1 Ace Fibrous Roots Present In Streambed? A bsent Weak
2 Moderate
1 Strong
0
2 Are Rooted Plants Present In Streambed? 2 1 0
3 Is Peri h ton Present? 1 2 3
4 Are Bivalves Present? 1 2 3
PRIMARY BIOLOGYINDICATOR POINTS: 6
Secondary Field Indicators: (Circle One Number Per Line)
1. Geomorphology Absent Weak Moderate Strong
1) Is There A Head Cut Present In Channel? ® 0.5 1 1.5
2) Is There A Grade Control Point In Channel? 0 0.5 1 IN
3) Does Topography Indicate A
Natural Drainage Way? 0 0.5 1
SECONDARY GEOMORPHOLOGYINDICATOR POINTS: 3
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 © 1.5
Last Known Rain? (*NOTE. IfDitch Indicated In #9 Above Skin This Step And #5 Below*)
' 5) Is There Water In Channel During Dry 0 0.5 © 1.5
Conditions Or In Growing Season)?
6) Are Hydric Soils Present In Sides Of Channel (Or In Headc_ut)? _ Yes 1. No=0
SECONDARYHYDROLOGYINDICATOR POINTS: 5
2) Are Amnhibians Present?
3 Are A uaticTurtles Present? 0.5 1 1.5
4 Are Crayfish Present? 0.5 1 1.5
5 Are Macrobenthos Present? 0.5 1 1.5
6 Are Iron Oxidizing Bacteria/Fun s Present? 0.5 1 1.5
7 Is Filamentous Algae Present? 0.5 1 1.5
8) Are Wetland Plants In Streambed? SAV Mostly OBL Mostly FACW Mostly FAC Mostly FACU Mostly UPL
' (*NOTE. If Total Absence Of All Plants In Streambed 2 1 0.75 0.5 0 0
As Noted Above Skin This Step UNLESS SA VPresent*).
SECONDARYBIOLOGYINDICATOR POINTS: 0.5
TOTAL POINTS (Primary + Secondary= 25.5 (If Greater Than Or Equal To 19 Points The Stream Is At Least Intermittent)
I
(NUIE: 1t tied & Bank Caused By DitchinYAnd WITHOUT Sinuosity Then Score=0*)
10) Is A 2nd Order Or Greater Channel (As Indicated
On Topo May And/Or In Field) Present? Yes=3 No f@
PRIMARY GEOMORPHOLOGYINDICATOR POINTS: 9

? e
INTERMITTENT CHANNEL
EVALUATION FORM
SCP1- Perennial Stream A
ACTION ID: APPLICANT NAME Charlotte Storm Water Services DATE: 5/17/02
PROPOSED CHANNEL WORK (i.e., culvert, relocation, etc.): grading, stabilization, and structure maintenance
WATERBODY/RIVER BASIN: McMullen Creek/Catawba River COUNTY/CITY: Mecklenburg/Charlotte
RECENT WEATHER CONDITIONS: 75 degrees and sunny
P SP NP Observation Comments or Descri tion
X Fish/Shellfish/Crustaceans Present
X Benthic Macro Invertebrates
X Amphibians Present/Breeding Frogs
X Algae And/Or Fungus (water quality function)
X Wildlife Channel Use i.e. tracks, feces, shells, others)
X Federally Protected Species Present (Discontinue)
X Riffle/Pool Structure
X Stable Streambanks Vegetated banks

X Channel Substrate
i.e. gravel, cobble, rock, coarse sand)
Coarse sand to gravel

X

Riparian Canopy Present (SP =/> 50% closure) Salix nigra, Populus deltoides,
Fraxinus pennsylvanica, Platanus occidentalis,
Acer saccharum s oridanum
X Undercut Banks/ In-stream Habitat Structure
X Flow In Channel 6-foot average ordinary hi water width

X Wetlands Adjacent to/Contiguous with Channel
(Discontinue)
Wetlands AA-CC
N/A Persistent Pools/Saturated Bottom (June thru Sept.)
N/A See s/Groundwater Discharge June thm Sept.)
X Adjacent Flood lain Present
X Wrack Material or Drift Lines

X

Hydro hytic Vegetation in/adjacent to channel Salix nigra, Fraxinus pennsylvanica,
Platanus occidentalis, Juncus effusus,
Boehmeria c lindrica
Important To Domestic Water Supply? Y / n
Does Channel Appear On A Quad Or Soils Map. YO/ N
Determination:
Approx. Drainage Area: Approximately 150 Acres
® Perennial Channel (stop) ® Important Channel: 704 LF PROJECT MGR Initials
? Intermittent Channel (proceed) ? Unimportant Channel: LF
? Ephemeral Channel (no jd) (attach map indicating location of important/unimportant channel)
? Ditch Through Upland (no jd)
1 P=Present SP=Strongly Present NP=Not Present
Evaluator's Signature: ?V??-:
Gfegory C. Antemann, PWS
imi
INTERMITTENT CHANNEL
EVALUATION FORM
SCP2 - Perennial Stream A
ACTION ID: APPLICANT NAME Charlotte Storm Water Services DATE: 11/20/00
PROPOSED CHANNEL WORK (i.e., culvert, relocation, etc.): grading, stabilization, and structure maintenance
WATERBODY/RIVER BASIN: McMullen Creek/Catawba River COUNTY/CITY: Mecklenburg/Charlotte
RECENT WEATHER CONDITIONS: Snow within the last 48 hours, 65 degrees
P SP NP Observation Comments or Descn tion
X Fish/Shellfish/Crustaceans Present Evidence of crayfish
X Benthic Macro Invertebrates
X Amphibians Present/Breeding
X Algae And/Or Fungus (water quality function)
X Wildlife Channel Use (i.e. tracks, feces, shells, others) Bird tracks
X Federally Protected Species Present (Discontinue)
X Riffle/Pool Structure
X Stable Streambanks Vegetated

X Channel Substrate
i.e. gravel, cobble, rock, coarse sand)
Coarse sand to bedrock
X Ri anan Cano Present (SP =/> 50% closure)
X Undercut Banks/ In-stream Habitat Structure Undercut banks
X Flow In Channel 5 to 8-foot average ordinary hi water width

X Wetlands Adjacent to/Contiguous with Channel
(Discontinue)
N/A Persistent Pools/Saturated Bottom June thru Sept.)
N/A See s/Groundwater Discharge June thru Sept.)
X Adjacent Flood lain Present
X Wrack Material or Drift Lines
X Hydro hytic Vegetation in/adjacent to channel
Important To Domestic Water Supply? Y /0
Does Channel Appear On A Quad Or Soils Map? OY / N
Determination:
Approx. Drainage Area: Approximately 480 Acres
® Perennial Channel (stop) ® Important Channel: 1,195 LF PROJECT MGR. Initials
? Intermittent Channel (proceed) ? Unimportant Channel: LF
? Ephemeral Channel (no jd) (attach map indicating location of important/unimportant channel)
? Ditch Through Upland (no jd)
P=Present SP=Strongly Present NP=Not Present
Evaluator's Signature:,
Gregory C. Antemann, PWS

i
i
i
H
INTERMITTENT CHANNEL
EVALUATION FORM
SCP3 - Important Intermittent Stream B
ACTION ID: APPLICANT NAME Charlotte Storm Water Services DATE: 11/20/00
PROPOSED CHANNEL WORK (i.e., culvert, relocation, etc.): grading, stabilization, and structure maintenance
WATERBODY/RIVER BASIN: McMullen Creek/Catawba River COUNTY/CITY: Mecklenburg/Charlotte
RECENT WEATHER CONDITIONS: Snow within the last 48 hours, 65 degrees
P SP NP Observation Comments or Descn tion
X Fish/Shellfish/Crustaceans Present
X Benthic Macro Invertebrates Aquatic worms and mosquito larvae
X Amphibians Present/Breeding
X Algae And/Or Fungus (water quality function) Iron-oxidizing bacteria
X Wildlife Channel Use (i.e. tracks, feces, shells, others)
X Federally Protected Species Present (Discontinue)
X Riffle/Pool Structure
X Stable Streambanks Maintained lawn

X Channel Substrate
(i.e. gravel, cobble, rock, coarse sand)
Coarse sand to gravel
X Riparian Canopy Present (SP =/> 50% closure) Partially through maintained lawns
X Undercut Banks/ In-stream Habitat Structure Persistent pools
X Flow In Channel 2 to 3-foot average ordinary hi water width

X Wetlands Adjacent to/Contiguous with Channel
(Discontinue)
Wetland AA
N/A Persistent Pools/Saturated Bottom June thru Sept.)
N/A See s/Groundwater Discharge June thru Sept.)
X Adjacent Flood lain Present
X Wrack Material or Drift Lines
X Hydro h 'c Vegetation in/adjacent to channel
Important To Domestic Water Supply? Y /
Does Channel Appear On A Quad Or Soils Map? Y / NO
Determination:
Approx. Drainage Area: Approximately 15 Acres
? Perennial Channel (stop) ® Important Channel: 990 LF PROJECT MGR Initials
® Intermittent Channel (proceed) ? Unimportant Channel: LF
? Ephemeral Channel (no jd) (attach map indicating location of importantlunimportant channel)
? Ditch Through Upland (no jd)
P=Present SP=Strongly Present NP=Not Present
Evaluator's Signature: '2z"' C_,,? _
v is U
Gregory C. Antemann, P.W.S.
t i
t?a?t
I

I

INTERMITTENT CHANNEL
EVALUATION FORM
SCP4 - Important Intermittent Stream C
ACTION ID: APPLICANT NAME Charlotte Storm Water Services DATE: 11/20/00
PROPOSED CHANNEL WORK (i.e., culvert, relocation, etc.): N/A
WATERBODY/RIVER BASIN: McMullen Creek/Catawba River COUNTY/CITY: Mecklenburg/Charlotte
RECENT WEATHER CONDITIONS: Snow within the last 48 hours, 65 degrees
P SP NP Observation Comments or Descri tion
X Fish/Shellfish/Crustaceans Present
X Benthic Macro Invertebrates
X Amphibians Present/Breeding
X Algae And/Or Fungus water quality function)
X Wildlife Channel Use i.e. tracks, feces, shells, others)
X Federally Protected Species Present (Discontinue)
X Riffle/Pool Structure
X Stable Streambanks Maintained lawn

X Channel Substrate
(i.e. gravel, cobble, rock, coarse sand)
Coarse sand
X Riparian Canopy Present (SP =/> 50% closure) Partially through maintained lawns
X Undercut Banks/ In-stream Habitat Structure Persistent pools
X Flow In Channel 2 to 4-foot average ordinary hi water width

X Wetlands Adjacent to/Contiguous with Channel
(Discontinue)
N/A Persistent Pools/Saturated Bottom (June thru Sept.)
N/A See s/Groundwater Discharge (June thru Sept.)
X Adjacent Flood lain Present
X Wrack Material or Drift Lines
X H dro hytic Vegetation in/adjacent to channel-
Important To Domestic Water Supply? Y / @
Does Channel Appear On A Quad Or Soils Map? Y / NO
Determination:
Approx. Drainage Area: Approximately 30 Acres
? Perennial Channel (stop) ® Important Channel: 437 LF PROJECT MGR. Initials
® Intermittent Channel (proceed) ? Unimportant Channel: LF
? Ephemeral Channel (no jd) (attach map indicating location of important/unimportant channel)
? Ditch Through Upland (no jd)
t P=Present SP=Strongly Present NP=Not Present
Evaluator's Signature: C.
Gre ory C. Antemann, P.W.S.
I
INTERMITTENT CHANNEL
EVALUATION FORM
SCP5 - Perennial Stream D
ACTION ID: APPLICANT NAME Charlotte Storm Water Services DATE: 11/20/00
PROPOSED CHANNEL WORK (i.e., culvert, relocation, etc.): channel grading
WATERBODY/RIVER BASIN: McMullen Creek/Catawba River COUNTY/CITY: Mecklenburg/Charlotte
RECENT WEATHER CONDITIONS: Snow within the last 48 hours, 65 degrees
P SP NP Observation Comments or Descri tion
X Fish/Shellfish/Crustaceans Present
X Benthic Macro Invertebrates
X Amphibians Present/Breeding Salamander
X Algae And/Or Fungus water quality function)
X Wildlife Channel Use i.e. tracks, feces, shells, others
X Federally Protected Species Present (Discontinue)
X Riffle/Pool Structure
X Stable Streambanks

X Channel Substrate
i.e. gravel, cobble, rock, coarse sand)
Coarse sand to cobble
X Riparian Canopy Present (SP =/> 50% closure) Partially through maintained lawns
X Undercut Banks/ In-stream Habitat Structure Undercut banks and pools
X Flow In Channel 2 to 4-foot average ordinary hi water width

X Wetlands Adjacent to/Contiguous with Channel
(Discontinue)
Wetland DD
N/A Persistent Pools/Saturated Bottom (June thru Sept.)
N/A Se s/Groundwater Discharge (June thru Sept.)
X Adjacent Flood lain Present
X Wrack Material or Drift Lines
X Hydro hytic Vegetation in/adjacent to channel
Important To Domestic Water Supply? Y /0
Does Channel Appear On A Quad Or Soils Map? Y / ON
Determination:
Approx. Drainage Area: Approximately 30 Acres
® Perennial Channel (stop) ® Important Channel: 1,477 LF PROJECT MGR Initials
? Intermittent Channel (proceed) ? Unimportant Channel: LF
? Ephemeral Channel (no jd) (attach map indicating location of important/unimportant channel)
? Ditch Through Upland (no jd)
P=Present SP=Strongly Present NP=Not Present
Evaluator's Signature: 'tcl? C_
Gregory C. Antemann, PWS
Charleston/Nlonroe ?N atershed Improvement Project August 1, 2003
Nationwide Permit No. 27 Project No. 2002-0218
I
Charleston/Monroe NNatershed Improvement Project Au(,ust 1, 2003
Nationwide Permit No. 27 Project No. 2002-0218

41

d; tr
V
?
?
Y

Photograph C. View of Important Intermittent Stream B

Y "
,yt
Photograph D. View of Perennial Stream D
ii
Charleston/Monroe Watershed Improvement Project august I, 2003
Nation-,Side Permit No. 27 Project No. 2002-0218

t
A-
t
hr.

y
~
'? T Ya ?y? i^ ? .. •4 - .'?y,,,,? . r.
} r:. _ -_ •? 'tjl? r „ry?4.
i
?
'

'--_
•?, r ya?•xaY t A( ?`rL`'"B??S •...„ti.? mot.
41
t• Sir, {
K?.}?? f f? f? i :f h Y`(.> ? p?T•"?C^w t Y??1? tR?

"Aw
Photograph E. View of Wetland AA
j -1*4
..1, t •.
4 ,.
? ?
R'
t9
1
4r
t
?
?
w r
.
.
s + r"

CIN
Fi
.
*:
?C
G°jC "
f
t
y?
t
d S E
k
'
`•?
?
??`?.-, a
µ
a ?'.
? r
?
:p2
?
' ?'
:
? ?
? tF
?
, #
"'t
?
- . ?y
}Y fr .?{ „?, ?
.,
,r
,t
y??
A
T 1
ft
i 1
,# ` Ir i `?/ f ?• y}d .tom 1 ? yt ?
"
, st •'!,r ?. 81 .BOA _ _ "!
? <1. '?
t
i
g
.
,:w? ? . ''^f 1 ? 7 ?!'., ,,fit, ! r f ? ? i?
y NF ?i ?.'fl
.? A
?s
r ?1 k A? • t.1?
k
?
`
.. F ? a `,yam ?? f (. •4.•F?A' ? .I

Photograph F. View of Wetland BB
iii
Charleston/Monroe NN`atershed Improvement Project August 1, 2003
Nationwide Permit No. '_" Proiect No. 2002-0218

~ di

PA W Zt,64A,z
Photograph G. View of Wetland EE
}

R OF

f ,,
]
I
1 (
,
r

? `
.
t

d

5

?? ` K
Y L F ,r?
%
1
' ..C.A y x rr y? -w f} y S 0
I Y
. h ?
W
f 1k.
/? P -
' n rf
? V
i
.1?
I J.
J V y' r yV4
r..
} ^
a
l K

Photograph H. View of Pond A
IV

,uxmmz
ti
North Carolina Department of Cultural Resources
State Historic Preservation Office
David L. S. Brook, Administrator
Michael F. Easley, Governor Division of Archives and History
Lisbeth C. Evans, Secretary Jeffrey J. Crow, Director
April 9, 2001
Gregory C. Antemann, PWS
Carolina Wetland Services
4116 Applegate Rd.
Charlotte, NC 28209
Re: Proposed Charleston/Monroe Road, Storm Water Services, Capital Improvement Project Number
671-00-012, CWS Project No. 2000-0113, Charlotte, Mecklenburg County, ER 01-8604
Dear Mr. Antemann:
' Thank you for your letter of January 19, 2001, concerning the above project.
Thank you for plotting the project area on the USGS map section. In the future, it would assist us if the
exact project, such as the stream channel, was marked within the area boundaries.
There are no known archaeological sites within the proposed project area. Based on our present
knowledge of the area, it is unlikely that any archaeological resources, which may be eligible for inclusion
in the National Register of Historic Places, will be affected by the project construction. We, therefore`
' recommend that no archaeological investigation be conducted in connection with this project. .
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.
' Sincerely,
Vt,,,-a
avid Brook
Deputy State Historic Preservation Officer
DB:kgc
Location Mailing Address Telephone/Fax
Administration 507 N. Blount St, Raleigh, NC 4617 Mail Service Center, Raleigh 27699-4617 [phone] •733-8653
Restoration 515 N. Blount St, Raleigh, NC 4613 Mail Service Center, Raleigh 27699-4613 [phone].715-4801
Survey & Planning 515 N. Blount St, Raleigh, NC 4618 Mail Service Center, Raleigh 27699-4618 [phone] •715-4801

NCDENR
North Carolina Department of Environment and Natural Resources
Michael F. Easley, Governor William G. Ross Jr., Secretary
June 20, 2003
Gregory C. Antemann
Carolina Wetland Services Inc
5000 Nations Crossing Road, Ste 230
Charlotte, North Carolina 28217
SUBJECT: Rare Species, High Quality Natural Communities, and Significant
Natural Heritage Areas Near the Charleston/Monroe Capital
Improvement Project, Charlotte, Mecklenburg County, NC; CWS
Project No. 2002-0218.
Dear Mr. Antemann:
The North Carolina Natural Heritage Program (NC NHP) does not have records for rare species,
high quality natural communities, or significant natural heritage areas (SNHAs ) near the
Charleston/Monroe Capital Improvement Project„ Charlotte, Mecklenburg County, NC. 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.
You may wish to check the NC NHP web page at http://www.ncsparks.net/nhp/search.html for a
listing of rare plants and animals and significant natural communities in the county and on the
topographic quad maps. 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.
Please contact me at 919/715-8700 if you have questions or need more information.
Sincerely,
Jame L. Amoroso, Botanist
Natural Heritage Program
/JLA
1601 Mail Service Center, Raleigh, North Carolina 27699-1601
Phone: [phone] \ FAX: [phone] \ Internet: www.enr.state.nc.us/ENR
An Equal Opportunity \ Affirmative Action Employer - 50% Recycled \ 10% Post Consumer Paper
Charleston/Monroe Watershed Improvement Project
Attachment I — Conceptual Drawings of Proposed Pond
I
August 1, 2003

I

1?

fixx)xo CWK?
`./rcT r*-rw2,

/s
Cct?2o:
f t
f F 4/pt FUW
ctry FtAA%
Y.ONGC?'T G' F1'?471?1[!iS
• 1 rvAMAmm4T fbows,
- WSTLAND n• #,MM 4 s
• 140411tcv- srfth:: ?
• S1RMOK I4WbKA' W
. Z o wdo-S

I

MR 004arry.
i'De r...

? paouw j -'
room ppsrc
rw. aArtt ana
v
? .., nu auj?
a • _

I
_
? sx v
tY 4E IE, DLP 0 ,E? .. i
? _ i
NVIP,
-.

'- - - - - - - - - - - - -
..
'
'
'Mx k 7G FtYlY f

?
J
I

? =d

" I
.: a - .
?
i rl: i? t _ 1 . ?I I
!?

I ? I

1 I

NNl M N J
`

aM701t7
/ .,
/
A
\ i _ aU'E-sus.:
\ i ''3RATE L a J

OGx ?
..
l m
rz rva lav OR rarsmc

? rw Iwo
*,Du s. .wl
v
\ ..
?
_ A
.
\?>L. ocar x , r. •. aTt Eow-2fi

v
r
1
°1
Perenml
1.3 WORCAS
\ \ \ ?
[
?
dx
t
art
t I ?
-
_ -
y-
- -

?

wcm
M 5Ox M ? Perennial Stream D
33 If rip rap
r ?(\ '
? ? `
\ ?-

1 ???
tNDlle?? !
_- \
AD137
\. ? k \ t. \. ?? /

/1
ai
V rv
,v o
M 7tM7671
Ms n / E t.b•6.e1
]]
rv o nn .e. 7
x !I .OD
?`F 5D7bP _ /?\ / `?
Stream D
rap
J I
4? }}`
Perennial Stream D b;' / = µ Approximate Scale:
16 N pipe extension
"
1"=40' H
1
/

\
4804. 4
?- V. a IRpI : OF r w 1
sm 380
Ne 11 TO Ir R Y ? ? 1 t 896.86
WE ME p(M? j
L w1wT a7dA0?. ,.,
?- -
See Sheet 6 for channel grading impacts 6 t a?
% NO. OR ?M,

J ES T VRON IMO -m>-
DEBO'" C
`MrOM /
"
"
FINAL DRAWING

cHARLESTONmIONROE
DRAINAGE IMPROVEMENTS
.
.
..? Not RNis«s" For Construction
I Dtd7-IS7 \
/xl RD CHAM01711 LINE L2
PREPARED BY:
-.10w
USINFRASTRUCTURE

- ENG04EEPOW.&PROPERTY STA 14+00 TO STA 17+79.43
MANAGEMENT

OF CAROLINA, INC.
W
'
ur soar w w w e m
1043 E MOREHEAD STREET SLGTE 20

CHARLOTTE, NORTH CAROM 26204
t
/ %

-
7 20
I
11
I'

--
I
?

uYr?
_
- i54 .. f 1 in 100
t I

tl' i
,i

i
'ic? Y' v
I t
s> 1
i -r a?.?- I I 1 I I __'

i 1
Important Intermittent
Stream B
16 bf coir fiber
' Important Intermittent Important Intermittent
Streom B Stream B
79 bf rip rap 3 If instream structured
? 21-CBE
1
I
Important Intern
' Stream B
67 bf rip rap
A
A" ,Important Intermittent Important Intermittent
Streom B Stream B
Important Intermittent Important Intermittent Im ortant Intermittent 18 bf coir fiber
Important Intermittent 26 bf coir fiber Stream B Stream B P
Stream B 21 bf rip rap 37 bf rip rap Stream B
60 bf coir fiber 24 bf rip rap
Important Intermittent Important Intermittent
Stream B Stream B Important Intermittent
37 bf rip rap 38 bf coir fiber Stream B I
ittent 38 bf coir fiber
Stream B - - ,
3 If structure tream B _ --
Approximate Scale:
1"=40' H
1"=8' V
Important Intermittent
Stream B
4 If pipe extension
I=nt Intermittent
B
8 If pipe extension
' 3 If structure ports Intermittent
Important Intermittent Stream nB Wetland AA Stream B
IN Intermittent 10 If rip rap
Approximately 0.05 acre Important Intermittent 37 bf rip rap Stream B
temporary impacts within Stream B Im octant Intermittent 14 bf rip rap Im octant Intermittent
construction easement 23 bf coir fib er Stream B Important Intermittent Important Intermittent Stream a 1 _
Stream B Stream B J
?19 bf coir fiber 32 If rip rap
- 15 bf coir fiber 56 bf coir fiber Important Intermittent
Important Intermittent Stream B
' 23 bf coir fiber
Stream B [30 portant Intermittent Important Intermittent Important Intermittent
109 bf rip rap ebf riB ra 1Stream B Stream B Important Intermittent Important Intermittent / J ZL
rip B
21 bf rira 43 bf ri ra Stream B Do OR
Up`""
J P P P D Stream B 31 bf coir fiber / OR SUE -0"
119 bf rip rap 5500-4E
? x ^.c?ixwn m 1 «?\1\SA•
15E GIIDOq oa
I Important Intermittent _
Stream B •
21 bf coir fiber CHARLESTON/MONROE
DRAINAGE IMPROVEMENTS

' PREPARED BY

P USINFR OMUCTURE
?
OF CAROLINA, INC.
1043 E. MOREHFM STREET SUITE 203
CHARLOTTE, WATH CAACUMA 28204

FINAL DRAWING
Not Releaaad For Construction
©URIATPE. LINE YSA
E"c"e`„En STA. 10+00 TO STA. 16+00
EAST COAST u. a a O/W
- .n ao-o 2
19 20

1
DIY .F _ ?
2' Fl9

1F 1W

/ -- _ - - -- - L -T
r..
w da rnnaa as
- t f.."- - - -_ -

!
A __ __.-._?__.-___ Ci. Cqf RV?a! ?, •Y O _ _.?
f.. .-•---•--C=cam --v I
?_ ? ___._
- ____--4 __-_ _ _ „rr,r^ ?M V f L.'li OF ?1f1 _-
,
?i ;V4 YJ C
rt
_ I r I _,

I

C w, Cif
1
? Perennial
2„ H pil
(N
- (NWP Nc

0

' Perennial Stream A
33 If rip rap (NWP No. 3)

I Wetk
55
(NWF
' PREPARED BY:
USINFRASMUCTURE
OF CAROLINA, INC.
1043 E. SAD STREET SUITE 203
NORTH CAROIMA 28204
CHARLOTTE
.

r

1631 CIMFIESTON DR
I` ?,U331
pow dal
Approximate Scale:
e.rewtsd aA`\\ ``\\\ \ \?\\\, 1n-40' H
u=8I V
! t __1 E X \
v qI_?
t x 4?
I x0. 0, royrroe ` ?? V v` r _._
w- } 2 a .l
r.lb rK ? .?I c?oow a+C2 __.? ?Evw`?.
C"MESTONIMONROE
DRAINAGE EWPROVEMENTS
CIURL0 "M LINE LIB
ENGINEERING A PROKR f STA. 10+00 TO STA- 15+50
FINAL DRAWING
Not Releaaad for Construction - EAST COAST a 0o la VOO
M-00-012 YOOmIW?RM?QY?MI?DIIC 8 20
I \
I
NAIL N PP
ELE 735.1
`.'.W. 0- raeclwwr^ ?'?
YARDLEY PLACE STILLING BASIN DETAIL N r.s
n Glen sy,-01 1.0FI el 9efTlur we
I.?PNI H'I
stenos e-A 1100u
I rl -
. J \
i I I I I I I?,- - -- - - --------------
__
-
?

_

*A0.? A
» . OR FpA V
\ Nb W
6}? 072-02 WY OR FOFI r &s.. -Ca JR. \
?V t\ ? V y -Me
CER"D K R.S• SAMa5E \
i-eta w
\\? r 0421,5 I ;?
\ '\\\ Perennial Stream A - J ,
\ \`\? 6 bf rip rap Perennial Stream A \
105 bf coir fiber
p4 erennalco Streoim A
bf ir
--------------- -
\\ Perennial Stream A Perennial Stream A -- - Perennial Stream A Perennial Stream A -
--------------
;. 33 bf coir f ber 58 bf rip rap 46 bf rip rap 112 bf coir fiber
J
Stream A
Perennial
Perennial Stream A
7 If in-stream structure -i - ?• ?. r i;r - 49 bf r p rap
F
\ ( _
,??? ?: \ i4,?111 ? -_ >, - - -_ mss: •-- ? -?- -?
'N. Perennial Stream A _ F - - E -?' y -
f - -
711' in-stream structure Perennial Stream A
7 tf in-stream structure
Perennial Stream A
14 If in-stream structure v
[Le,ip hng riprap onal impacts 1 / / Perennial Stream A
\ - / 7 H in-stream structure
j /
0
\ 1???'I r E ? / / ` -•F_ _ _ %//' j ? ?? ???? iii /? ?:
z? y
OR FOIftEpLY
6 C. 012 a6%; Approximate Scale:
"M OR FOR OXY / \\1 !jI \ / nr \
O
? ?1inQA D. Ww6 1 "=40' H
O'7i,?c 501 DOW-ASTER an ,% 1"=8'
` / / / I atweer IQ OR rOX»pAr 163 ,
GEORGE E -9-M ?-O,-w
M50_„
15-200
- - -- I- - - - - _ CHARLESTONIMONROE
PREPARED BY:
V USINF1UWMUC=
OF CAROLINA, INC.
1043 E MOREHEAD STREET, SUTE 203
CIURLOTTE, W ATH CAROLINA 282D4
DRAINAGE EWPROVEMENTS
CHARLOITE LINE LIA
\V
°'a" EER"a `PROPERTY STA.13+75 TO 1"
MANAGEMENT
FINAL DRAWING r'°"°"' `° us '""
Vot tialusad For Condructton -"
m a oe vmmorwvran*w"&M 3 20J

-- __I L- --

I

i-

I ?
'
S
?

I mo
.
i

r

I
k 1-
-
_. I _..-T.T.. .. _

I

-

yam 4
1

I
Ip Olt f ORUE;A +' _ - /
wo Ellut'tE,. ern
?-? ? e?Ef7A
- 11- Perennial Stream A ?wY4ens°x
73 bf rip rap
Perennial Stream A
25 bf coir fiber
Perennial Stream A
73 bf rip rap
See Sheet 6 for channel grading impacts

Perennial Stream A
42 If rip rap apron
lzsi_. ,
Perennial Stream A
Perennial Stream A 16 bf coir fiber
10 If in-stream structure -__
\ r
/

, - 4
Perennial Stream A
20 If rip rap
/?- - - - ./ Perennial Stream A
was as FORMML . 1 _Perennial
bf rip rap /
TH06" C RE.SON AMC
- '. -
Perennial Stream A r
S° a 110 7 If in-stream structure
Perennial Stream A
// ;- --- r?_ 10 If in-stream structure
-? aR ro? --
r, ap muu
5117
?( r
Perennial Stream A
ENIISSHIRE STILLING PASTS DETAIL 22 bf rip rap + S q . \ 11
PLAN NIF.R'? L SEC"ON C{(PROFILE) SF.CRON we
,
aASS / secrlml A-AM)O
f R ?- :/i' "c"aw E? \
SU]-91 ? ll
xv s?.ac,avoa Perennial Stream A
?' / pipe replacement
--- - No additional irn o
PREPARED BY•
?1 USINFRAMUCTURE
p OF CAROLINA, INC.
1043 E MOREHEAD STREET SUITE 203
CHARLOTIE, NORTH CAROUNA 28204

1C -

Perennial Stream A
13 If in-stream structure
FINAL DRAWING
Not Released For Construction

Approximate Scale:
1"=40' H
1"=8' V
/ NY, OR FORVURY
CAl ROCRELNNRL
/ &3-071 -&3
+-awe= I QV_
/
Perennial Stream A 1-2117
i
90 bf rip rap
\ Perennial Stream A
y? 6 If in-stream structure
Perennial Stream A
90 bf rip rap
ERLY
t u w CHARLESTON/MONROE
rE DRAINAGE IMPROVEMENTS
tl CHARMITE LINE MA
01 AG `P10PERry
uu+AUEUEM STA.19+00 TO 24+25
wr m M M Re e/m
1171-C"2 4 20
PREPARED BY
-Now
[1 USINFRAS7RUCTURE
OF CAROLINA, INC.
1013 E. MOREHEAD STREET, SLATE 203
CHARLOTTE, NORTH CAROLINA 28204
t0?
w
EK
w
w
on
ew
•1•
Irm
Perennial Stream D / 3
456 If channel redefinition - w. OR FO91OKY
RFTI E wMr'S
(TGlloch Rule) .40
c HuwTU?
4,3-012-12
ILL
/ WORCASTER-PLl ve
q1' w. --1,?•o4vettn R
?. ,.13-072-13 Ate.
NOW OR FDRIAIRI
,I ??
Ezm I? /
.?„
} r ti ?. e.w \ ar
s w ,'C R s2?eae. e z? - ?'
Ile. ' ? \ (i' f1EV m. 'I
4 •( ".' --_. _-- e?._.?_- ? ? ?C e_._ e--fie- e?_ e.__. a-_ e.?. ,_ -
DR FOFOAERLY
163
-072-0E
3257
I ?
NOW OR FOWEP`r /
e3-on-,o 6
e37e_ele IUI OR Ep11YEFlr
N-ES T. LMOY AMC
1301 f,Y•BMR _ OEBOR/ G LrrroN
163-012-11
4132-1e3
FD?WRLI
I
U RCHTER 1315 ERN%tlK RD
?65-ot2
1223 EPM19•RE RD
FINAL DRAWING Constructlom
-?- -?I
Approximate Scale:
1"=40' H
1"=8' V
CHARLESTON/MONROE
[? J] DRAINAGE IMPROVEMENTS
?R /©E LINE L2
ENG'f,,, ,%1OPOM STA. 10+00 TO STA. 14+00
EAV COW us u? Yl e/W
e -00-02 `P=tCw%"""QQrA"U7& ° 6 20
Complete items 1, 2, and 3. Also complete
item 4 if Restricted Delivery is desired.
Print your name and address on the reverse
so that we can return the card to you.
Attach this card to the back of the mailpiece,
or on the front if space permits.
Article Addressed to:
Rockfish Meadows Inc.
Post Office Box 100
Rose Hill, NC 28548
DWQ9 03-0972 - Mecklenburg
A. Signa
? Agent
4 -
X
1
!
11 Addresse
B. Received by (Printed Nam C. D to of Deliver
1
1VIf C'3
D. Is delivery address different from item 1? ? Yes
If YES, enter delivery address below: ? No
3. Service Type
C3 FFertified Mail ? Express Mail
? Registered ?-Return Receipt for Merch
? Insured Mail ? C.O.D.
4. Restricted Delivery? (Extra Fee) ? Yes
Article Number 7002 2410 0003 0275 1864
(Transfer from service ladey
Form 3811, August 2001 Domestic Return Receipt
-- A
UNITED STATES POSTAL SEF?VICE
• Sender: Please ftl1 t your name, address, and ZIP+4 'n this box •
NC DENR Division of Water Quality
Wetlands/401 Certification Unit
2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604